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WS-18-3492Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-11-18-3492 Kul, =Permit Type: Windows/Shutters worClassification: Window/Door Replacement Permit Status: Approved Issue Date:12/04/2018 Expiration: 06/03/2019 Parcel Number 10651 NE 10TH CT, Miami Shores, FL 33138 1122320280740 Contacts BRETT & KIRSTEN FIRESTONE Owner KONSTRUCTICA LLC Contractor 10651 NE 10 CT, MIAMI SHORES, FL 33138 LUIS ENRIQUE AVERHOFF 18720 LENAIRE DR, MIAMI, FL 33157 Business: 7862462529 Inspection Requests: Description: WINDOWS 7 IMPACT REPLACMENTS Valuation: $ 4,500.00 305 762 4949 Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.55 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $9.00 Technology Fee $4.25 Windows/Shutters Fee $120.00 Total : $191.80 Payments Date Paid Amt Paid Total Fees $191.80 Check # 2018 12/04/2018 $141.80 Check# 2010 11/19/2018 $50.00 Amount Due: $0.00 Building epartment Copy In consid rat' n of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining t ereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. I a�epting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits a uired for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNE DA IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin ruc on and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorize SM%ture: Owner / Applicant / Contractor / Agent Date December 04, 2018 Page 2 of 2 Miami Shores Village RECEIVED r Building Department NOV 191018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 ` 1 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ti FBC 201� BUILDING Master Permit No. 'I V 101 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10roS 1 NC 10 C,T ' City: Miami Shores County: Miami Dade zip: S5138 Folio/Parcel#: 11 —ZZ3 7 — dZ&" 0140 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): BPr-_tT • •t-( 1esln(y u Phone#: Address: IMS( N6 to GT • city: fx0ca+m • State: F-11 Zip: 33138 Tenant/Lessee Name: — Phone#: Email: CONTRACTOR: Company Name: gW'JTWCTi CA ux-/ Phone#: 25ZI Address: _14'._,04 (1.)AL V,6V_-JVJC - . City: rliA1n State: FL Qualifier Name: State Certification or Registration #: U-<_,i 7G40t • Certificate of Competency #: _ DESIGNER: Architect/Engine_ er. r 114t4&6 SA GS Phone#: - Address:_ 1533k City: T1( State Value of Work for this Permit: $ 14 Square/Linear Footage of Work: _ zip:�31_44 - Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: UU INCY" DS (-4) d ws Gomm co PAS eEv Specify color of color thru the: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ CCF Radon Fee $ Training/Education Fee $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) . it Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ilAlAj r7- OWNER or AGENT The foregoing instrument was acknowledged before me this day of J 1W 20 � by agar— -#Fisz i7 � who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: 1V Print: Seal: o�oRy?y@ Notary Public State or Florida Ana Maria De Cordova My Commission NA FF217186 APPROVED BY Signature CONTRACTOR The foregoing instrument was acknowledged before me this _14 day of Jd6Le i(3 , 20 —gam by G, �5 -f't% F who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: c�DSY P�q� Notary Public State of Florida a An Maria De Cordova � P` My Commission NA FF217166 -`Or r10 Expires 04/OS/2019 Plans Examiner as Zoning (Revised02/24/2014) Structural Review Clerk 11/19/2018 Property Search Application - Miami -Dade County 'FIC fa11"i w E.,fi OF Summary Report Property Information Folio: 11-2232-028-0740 Property Address: 10651 NE 10 CT Miami Shores, FL 33138-2101 Owner BRETT FIRESTONE KIRSTEN B FIRESTONE Mailing Address 10651 NE 10 CT MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,741 Sq.Ft Living Area 1,432 Sq.Ft Adjusted Area 1,579 Sq.Ft Lot Size 10,400 Sq.Ft Year Built 1952 Assessment Information Year 2018 2017 2016 Land Value $255,024 $255,024 $189,446 Building Value $142,868 $144,700 $146,531 XF Value $1,190 $1,207 $1,224 Market Value $399,082 $400,931 $337,201 Assessed Value $351,511 $344,2821 $337,201 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $47,571 $56,649 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). IShort Legal Description I MIAMI SHORES ESTATES PB 47-58 LOT 3 BLK 5 LOT SIZE 80.000 X 130 OR 21305-1611 052003 1 COC 26233-1772/26463-3890 1207 5 Generated On : 11/19/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $301,511 $294,2821 $287,201 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $326,511 $319,282 $312,201 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $301,511 $294,282 $287,201 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $301,511 $294,282 $287,201 Sales Information Previous OR Sale Price Book- Qualification Description Page 10/13/2015 $437,500 29838 Qua[ by exam of deed 1465 06/15/2011 ' $213,000 Qual by exam of deed 0631 631 12/01/2007 $0 26233- Sales which are disqualified as a result of 1772 examination of the deed 05/01/2005 $443,500 23381- Sales which are qualified 2408 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 4-1 110(w(�LGi vcr- 704T Qual' ' r/Owner Signature Date Print Name Esslaymb Noymm M IAM I•DADE MIAMI—DADE COUNTY, FLORIDA 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, Inc. 10100 NW 25 Street Miami, Fl. 33172 . . . SCOPE: " ' :...:. ' • This NOA is being issued under the applicable rules and regulations govern� fie � use of eonstructidil materials. The documentation submitted has been reviewed and accepted by nfiiFiI-Dade• Cc t my RgR-• • - Product Control Section to be used in Miami -Dade County and other areas whe% a4Wed bj,0th2'Autho4i10g• • Having Jurisdiction (AHJ). ' ...... . .. ..... This NOA shall not be valid after the expiration date stated below. The Miami• made C44nty Produe! • • • Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than NtA"•]Vade Couflty) reserve % the right to have this product or material tested for quality assurance purposes elf this pro&xt.or.matefi'af fails to perform in the accepted manner, the manufacturer will incur the expense e f �neb testi gjand the AII3 • • • may immediately revoke, modify, or suspend the use of such product or material within they-.Jwsdiction. • 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" Aluminum Horizontal Sliding Window -- L.M.I. 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 I 1 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. 15-0929.13 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 Jorge M. Plasencia, P. E. NOA No.17-0918.09 MIAM MADE C Expiration Date: September 22, 2020 /01 Zril-1 Approval Date: November 02, 2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. :9 0 .: (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05)•' • 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Hodz1,';�!ding;"v . (L.NJJ.7.; S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, daledZ J29/10 with revision . "G" dated 05/02/16prepared by Al-Farooq Corporation, s iglt& and staled by JaNad Ahmad P.E. •••• ••••• B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loadinpoper FBC, TQ� 202-44 • • •; 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer& 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 tinder 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) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-1 CGI Windows & Doors, Inc. 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' T.8:203-g4 • • • • . • • along with marked -up drawings and installation diagram o6a:sreries aluminium f:xod% window, to qualify DuPont "Butacite" PVB interlayer, Durdlddllm and Super Spacer&.: insulating glass spacer, prepared by Certified Test Laborytgr*jes, Timt. Aeport ; $poi CTLA-3056 WC, dated 04/16/15, signed and sealed by Rarecsla.C. Patel, B.E. ..:..' (Submitted under previous NOA No. 15-0512.05) • • • • 0000 • • • • • • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-Vt:': ' 2) Uniform Static Air Pressure Test, Loading pex FBC:'PAS•202-94 3) Water Resistance Test, per FBC, TAS 2(1�-04 000000 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" 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. JaTee M. Plasencia, P. E. Prod u t Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E--2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass InterlaVers:with PET Core" dated 06/19/14, expiring on 12/11/18. •,�• 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Ciwmiaal Cd&ihhy for their "Saflex Clear and Color Glass Interlayers" date&06i9f 14, expiring on ; • • � •; 05/21/16. ...... . .. ..... F. STATEMENTS • • • • • • • • • • • • • . 1. Statement letter of conformance, of complying with FBC 51.17, lition (2014) and of n0, financial interest, dated 08/17/15, issued by Al-Farooq Corjorat}on, sijned:and sealed': by Javad Ahmad, P. E. ' ' 00 0 '••"•' 2. Laboratory compliance letters for Test Report No. CTLA-3062W, c*iatjd •07/07/l5, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous 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 NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HT1-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 AIum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I I of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. orge M. Plasencia, P. E. Proftet Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 0 0 0 0 : .. . 1. None. ...... :..... ...... D. QUALITY ASSURANCE 0 "" ' 1. Miami -Dade Department of Regulatory and Economic ResQVgge . (REA). 0 0 00 00 - . . . . . .. .. .. ...... .. E. MATERIAL CERTIFICATIONS .... •. . 006 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inf:fe;their ; *' "Trosifol® Ultraclear, Clear and Color PVB Glass Interlaytri" dated.01/19/1Z, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5tn Edition (2014) and FBC 61 Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Prqduct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017. E-4 MM 1AM DADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND .ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaaae.aoy/economy CGI Windows and Doors, Inc. 10100 NW 251' Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dado County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by tie Authority• - Having Jurisdiction (AHJ). • • • •; • • • This NOA shall not be valid after the expiration date stated below. The Miami-Dlds17ounty'Product Coht?oi" Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dace •County), ese;ve the �igbt• to have this product or material tested for quality assurance purposes. If thieptg4t2et or :ftatmal faijg:p. perform in the accepted manner, the manufacturer will incur the expense of such tasting and the AHJrnzy.' immediately revoke, modify, or suspend the use of such product or material witfia t6ir j44dietion. R-BR; • reserves the right to revoke this acceptance, if it is determined by Miami-Dade;C4unty Product Control. Section that this product or material fails to meet the requirements of the applicable buildingaW& - """ This product is approved as described herein, and has been designed to comps .writ the %grift Bui>iisng•; Code, including the High Velocity Hurricane Zone. •..•.• DESCRIPTION: Series "SS-3500" Aluminum Storefront System — L.M.I. APPROVAL DOCUMENT: Drawing No. W17-52, titled "SS-3500 Aluminum Storefront Sys. (L.M.I.)", sheets 1 through 5, 5.1, 6 and 7 through 15 of 15, dated 05/23/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement. "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply- with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0505.04 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1114.02 MIAMI•DADE COUNTY Expiration Date: January 17, 2023 yt2l, l Approval Date: December 28, 2017 Page I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1005.01) 2. Drawing No. MD-3500-2-LM, titled "Storefront Window System Details - LM", sheets 1 through 16 of 16, dated 03/23/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. :...:. B. TESTS ' ...... . ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-$¢.:.. . 2) Uniform Static Air Pressure Test, Loadinoper FBC, TA,S 202- • 3) Water Resistance Test, per FBC, TAS 202'-9T • •: • •. 4) Large Missile Impact Test per FBC, TA!;.2b) ;4 5) Cyclic Wind Pressure Loading per FBC, TA&203-94 . • 6) Forced Entry Test, per AAMA 1304-02, W 141 L j.;, j:.and • • • • � • TAS 202-94 ' along with marked -up drawings and installation diagram of a storefro%i system with • French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1005.01) 2. Test reports on: 1) 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 A.AMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7208, dated 01/04/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1005. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 06/05/15 and 05/02/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Pe E. Product Control xa finer NOA No. 114.02 Expiration Date: January 17, 2023 Approval Date; December 28, 2017 E - 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS • • • • • • 1. Statement letter of conformance, complying with FBC-51b Ldition (2g14t :dated Mai 2, 2016, issued by manufacturer, signed and sealed by AnthpjV. j.,,ynn Miller, P.E. , • • • 2. Statement letter of no financial interest, dated May 2, 2016s•iccued biv manufacet er,•: signed and sealed by Anthony Lynn Miller, P.E. • • • • • • • • • • • • • •; • • • 3. Laboratory compliance letter for Test Reports No. FTL � $4? % dateZ. $'!j4 0/14 • FTL-7208, dated 01/04/13, issued by Fenestration Testing.Laborator�i, Inc., botjf signed and sealed by Marlin D. Brinson, P.E. 0.• • • • • • G. OTHERS • • • • • 1. Notice of Acceptance No. 15-0612.08, issued to PGT Industries, Inc. for fheir Series "SS-3500" Aluminum Storefront System - L.M.I. approved on 07/30/15 and expiring on 01/17/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W17-52, titled "SS-3500 Aluminum Storefront Sys. (L.M.I.)", sheets 1 through 5, 5.1, 6 and 7 through 15 of 15, dated 05/23/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-17-7007, dated 05/05/17, signed and sealed by Idalmis Ortega, P.E. Manuel ez P.E. Product Contr Exa finer NOA N 114.02 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, based on current approval and updated to comply with FBC 61b Edition (2017), dated 07/13/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RE$)..;. E. MATERIAL CERTIFICATIONS ...... ; • • • • • .... ; . 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Aqnenea, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" date OM5/15;exp1sing oh 07/04/ 18. • ...... . .. ..... 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Aderi ea, Int. Far, their ...... "Trosifol® Ultraclear, Clear and Color PVB Glass IntedAyrrf dated 01/19/17, •, expiring on 07/08/19. ...... . . •....• F. STATEMENTS ' 1. Statement letter of conformance, complying with FBC 61h Edition (2017), and of no financial interest, dated July 13, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Letter from owner of existing NOA, dated June 30, 2017, stating that as the parent company PGT Industries, Inc. transfers this NOA to CGI Windows and Doors, Inc., and requests that the current NOA issued to PGT Industries, Inc. be rescinded, signed by A. Lynn Miller, P.E. Senior Code Compliance Engineer, PGT Industries, Inc. 3. Testing proposal 416-1434R, issued to CGI Windows and Doors, Inc. by the Product Control Section, dated December 15, 2016, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0505.04, issued to PGT Industries, Inc. for their Series "SS-3500" Aluminum Storefront System - L.M.I., approved on 06/02/16 and expiring on 01/17/18. Manuel P rez, E. Product Contro Exa finer NOA No. - 114.02 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-3 • _ ) MIAM I DADE MIAMI-DADS COUNTY ! PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy CGI Windows and Doers, Inc. 10100 NW 25a' Street Miami, FL 33172 ;...;. SCOPE: • This NOA is being issued under the applicable rules and regulations goverr�iflg-tlae use: o�construot4o:• materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RFA�,;.; Product Control Section to be used in Miami -Dade County and other areas wheteAnowed by."Auth&ity ' Having Jurisdiction (AHJ). "" ' "• �' • T'nis NOA shallnot be valid after the expiration date stated belaw. The Ml iami- � �d q p o uuty' irct Co p ; P �� Q�� l�1XA1.. Section (In Miami -Dade County) and/or the AHJ (in areas other -than Miami -Dads "city) reserve the right' to have this product or material tested for quality assurance purposes. If this:prod! ct or material fair to: • perform in the accepted manner, the manufacturer will incur the expense of soh tpSting .a;d the AHJ A3U., immediately revoke, modify, or suspend the use of such product or material within t1le:ir jurrsi<l ltion. PER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Flroduct 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 "238" Aluminum Project Out Window - L.M.I. APPROVAL DOCUMENT. Drawing No. W99-04, titled "Series-238 Alum. Project Out Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision K dated 01/05/18, prepared by Al-Farooq Corporation, signed and sealed by Jay.ad 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. 1M BSILE IMPACT RATING: Large and Small Missile Impact Resistant IlABELING: 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. TER- MINATION 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 wry 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 No. 15-0512.21 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. NOA. No. 17-09M06 MIAt�tI3��sDE�c�tt Exph-aborn Date: October 31, 2023 Approval .D- ate: January -18, 2018 Page I ' CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENC.E-SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. • (Submitted under NOA s No. 96-0717.04 .and 99-03Z9..02) . : •"•' ...... 2. Drawing No. W99-04, titled "Series-238 Alum. Project Out *An&w. ", sbegpis 1, 1.1., Z. 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision I dafec; 4/10/15,,preparea*t? ...... Al.Farooq Corporation, signed and sealed by Javad Ahmad, E4. ; • • • •; . ...... .... . ..... B. 'PESTS • • ...... . .. ..... .. .. . ...... 1. Test reports on: 1) Uniform Static Air Pressure Test, L0 d! &Vjj BC 202-9=1 • 2) Large Missile I impact Test per FBC, TA920144 . ....:. Y Loading ,� ►SY ...... ...... 3} Cyclic Wind Pressure L•oadin per FBC A •�03-9+1 • along with marked -up drawings and installation diagram of a series 756CN7C fixed -window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacerg, insulating glass spacer, prepared by Certified Test .Laboratories, Test Report No. CTLA-3056 WA, dated 03103115, 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, Durasealz and Super Spacer(k) insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-305b 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 Timpact T:,si per FBC,. TAS 201-94- 3) Cyclic Wind Pressure Loading per FBC, TAS 2.03-94 all with marked -up .drawings and installation diagram of a series 238 alwninurn fixed window, to qualify DuPont "Butacite" PVB interlayer, Durasealg and Super Spacert!) 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 20.2-94 4? Forced Entry Test, per FBC 24113 2.1., TAS 202-94 along with marked -up drawings anal installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0.301-0 and =-0080-0905-007, dated 08/04/08, ail signed and sealed by Vinu.J.. Abraham_ P.E. (Submitted under /'vO.A Ao. 08-101-0.03) A heel Pe z, E. Product Control er NOA No: 17-a .06 Expiration Date: Geto:ber 31, 2023 Approval Date: January 18.2018 E-1 CGI endows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONUnUED) 5. 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 anaiumi4M1*cjectroo .. window, prepared by Hurricane Engineering & Testing, Inc O Reports No. • . ; • • , HETI-08-2143, HETI-08-2144, HETI-07-4298 and HETT!07!4287, •dated 06/27108" and 07/17/08, all signed. and sealed by Candido F. Font, P.E. .. • • 0 0 ; :Soo*: (Submitted under NOA No. 08-1010.03) • • • • • • .... . ..... 6.. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94: • • ; . • • . • • . • • 2) -Uniform Static Air Pressure Test, Loadin*per FBC T•A��202- •' • : • 9� 3) Water Resistance Test, per FBC , TAS 202-94 : . •. ...,;. 4) Forced Entry Test, per FBC 2411.3.2.1, 'FAS -202-94 ; • • • 6; along with marked -up drawings and installation diagram' 8f dluminiiin• casement, - project -out and fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-1055 and FTL-1019, dated 10/18/94, signed and sealed by iramil Kud, P.E. (Submitted under ?VOA No. 96-0717.04) 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 casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. .HTL-0080-0303-96 and HTL-0080-1107-98, dated 09/08/96 and 12/23/99 respectively, all signed and scaled by Timothy S. Marshall, P.E. (Submitted under 7VOA's No. 96-071 ZV4 and 99 0329. 02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 09/03/14, prepared. by Al-Farooq Corporation, signed and sealed by Javad Ah_mad, P.E. (Submitted under NOANo. 14-0915.08) 2. Glazing complies with ASTINT E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources Manuel. -V-.06 Product Control E NOANo.17Expiration Date: Ucto-ber 31, ?:023 Approval Date: January 18,20iS E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F1. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kura -ray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/1.5 ,expiring an 07/04/18. •••••• . . .wwwww 2. Notice of Acceptance No. 14-0423..15 issued to Eastman C"ieal Cq=- 4py (MA) for their "Saflex CP - Saflex and Saflex HP Composite GM9MAterla'vers with PET Core" dated 06/19/14, expiring on 12/11/18. �••• ;••••; 3. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ainoyca, In&'for`fheir w w w .. "Butaciteg PVB Glass Iirterlayer" dated 04/25/ 15, expirn V vt,12/11 t•16' • w • •' • • • 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Co * @ * (NIA):: ..... for their "Saflex Clear and Color Glass.,In-terlayers" datet.�06f1i/l4, gxpij ng on....;. 05/21/16. :""' • • • wwwww• ww . •• • w • F. STATEMENTS I. Statement letter of conformance, complying A ith FBC 5`° Edition (2014), and of no financial interest, dated 09/03/114, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted tinder NOA No.14-0915.08)' ? Laboratory compliance letters for Test Reports No. CTLA-3056 WA, dated 03/03/15, -CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, issued by Certified Test Laboratories, Inc., dated 08/08/08, all signed and sealed by Ramesh C. Patel, P.E. 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 and -HTL--0480-0905-07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08, all signed and sealed by Vinu J. Abraham, P—E. (Submitted under tV0A No. 08-10 IA-03) 4. Test Proposal for the qualification of Butaciteg PVB glass interlayer by Kuraray America., Inc., as well as Duraseal® and Super Spacer0 Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascori P.E., Super -visor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. .14-0915.08-, issued to CGI Windows & Doors for their Series "2 38" Aluminum Project -Gut Window - L.M.1. approved on 02/05/15 and expiring on 10/ 31 / 18. Manuel Per z, E. Product Control er NOA No. 17-09,18.06 Expiration Date: October 31,.2.023 Approval Date: January 1.8,1018 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W99-04, titled "Series-238 Alum. Project Out Window", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision K dated 0110511 gpared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,:P:E.'. ' "":' .. . . . . ...... . B. TESTS •••••• 9 •••••• 1. None. .... ...... . . ...... .... . ..... C. CALCUL_.'TIOS •• ••••• . . . . i. Anchor verification calculations and structural analysis, Fk plying w"'Oi IR4!04! Edition (2017), dated January 8, 201.8, prepared by Al-F'lrodq:Corpo...ration, si sd:. ... and sealed by Javad Ahmad, P.E. ; . • 0 • 0000000 2. Glazing complies with ASTM E1300-09/12ae ."00 .'. ' D. QUALITY ASSURANCE I. ivliami-Dad- Department of Regulatory and Economic Resources (RER)1. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas@ (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712-03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Sa- lex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol(& Lltraclear, Clear and Color PVB Interlayers" dated 01119./17, expiring on 07/08/19. 4. Notice of Acceptance No. 17-071105 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/117, expiring on 05/21/21. F. STATEMENTS 1.. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 61 Edition (2017) and of no financial .interest, dated August 30, 2017, issued by Al- Farooq Corporation, sued and sealed by Javad Ahmad, P.E.. G. OTHERS 1. Notice of Acceptance No. 15-0512.21, issued to CGI Windows and Doors, inc. for their Series "23 8" Aluminum Pro ect Out Window - 1,.A11. approved on 09./ 17/ 15 and expiring on 10/3 1/ 18. Manuel Pe , E. Product Control E mu er NOA No. 17_09-18.06 Expiration late.: October 311,.1023 Approval "Date: January 1:.8, 2018 E-4 OC EXTERIOR a 0 W W GENERAL WINDOW SECTIONS FI,A,ME FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. WIDTH LOCK POINTS 42" 2 63' 3 84" 4--NOT ES: y THIS PRODUCT HAS BEEN DESIGNED AND.TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDTION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY•WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE - DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. INSTRUCTION; ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS USE CHARTS AS FOLLOWS. AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE "I MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED DURATION NCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY ON W119ID VELOCITY, BLDG. HEIGHT, WIND ZONE DPTIDNAL - - - -- -- COPi' FOR MULLJON/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. , THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. A LOAD I I USING 'APPLICABLE ASCE 7 STANDARD. APPLICABLE iN ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. U STEP SEE C�fARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD ` MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CAPACITY OF DESIRED GLASS SIZE/TYPE ptZODUCT REVISED COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE &ADOPTED STANDARDS.P J USING 1CHART ON SHEEP 6 SELECT ANCHOR QPTION as complying with the Florida REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE WITH DIESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Building Code THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION IN STEP 1 ABOVE. NOA-No. 17-0918.06 --0 ' FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ' OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON Expiration Date 7 112023 0 WATER INFILTRATION RESISTANCE ETC. SHEET 7 TO DETERMINE CAPACITY. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 LU�A RnF B A, hrtJ,-TLC 9E Pc�nc+rycn,,. BUn nln�r -_tD xtrinT__ ,-t ti: t._.P r JY .:Y.^. .., - 2— ... • ,e`./.w -, .. -... . _....-....� z.._1<... .... . �� .. . v - ..r. �v.. . �...'.' o: �r �1r-� ,nor v .T Of r f is y:.!LI , - Miam ade ProductCon i r 4 i 1 � U A� o ><Y 1 rn rn Z 0 1- h z H� z�ll� a < 0°�` L) Xa 0 v 0�� C V3 oho.$ a��12 W y .•0 ii: m m o c; p n n o n ai •F m 0 0 0 0 0 rn � � a � � Q 0 o s cT a .x drawing no. W99-04 0 OPG. 3/4" VENT WIDTH WINDOW WIDTH EXTERIOR O GENERAL WINDOW SECTIONS EQUAL LEG FRAME FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. 6" MAX. TYP- HEAD/ SILL CORNERS �iWINDOW WIDTH I � o VENT WIDTH U WW-1 1/2" Z � : D.L OPG. ( 0 Z tQ ff WW-6 1 /2' OWN a I ;NUBBER N C 1.1 ----FF---?T-=---�---- S �\ 2 \ �� / 11 •j�• II II \II -�_- u 14 1/2' { MAX. I I 2 1/2" VENT WIDTH WINDOW WIDTH CAM LOCKS 2 LOCK POINTS ALL SIZES 4AXEM MULTI POINT LOCK 1Y 'TRUTH' 1LT. TO CAM LOCKS MAX. WDW. WIDTH LOCK ,POINTS 42' 2 63" 3 84* 4 10' OR 17' SEE SHEET 6 FOR CAPACITY TYPICAL _ELEVATION (EQUAL LEG FRAME) 6" SURFACE APPLIED FALSE MUNTINS OPTIONAL t` x Q � OF Q IL • 00 • W • • • .l z P) .... 3 a 04 LO Z W••••M .0013 c m •• ` •• . in 5 o •_ . • CO. • • - o F- U O E- 0 Ld w Q w C � ate.. g C7 H N a 3 ►'� m r) M cV 0 "A C 2 LJ .-. O L_J _ 07 LLJ V) C) 0 in olololl JAR PRODUCT REVISED as complying with the Florida O. 70M Building Code _ $ m i NOA-No. 17-0918.06 = �� Expiration Date 10/31/2023 �® •'• TATf OF r -�(/�� drawing no. i Miami ade Product CorUpl ell� ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUN. 5 2.( 11 CORNER KEY .060 THICK ST. STEEL .754 ,363 830 i i I .045 L 617 CGI-375: OGEE GLAZING STOP N 2 5/8" CORNER KEY .062 THICK ALUMINUM .753 808 .050 II SJ0 -� .617 i�- CGI-396: SQUARE GLAZING STOP )0 1.057 FLANGE FRAME EQUAL LEG FRAME 55 2.715 ITEM PAST /• QUANPITY DESCWTION MATERIAL MANF./SUPPIM/REMARKS 1 CGI-373 4 FLANGE FRAME 6063-TS INDALEX OR EQUIV. 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 2 CGI-378 4 VENT (5/16' LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 28 CGI-381 4 VENT (INSUL. LAM. GLASS) 6063-TS INDA M OR EQUIV. 2C CGI-385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUN- 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 Q200 X190 AS READ. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT j 4 BAR HINGE. AT JAMBS STEEL TRUTH. ATTACHED W/ (6) #8 X 3/8- SS SMS 9 24-13-OD-202 2/ VENT I FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8` SMS 9A - 2/ VENT MULTI POINT LOCK - - 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGL ATTACHED W/ (2) #10 X 3/8- SS SMS 11 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4- SS SMS 12. - 2/ LITE SETTING BLOCKS EPDM DUROMETER 80t5 SHORE A 1C ,AN 48ma �1a57 f � L) .090 I� .090 TYP. Z ti j 875 I? � ZQ 720 a N a- Z—J L438 O N , U O La 00 ii OL' �I —1.222-J 0 t H h v ur "I VENT (5/16" LAM. GLASS) O MO 10-c'� 1,757-1 " 0 .362 ap • • • • • < _L� n • .090 TYP. ••• L Z p :••••: 1.875 I---�-•-! J ZO a•s•� ' • ME ,720 • 1.438 04 •••••• • z r�L624--� : • � � >r � • • •••••• VEN-r (INSUL LAM. GLASS) o vp ' o -1.757 IU Q � v .090 TYP. d c L875 ? O r r .720 ¢ 0 cV ► M L1.438 N C Z i° I L` O LLU _ OE L347 W 5 p Q J to V VENT (7/16` LAM. GLASS) PRODUCT REVISED as -complying with the Florida Building Code NOA-No. 17-0918.06 Expiration Date 10/31/2023 DWI/By . Nih 1.000 r 125 F- N F- NW .7Dfi o oLj W per avi L) qq 10" SHEAR CUP CHANNEL N _ o x o d D. GLog 'ice i 1 v iO a ATE drawing no. ; ORO- ZONAL 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS 1/8' ANN. GLASS .075" Saflex CP With PET Core C By 'Eastman Chemical Co.' .075' Saflex CP with PET Core .D90" Saflex Clear And Color Glass .090" Sa-flex Cleat And Color Glass By 'Eastman Chemical Co.' By Eastman Chemical Co.' INTERLAYERS BY 'Eastman Chemical Co.' D90" Saflex Clear And Color Glass INTERLAYERS r .090" SeniT)G las 1NTERLAYERS By'Eastman Chemical Co.' ,09D` Trosifol PVB By 'Kuroroy America, Inc.' By 'Kuraroy Americo, Inc.' .090' Sen �las .090" Trosifol PVB By 'Kuraray America, Inc.' � d By 'Kuraray America, Inc.' .090" Trosifol PVB I� r1/8' ANN. GLASS I,+ By 'Kuraroy America, Inc.' z m `� SILICONE i �m 3/16' ANN. GLASS z g GE-1200 rn .N 3/16" HEAT STREN'D GLASS DOW 995 N SILICONE o DOW 899 " i li GE-1200 " li j SILICONE DOW 995 GE-12U0 i I' DOW 899 t� I`• DOW 995 t j : I t DOW 899 SQUARE BEAD ;. -v OPTIONAL ALL GLASS TYPES 12 AT 1/4 POINTS ON LRES 12 AT 1/4 POINTS ON UTES 12 AT 1/4 POINTS ON LITES 5/16" NOMINAL WIDER THAN 36' 7/16" NOMINAL WIDER THAN 36" 7/16" NOMINNAL WIDER THAN 3e GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPA RESISTANT WINDOWS NO SHUTTERS R U1RED REFER 70 SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WRMOW DIMS. GLASS TYPE '2' GILSS TYPE '3' GLASS TYPE '6' WDtiDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS Ty '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 11 NT. (-) EXT. (+) j 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) tEXT. (+) i 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) I i NT. (-) EXT. (+) 11 NT. (-) EXT. (+) 1 NT. (-) 24" 24" 28' 30" 36" 42' e,8" 54' 60' 66" 72- 78" 84` 110.0 195.0 110.0 195.0 110.0 195.0 1 42'- 24"\ 28" W. 36" 42- 48- 54` 110.0 138.8 110.0 195.0 110.0 195.0 19-1/8' 1 26' 38-3/8" 50-5/8" 63' 74-1/4- 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 11 B.9 110.0 j 195.0 110.0 195.0 110.0 190.6 110.0 195.0 110.0 195.0 110.0 194.3 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 110.0 144.5 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 92.5 92.5 110.0 120.0 110.0 120.0 104.2 104.2 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 79.3 79.3 110.0 120.0 110.0 120.0 63.0 63.0 110.0 195.0 110.0 120.0 110.0 121.4 110.0 195.0 110.0 195.0 69.4 69.4 110.0 120.0 110.0 120.0 26-1/2" 1 26' 38-3/8' 50-5/8- 63' 74-1/4- 110.0 195.0 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 61.7 61.7 110.0 120.0 110.0 120.0 110.0 137.5 110.0 195.0 110.0 195.0 95.4 95.4 110.0 195.0 110.0 120.0 0, 24' 28" 30" 36' 42" 110.0 121.4 110.0 195.0 110.0 195.0 104Z 104.3 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 104.1 104.1 110.0 195.0 110.0 120.0 77.9 77.9 110.0 120.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 37" 1 26' 38-3/8" 50-5/8' 63- 110.0 145.4 110.0 195.0 110.0 195.0 34.9 34.9 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 110.0 120.0 98.5 98.5 110.0 194.5 110.0 120.0 30` 24' 28" 30" 36" 42' 48" 54" 60' 66' 72" 78' 110.0 194.3 110.0 195.0 110.0 195.0 60.7 60.7 110.0 120.0 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 110.0 166.5 110.0 195.0 110.0 195.0 54" 24" 28" 30' 36" 42` 107.9 107.9 110.0 195.0 110.0 195.0 60.0 60.0 110.0 120.0 110.0 120.0 110.0 155.4 110.0 195.0 110.0 195.0 N 92.5 92.5 110.0 ' 120.0 110.0 120.0 42" 26- 38-3/8' 50-5/8' 110.0 128.1 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 86.3 86.3 110.0 .120.0 110.0 120.0 86.8 - 86.8 110.0 120.0 110.0 120.0 110.0 111.0 110.0 195.0 110.0 195.0 71.9 71.9 110.0 1120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 61.7 61.7 110.0 ;120.0 110.0 120.0 53-1/8" 26' 38-3/8" 101.3 101.3 110.0 195.0 110.0 120.0 86.3 86.3 110.0 120.0 110.0 120.0 60" 24- 28" 30' 36' 95.4 95.4 110.0 j .195.0 110.0 120.0 68.6 68.6 110.0 120.0 110.0 120.0 77.7 77.7 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET- ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ��\` NIP `— •� �: '' 1GEN �- �� n Q �}f1�� V , U 8 L U . 70W2 ' PRODUCT REVISED - as comp ing with the Florida Building ode BOA -No. 1 T-0918.06 A� OF ��'-. Expiration Date 10/3� 1_ �� 0�9P-.•�q� 60.6 60.6 j 110.0 120.0 110.0 120.0 77.7 77.7 110.0 :120.0 110.0 120.0 46.0 ` 46.0 1 110.0 120.0 110.0 120.0 64.8 64.8 110.0- '120.0 110.0 120.0 - - 110.0 120.0 - - 66" 24" 29" 30' 73.4 73.4 110.0 ;120.0 110.0 120.0 36' 24- 28" 30" 36" 42" 48" 54" 60" 110.0 161.9 110.0 195.0 110.0 195.0 64-2 64.2 110.0 120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 60.6 60.6 110.0 1120.0 110.0 120.0 110.0 129.5 110.0 195.0 110.0 195.0 72' 24" 28" 30' 56.1 56.1 110.0 .120.0 110.0 120.0\,<1liiiiil/�/� 107.9 107.9 110.0 195.0 110.0 195.0 48.9 48.9 110.0 t120.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 46.0 46.0 110.0 ;120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 78" 24" 28" 30" 43.8 43.8 110.0 :120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 38.1 38.1 110.0 .120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 - - 110.0 120.0 - - NOTE: I OAn /AREA I IAATTC 84' 24- 28` 34.9 34.9 110.0 120.0 110.0 120.0 - - 110.0 120.0 - - FOR +110 0, 120.0 PSF = 16.34 SQ. FT. By �4im �I ` iC) 0 1- z' �Z I- m miL I: W 00 U p 0: 0 C4 to i I% i O0NM t� aUJtq �it1111�" .. •••: ••. Oli 0 n •0 V W LL • L. Qz III I Cr I I ..••.. .• 04 _z g...:.to • ...... •• -•• • n I •••••• • H 1 1 vy•• to s s • H i 0 �! I w{ oLa 0 a C p ~ C%4 O CN Z LLB. I �i o Ii'nIUr_>�� m �I Im E v i drawing no. W99-04 a: o. 7. 1/8" TEMP. GLASS AIR SPACE 7-1/8" ANN. GLASS .075" Saflex CP With PET Core FBy 'Eastman Chemical Co: .090' Saflex Clear And Color Glass INTERLAYERS By 'Eastman Chemical CO.' .090' SentryGlos By 'Kuraray America, Inc.' .090' Trosifoi PVB By 'Kuraray America, Inc.' ! ; 1/8" ANN. GLASS XL EDGE SPACER 1 i XL EDGE SPACER ST. STEEL BY 'CARDINAL' ! SILICONE ST. STEEL BY 'CARDINAL' OR GE-1200 OR DURASEAL BY 'QUANEX' DOW 995 DURASEAL BY 'QUANEX' OR DDW 899 OR SUPER SPACER BY 'QUANEX' SUPER SPACER BY 'QUANEX' 12 AT 1/4 POINTS ALL SIZES 3/4" INSULATED GLASS TYPE '2A' 1/B" TEMP. GLASS 7A1R SPACE r1/B" TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' .075" Saflex CP With PET Core EBy 'Eastman Chemical Co.' 090" Saflex Clear And Color Glass ! By 'Eastman Chemical Co.' I .090" SentryGlas F- By 'Kuraray America, Inc.' 090' Trosifol PVB By 'Kuraray America, Inc.' 1/8' TEMP. GLASS SILICONE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ALL SIZES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 IY,RU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. Gi iSS TYPE '2A' GLASS TYPE '3A' VIlNDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+} I 1 NT. (-) EXf (+) 1 NT_ (-) WIDTH HEIGHT En (+) 1 WE (-) EXT. (+) 1 NT. (-) 24' 24' 28' 30" 36" 42" 48' 54" 60' 66' 72" 78" 84' 110.0 1 195.0 110.0 195.0 42' 1 24" 28' 30" 36" 42' 48" 54' 110.0 138.8 110.0 195.0 19-1/8" 26" 38-3/8" 50-5/8' 53" 1 74-1/4" 110.0 195.0 110.0 195.0 110-0 1 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 190.6 110.0 195.0 110.0 194.3 110.0 195.0 110.0 111.0 110.0 195.0 110.0 144.5 110.0 195.0 110.0 , 161.9 110.0 195.0 92.5 92.5 110.0 120.0 104.2 104.2 110.0 195.0 110.0 138.8 1 110.0 195.0 79.3 79.3 110.0 120.0 63.0 63.0 110.0 120.0 110.0 121.4 110.0 195.0 69.4 69.4 110.0 120.0 26-1/2' 26" 38--3/8" 50-5/8' 63" 74-1 /4' 110.0 195.0 110.0 195.0 1 C 7.9 107.9 110.0 195.0 61.7 61.7 110.0 120.0 110.0 137.5 110.0 195.0 95.4 95.4 110.0 120.0 48' 24" 28" M. 36" 42" 1 48" 110.0 121.4 110.0 195.0 104.3 104.3 110.0 195.0 73.4 73.4 110.0 120.0 104.1 104.1 110.0 120.0 77.9 77.9 110.0 120.0 56.1 56.1 109.3 109.3 97.1 97.1 110.0 120.0 46.6 46.6 90.9 90_9 43.8 43.8 85.4 85.4 80.9 80.9 110.0 120.0 26' 38-3/8' 50-5/8" 63" 110.0 145.4 110.0 195.0 34.9 34.9 68.0 68.0 69.4 69.4 110.0 120.0 98.5 98.5 110.0 120.0 30' 24" 28' 30" 36" 42" 45" 54" 60" 66" 72" 78" 110.0 194.3 110.0 195.0 60.7 60.7 110.0 118.4 74.7 74.7 110.0 120.0 110.0 168.5 110.0 -195.0 54' 24" 28" 30' 36" 42" 107.9 107.9 • 110-C 195.0 60.0 60.0 110.0 117.0 110.0 155.4 110.0 195.0 92.5 92.5 110.0 120.0 42" 26' 38-3/8" 50-5/8" 110.0 128.1 110.0 195.0 110.0 I 129.5 110.0 195.0 86.3 86.3 110.0 120.0 86.8 86.8 110.0 120.0 110.0 111.0 110.0 195.0 71.9 71.9 110.0 120.0 65.8 65.8 110.0 120.0 97.1 97.1 110.0 1 120.0 61.7 61.7 110.0 120.0 53-1/8 26" 38-3/8" 101.3 101.3 110.0 120.0 86.3 86.3 110.0 120.0 60" 24' 28" 30' 36" 95.4 95.4 110.0 120.0 68.6 68.6 110.0 120.0 77.7 77.7 110.0 120.0 83.3 83.3 110.0 12b.0 - I NOTE: LOAD/AREA LIMITS 1 60.6 60.6 110.0 118.2 77.7 77.7 110.0 120.0 46.0 46.0 89.8 89.8 64.8 64.8 110.0 120.0 - - - I - 66" 24' 28" 30' 73.4 73.4 110.0 120.0 36' 24" 28' 30" 36' 42- '48" 54" 60" 110.0 161.9 110.0 195.0 64.2 64.2 110.0 120.0 110.0 138.8 110.0 195.0 60.6 60.6 110.0 118.2 110.0 129.5 110.0 195.0 72' 24" 28' 30" 56.1 56.1 109.3 109.3 107.9 107.9 110.0 195.0 48.9 48.9 95.3 1 95.3 92.5 92.5 110.0 1 120.0 46.0 46.0 89.8 89.8 809 80.9 110.0 120.0 78" 24" 28" 43.8 43.8 85.4 85.4 71.9 71.9 110.0 120.0 38.1 38.1 74.3 74.3 64.6 64.8 110.0 120.01 84' 1 24" 34.9 1 34.9 68.0 68.0 SQUARE BEAD OPTIONAL ALL GtASS TYPES NOTE: GLASS CAPACITIES ON THIS SHEET ARE - BASED ON ASTM E1300-09 (3 SEC. GUSTS) c AND FLORIDA BUILDING COMMISSION 2 In DECLARATORY STATEMENT DCA05-DEC-219 >_ JAN 0 8 20148 31RODUCT REVISED Is complying with the Florida luilding Code 10A NI . 17-0918.06 �xviration Date 10/31/2023 h UK +1 1 U.U, -1 ZU.0 F'Sl- = 1 b..74 'l,l_ 1-1. By (. .5 _'tx „ -s ,.f. �� ':e "..s ':C'., .t: t:. 7 d . . u'^,J,.i.? rl`!�, 1.aFt(1.�•iti?CG' ri,i+}.:�.� C(1 .fir ,r fw, =.,,y, ,6 is .'N' F'. ' ..� l.:r., -. "� rt,+:x✓... "•t -,� - .,n, .. t i $' . T vis.i K .ut.�. ;]- .-:,a • ZO .r •-.3'rN ..( F.-.'.5s.i..�1iS_�.._'i�<�:�.�a__r...___.....__.�,..a!?YiY4T?•-�.'_t. UU 0 1 Im ZFI I �0 0 �00 o 0 w:r� v tY O:n Ic (0 M i 0'zr•� 0 IL 1B 0� L6 '/i z • a `t laps.. /\` .1/ a 1 � 1 .70592 o s; a O 8 L L I. 3 ATE OF drowing� no ss.., olnvA. * 07, W99-04 SEALANT SEALANT INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION a 1' JNIN. 2-1/2" MIN. INSTALLATION TYPE '1' 1133/88"- I 1 WOOD BUCK TYPE '1' MATERIAAL PRESSURE TREATED TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION . Q• y a�, � V d " BUCK INSTALLATION BY OTHERS 1" MIN. INSTALLATION TYPE '3' 1 3/8" WOOD BUCK TYPE '3' MATERI,: PRESSURE TREATED m•► •a • 9 ••1 ALUM CHANNEL (6063-T6) 3/4" X 1- X 3/4- X 1/8- 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER SEALANT .aQ,`. v. fix.'• 0 1" MIN. SEALANT 2-1/2" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION —9m c T 4 \v 2 1/8" MIN_ • Y-- ••D BUCK TYPE T ER PRESSURE TREATEI ON ALL FOUR SIDES/LISING YLQOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION � Q N S; a N; I .'"•a' v •'cad o " BUCK INSIALIATION BY OTHERS 1" MIN. MIN. INSTALON ••• BUQK >v• MATERI PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIbESfUSING WOOD U 0 TYPICAL ANCHORS rn a Z h o� NG SEE ELEV. FOR SPACING FSEE SHEET 6 FOR DESCRIPTION � J I'+ ut m a IL I METAL 1 - STRUCTURES Q; O p o. 0 3/4" 1, O w CL O IOq M v 0�� O Icy ac • I� Oa Lu jI • ••• , Ci I•_ • . . • O • • co ATTACHMENT TO •.•• I g• La METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION i i ■ 11 • •[•jj • • PRODUCT REVISED as complying with the Florida Building Code NOA-Wo. 17-0918.06 ALT ANCHOR LOCATION By I S ,DWI 7L _ HEAR._ �_�;; y "'(fi t;,, - ��a �lr• � r t� Mlam Date 10a1/2023 o o M v 0 w pw �I a a il c� �I p HN o rn mto 3 04 z7 tOj 0 r� r �� An N C Zit I 30 -� W O m LLJ in V O : y �1r 0 C� W Ld C9 O C z � w L) L) u 0 0 0 CL z z z1:) 1 CO VGEPiS`F/�� I a .70592 O N C . TATEOF drawing no. :�:s�'/®ray •,a �� . INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 ANCHORS . FOR SPACING T 6 FOR DESCRIPTION 11 3/6" I 1 M s— 2 1/8- INSTALLADON TYPEW••Q BUCK TYPE mATERtA PREssuRE TYPICAL •► DETAI ON • ; SIDEVUSING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Q _ 441 a aQ ,•a V a ` BUCK INSTALLATION BY OTHERS 1" MIN. INSTALLATION TYPE '3' 1 3/8" WOOD BUCK TYPE '3' MATERIAL PRESSURE TREATED TYPICAL ANCHORS SEE ELEV. FOR SPACING STE SHEET 6 FOR DESCRIPTION c I 2 1/8" MIN. d 1" MIN. f + 2-1/22-1/2' MIN. INSTALLATION INSTALLATION TYPE WOOD TYPE'ZTYPE'Z' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON- ALL FOUR SIDESf USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION I� N I V • BUCK INSTALLATION BY OTHERS 1" MIN. INSTALLATION TYPE '4' MIN. 1W0QQ BUCK TYPE '4' MATERIAE PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES MI—I� ATTACHMENT TO METAL STRUCTURE 1 a) �m Z 3 0 h g Z ty Q iL � I� C 9 � 0 0 L) IL W m , ..0 fL A • • 0 ar 't N•••: • • Q 'tL0 •••• LIN zmO i L • • (N •• • w••• • • 0 p a)• ' I • • it3 • a • Z ..... M I •• i• , co •�••to •• a vl O W W _U) TYPICAL ANCHORS Q 3 04 r j 1SEE ELEV.o SEE SHEETFOR 6 FOR DESCRIPTION 10 -0 � M A " : • AT• L • TAN 0 R 9nia PRODUCT REVISED as complyingg with the Florida Building Dade HOA-No. 17-0918.06 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN Exl LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER BY .-THEM-TO. THE l� u-�U��` ��lR•`. P•.}�� A .. w.�b t. r,•..> �� i'it. '.••2 �S.l.c. +4V. fi:.ie:.d y!.-V� ty k!'�i.�.F� it J '.L�•! F `a - i�i JI ./': rsY. l.:y�ti* t M ...: _ Date 10/31/2023 N C Z� I (W � o 0: IWU o� �i�il�lmW (A N m m r fn rn fn tr, 0 r r m N e=- a 0 L5 0 0 0 0�0Ia 0 Z Z Z 7 Z a w e N [V O' t s c o drawing no. W99--04 .4 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WMDOW DIms. ANCHORS TYPE 'A' & 'C' ANCHORS TYPE '8' W/o SHEAR C12 1Q'PE SHEAR CLIP WITH OR W/o SHEAR CLIP WIDTH HEIGHT AT 17' O.C. AT 10" D.C.(AT 17- O.C. AT 10" O.C. AT 17" O.C. AT 10" D.C. 24" 24" 28' 30' 36" 42' 48' 54' W. 66" 72" 78' U. 195.0 ; 195.0 129.0 1935 195.0 195.0 19" :' 195.0 110.6 165.9 195.0 195.0 195.0 ( 195.0 154.8 154.8 195.0 195.0 195.0 195.0 j 129.0 172.0 195.0 195.0 195.0 195.0 ; 110.6 147.4 195.0 195.0 195.0 195.0 ( 129.0 1612 195.0 195.0 195.0 195.0 114.7 172.0 195.0 195.0 193.6 ; 195.0 103.2 154.8 195.0 195.0 195.0 ( 195.0 117.3 164.2 195.0 195.0 195.0 195.0 107.5 150.5 195.0 195.0 186.2 195.0 99.2 158.8 195.0 195.0 195.0 195.0 110.6 165.9 195.0 195.0 " 24' 28" 30' 36' 42' 48- 54' 60" 66- 72" 78' 19&0 195.0 154.8 154.8 195-0 1 195.0 195.0 195.0 13Z7 132.7 195.0 ( 195.0 195.0 195.0 1233 123.8 195.0 195.0 193.6 195.0 103.2 137.6 195.0 195.0 165.9 195.0 88.5 117.9 195.0 195.0 193.6 195.0 1032 129.0 195.0 195.0 172.1 195.0 91.7 137.6 195.0 195.0 154.9 195.0 82.6 123.8 195.0 195.0 176.0 j 195.0 93.8 131.3 195.0 195.0 1513 195.0 86.0 120.4 195.G 195..0 148.9 195.0 j 79.4 127.0 195.0 195.0 " 24' 28' 30' 36, 42' 48" 54" 60" 195.0 195.0 129.0 ; 172.0 195.0 195.0 195.0 195.0 110.6 147.4 195.0 195.0 193.6 195.0 1032 137.6 195.0 195.0 161.3 195.0 86.0 114.7 195.0 i 195.0 138.3 104.4 73.7 983 195.0 195.0 151.3 195.0 86.0 107.5 195.0 ; 195.0 143.4 195.0 76.4 114.7 195.0 1950 129.1 193.6 68.8 103.2 195.0 195.0 42" " 28" 30" 36' 42' 48" 54" 195.0 195.0 110.E 147.4 195.0 195.0 177.8 195.0 94.8 126.4 195.0 195.0 165.9 195.0 88Z 117.9 195.0 195.0 1383 184.4 73.7 983 195.0 195.0 118.5 158.0 63.2 842 1 179.8 195.0 1382 172.9 73.7 92.1 195.0 ; 195.0 122.9 184.4 65.5 93.3 186.4 195.0 Z 24" 28' 30" 36" 42' 195.0 195.0 129.0 161.3 195.0 195.0 195.0 195.0 110.6 138.2 195.0 195.0 193.6 195.0 1032 129.0 195.0 195.0 1613 195.Q 86.0 107.5 195.0 195.0 138.3 172.9 73.7 92.1 195.0 195.0 121.0 1513 64.5 80.6 183.5 195.0 54' 24 28' 30" 36' 42' 195.0 195.0 114.7 172.0 195.0 195.0 184.4 195.0 98.3 147.4 195.0 195.0 172.1 195.0 91.7 137.6 195.0 195.0 143.4 195.0 76.4 114.7 195.0 195.0 122.9 184.4 65.5 98.3 186.4 195.0 60' 24' 28" 30" 36" 193.6 195.0 1032 154.8 195.0 195.0 165.2 195.0 88.5 132-7 195.0 195.0 154.9 195.0 82.6 123.8 195.0 195.0 129.1 193.6 68.5 103.2 195.0 195.0 66" 24' 28' 30' 195.0 195.0 1173 1642 195.0 195.0 188.6 195.0 1005 14.7 195.0 195.0 176.0 195.0 93.B 1 131.3 195.0 195.0 24" 72' 28' rc 9�, .3�-. wt_L 'x7`�rtti 195.0 195.0 1075 150.5 195.0 195.0 172.9 195.0 92.1 129.0 195.0 195.0 u. s,w ,L .i. t�.».i.,,P 1t.. ___�•'-�. PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO •SHEET 5 FOR DETAILS WL*iDOW DW, ANCHORS TYPE 'A' & 'C' ANCHORS TYPE 'H' W/o SEIsAE Cup WITH SHEAR CLIP Fifth OR W/o SEW CLIP WIDTH HEIGHT AT 17' O.C. AT 10" O.C. AT 17- O.C.IAT 10" O.C. AT 17" O.C. AT 10- Q.C. 78" 24' 28" 30' 186.2 195.0 99.2 158.8 195.0 195.0 159.6 195.0 85.1 136.1 195.0 195.0 148.9 195.0 79.4 127.0 195.0 195.0 24" 1 28" 195.0 195.0 110.6 16" 195.0 j 195.0 177.8 1 195.0 94.8 142.2 195.0 195.0 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOF DIMS. ANCHORS TYPE 'A' & 'C' ANCHORS TYPE 'B' W/o SHEAR CLIP WITS SHEAR CLIP vm OR W/o SBRO CLIP WIDTH HEIGHT AT 17" O.C.AT 10" O.C. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. 19-1 /8" 26' 38-3/8" 5D-5/8" 0. 74-1/4" 195.0 195.0 149A 195.0 195.0 195.0 195.0 195.0 151.9 195.0 195.0 195.0 195.0 195.0 153.5 191.9 195.0 J 125A 195.0 195.0 1 123.3 195.0 195.0 195.0 195.0 195.0 I 130.8 195.0 195.0 195.0 26-1/2' 26' 38-3/8" 50-5/8- 63. 74-1 /4" 195.0 195.0 107.8 161.8 195.0 195.0 195.0 195.0 109.E 146.1 195.0 195.0 195A 195.D 110.8 138Z 195.0 195.0 197.0 195.0 89.0 155.8 195.0 195.0 177.1 195.0 94.4 151.1 195.0 195.0 37" 26" 38-3/8' 50-5/8' 63' 195.0 195.0 115.9 154.5 195.0 195.0 1472 195.0 78.5 104.7 195.0 195.0 148.8 186.0 79.3 99.2 195.0 195.0 119.6 195.0 63.8 111.6 181.4 195.0 42' 26" 38-3/8' 50-5/8' 191.5 195.0 i 102.1 135.1 195.0 195.0 129.7 173.0 69.2 92.2 195.0 1 195.0 131.1 163.9 69.9 87.4 19&0 195.0 53-1 /8' 26. 38-3/8' 195.0 195.0 107.6 161.4 195.0 195.0 136.7 195.0 72.9 109.3 125.0 195.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1 /4" DIA. KWIK-(KON it BY 'HILT]' (Fu-163 M. Fy-157 KSI) 1/A' DIA. ULTRACON SY `ELCO' (Fu-177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1•/4" DIA. KWIK-CON 11 BY 'HATE' (Fum163 KSL Fy=157 KSI) 1/4- DiA ULTRACON BY 'ELCO' (Fu=177 KSI. Fy--155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO, CONCRETE TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 ORS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL:- 1/8• THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ' TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE _; 1" MIN. INTO METAL STRUCTURE _ 3/4• MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. fi i JAN Q 8 20119 PRODUCT REVISED as compiyIng with the Florida Building Code NOA-No. 17-0918.06 By Date 10Gf112023 ANCHORS WITH SHEAR CLIP V / .705921 �•. ATE OF •�/ WAL 3 i • N o co co w pO w X a; c v �r-� to I 0 cV M r1 00 -0 3 04 �_ �-Lj W O� v of (�TQ -1 wn cU��r- Uj i _ in w 0 n O in o N rn p �U N Ir W r L) 0 a O!n z m =inls _o rn co o r drawing no. W99-04 PERFORMANCE VALUES OF ALUbffNUM BUCK INSTALLATION ANCHORS WINDOW DIMS. 1/4" ANCHORS INTO MASONRY 1/4" ANCHORS INTO WOOD WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 24' 24" 28" 30" 36. 42' 48' 54" so' 65" 72' 78' 84' 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 169.1 195.0 148.0 195.0 131.E 177.6 118.4 161.5 107.6 148.0 98.7 136.6 91.1 126.9 84.6 28' 24" 28" W. 36' 42' 48' 54" 60. 66" 72" 78" se 195.0 195.0 195.0 195.0 195.0 195.0 195.0 169.1 195.0 145.0 190.3 126.9 169.1 112-8 152.2 101.5 13&4 92.3 126.9 84.6 117.1 78.1 105.7 72.5 3O' 24' 25" 30" 36" 42' Q. 54' 60' 66' 72' 78' 195.0 195.0 195.0 195.0 195.0 189.4 195.0 157.9 195.0 135.3 195.0 118.4 195.0 105.2 177.6 94.7 161.5 86.1 148.0 78.9 136.6 72.9 36" 24" 28' 30' 36" 42' 4.8" 54. 60. 195.0 195.0 195.0 169.1 195.0 157.9 195.0 131.6 195.0 112.8 185.0 98.7 164.4 87.7 148.0 78.9 42" 24' 28' 30' 36" 42' 48' 54' 190.3 169.1 163.1 145.0 152.2 135.3 126.9 112.8 108.7 96.7 95.1 84.6 84.6 75.2 PERFORMANCE VALUES OF ALUMLNFUM BUCK INSTALLATION ANCHORS WINDOW DIMS. 1/4" ANCHORS INTO MASONRY 1/4" ANCHORS INTO ROOD WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 24' 28" 30" 3b" 42" 48" 195.0 14&0 190.3 126.9 177.6 118.4 148.0 98.7 126.9 84.6 111.0 74.0 54' 24" 28" 30" 36' 42" 195.0 131.6 169.1 112.8 157.9 105-2 131.6 87.7 112.8 75.2 60" 24" 28' 3O" 36' 177.6 118.4 152.2 101.5 142_1 94.7 118.4 78.9 66" 24" 28' 30' 195.0 134.5 173.0 115.3 161.5 107.6 72" 24' 28' 30" 185.0 123.3 158.6 105.7 148.0 98.7 78' 24" 28' 30" 170.8 113.8 146.4 97.6 136.6 91.1 84' 24` 28" 190.3 126.9 163.1 108.7 .9-1/8" 26" 38-3/8" 50-5/8" 63" 74-1/4' 195.0 195.0 195.0 195.0 195.0 176.1 195.0 1415 180.1 120.1 26-1/2" 26' 38-3/8" 50-5/8' 63, 74-1/4' 195A 195.0 195.0 167J 190.6 127.1 153.2 102.1 130.0 88.7 37" 26' 38-3/8' 50-5/8' 63" 1-95.0 177.2 135.1 120.1 102.4 91.0 82.3 73.1 53-1/8' 26' 38-3/8" _185.2 123.4 125.4 83.6 ,LTJMINUM BUCK FRAMING _ DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. NOTE: ALUM BUCK ANCHORS .TO BE INTO CONCRETE AT HEAD & SILL MAY BE INTO FILLED CMU AT JAMBS. FROM • O.C. - •HEAD/SILL Zn I• I M• �'' ,d v d t • ' d'; .ate d�. a ° , •• \ -• d • c r• a• 1 n 1 le DIA KW1K-CON/ULTRACON I I 1-3/8. MIN. CONC. EMBED ' PRODUCT REVISED 2 1 /2" MIN. as comp�l•ng with the Florida EDGE DIST Building Code 1" MIN. NOA-No. 17-0918.06 S 0 TYPE eLExpitration Date 10I31/2023 INSTALLATION TYPE V INTO MASONRY 13Y 2BY WOOD BUCK OR WOOD STRUCTURE Miami -Dade Product Control TYPICAL INSTALLATION_ DE16-1 ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM t 2.500 .845 645 065 PRODUCT REVISED as complying with the Florida 065 , �.592� Building Code HOA-No. 17-0918.06 r562 1.125 � 'rati n Date 10 112023 1.436 I� By ` 125 .903 i� Mia i ade roduct Cont I _ u K OFMONAL COVER wN 08 2018 6O63-T6 6063-T6 IC). U �I I? j p➢; Z w � �9la 1J tmZ �a a Qg 4 Q'0060 W R 001 IL y� Q I Q �jOJ j Dui • ��•$ • O L l o .... a m o4 j •••i •••• •d Labs jq •a zw to •••• . N #14 SMS ' 0 m • • =' • • • • •M AT 6' FROM ENDS 24" O.C. MAX. AT JAMBS • • - .. 0 LO I 17" O.C. MAX. AT HEAD/SILL 5 • • • •� I', O UI �••• >` M Ow QLi 22 g 0 m:N o r rn JJ in C??V CO M t e) N SO � } I GZ��1 14 SMS 1-1/2" MIN. WOOD EMBED AT 6" FROM ENDS AND J) w O = n W O ¢ w 24" O.C. MAX. AT JAMBS U r t- 17" O.C. MAX. AT HEAD/SILL ©®Ac 0 0 Egg 0T zw�zwi fL zw 0 Ij a � a o t N, Id o r 0 0 � oo Y J W 2- U drawing no. W99-04 .rw- Yr-. 6s! - 1•.. !. .i. CCi. z na �..r .•r I r i 1 ..{ -.._. t t. .ram u s � !. . ..� •i.K •. •, � v .. My,•- ).-r^ . '•c+ .. t 1 -S .. eV ♦ .� ?>b' s r 7 _ ,.. {.7. �.- . r 1 � . � ... .. . G xrr.-�4�+r' vs-:.: p .... .. , i . �.ti� rw•" -`ro: 3 r., Win:. n. . ., ➢ ('s' .� �. .. ... .."kr .. �_ _,. ... i..l.. . w ..ems .r.. .S ... � .--�%',.x, ➢ ! .X. _.'>; ..-_z e . _.1:. a'_;:U. A .:£"' . y . ,f,, - 1 _ 3 �...... 1 ^-I.t.}� �,..._... ..rv.d..._ . ,.__�z._. c-.�.,. x__... ... -._ t 2. •...._r _. _...... y�..ttl�l•:L.�..er_.z �-ox�c -� ..2";"._�;. ti :e�•..3. � • � ..i I �� -Y•g "� 5 ... _.1, _ - �-i'� -- Y _ t . .. , O W Z z O J D W m REINFORCING AS READ. SEE SHEET 4 FOR CAPACITY WINDOW WALL SYSTEM WITH WINDOW INSERT SEE SEPARATE NOA FOR WINDOW CAPACITY LOWER RATING OF WINDOW OR rF WINDOW WALL SYSTEM WILL CONTROL. r �— H / \ n t1 III! 12 12 \ II II II Z0Z Z 3 W w Uw w 10 QQ N m // 2 '� W Q In O W B 8 V) J (n / D.L. OPG. WIDTH SEE SHEET 3 V) m w z it �O C v 8 L131 r 1 r 1// 4" MAX.HEAD/SILLI ——CORNERS"i�EAD MAX. MULLION SPACING SILL SEE SHEET 4 WIDTH ! SEE JAMB ANCHOR ANCHORS TYPE SPACING CHART �� A. Al. B, 81 OR C, Cl —3OR4 AT EACH SIDE OF MULLION SEE SHEET 5 SERIES SS-3500 ALUMINUM STOREFRONT SYSTEM THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC Ih'a—rr- '*'fi .�i�.L,��.. �::'.'':�.^•.Q,i<':., vViulllJ, . ,'.VI vrYr it•::i ,.L V AND TO BE REVIEWEDvBY BUILDING OFFICIAL. IM N D.L. OPG. WIDTH • SE SHEET 3 D • 10 • 0 H UZz O QQ UW = lal • = WN w In a 2 ur / w 0 / w VS mw W z cc iD 0 C 8 J 1 1 I I I I 4" MAX. 13" MAX. I� _DOOR MULLION ANCHORS HEAD/SILL HEAD SEE SHEETS 6 & 7 CORNERS SILL ANCHOR SPACING AT FRAME JAMBS ANCHOR WIDTH 'W' UPTO 60" WIDTH 'W' ABOVE 60" TYPES IIA' SHIM 3 8' SHIM 1 2 SHIM t 4" SHIM 3 8" SHIM 1 2 SHIM A 10-3 8 — 7-3 8 — — B 14-3 16 — — 10" — — C 15-1 2 — — 11-3 16 — — A1 13-1 2 10-1 4 8-1/4- 9-3 4' 7-1 2 5--3 4 B1 16" 14-3 4 8-1 4 9-3 4" 7-1 2 5-3 4 C1 18" 14-3 4 11-3 41 14-1 4 10-1 2 1 8-1 2 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 3 FOR GLASS DESIGN LOAD CAPACITY. STEP CHECK MULLION DESIGN LOAD CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM. FOR SYSTEMS WITH WINDOW OR LOUVER INSERTS LOWER Lam::,-�.. � _ !X �' iT`!i. i,-±��..1. ti�TiR.-., , .,�11'= r,� .+` .��' `Is'�" :S"` � .� '•'`� x _.'?a. a.s.. -,, , , , WILL APPLY. DAYLITE OPENINGS SINGLE '0' PANEL: DLO WIDTH = FRAME WIDTH — 5.50" DLO HEIGHT = FRAME HEIGHT — 5.50" THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. L" 2d 217 vRODUCT REVISED ;,s complying with the Fimida 3uiiditig Code =-gpir tlion 1�ks _ yfi/}nlgh %xpiration I3�te �JLi.i,Rl��J ?ct C& !. .i. r� -_ ' ,_ -�.• ,.% '7k ,:.-._.�'__ ✓t � o -+t a •. �lTE OF OR1DP;.•'•� F U N I r Z cc to z O 03a. q Q cV COO NO 04 U �•e LL. V• Do� 0; jE.0 00 0 otre 1 05026 . LL b La 00 Q w c0 sheet 1 of 15 I 1/4" ANN. GLASS SILICONE .090" Interlayer DOW CORNING 995 SentryGlas DOW CORNING 983 By 'Kuraray America, Inc.' DOW CORNING 791� GE 7700 r1/4" ANN. GLASS Z� m n: 6 it !i I ` I I GLASS TYPE 'A' SILICONE DOW CORNING 995 DOW CORNING 983 DOW CORNING 791 GE 7700 z 2a M 1/4' ANN. GLASS .090" Interloyer SentryGlas By 'Kuraray America, Inc.' 1/4" ANN. GLASS 7/ 61 /4R TEMP.SPACE GLASS SILICONE DOW CORNING 995 DOW CORNING 983 DOW CORNING 791 GE 7700 1/4" HEAT STREN'D GLASS .090" Interloyer Trosifol PVB By 'kurcray America, Inc.' r-1/4" HEAT STREN'D GLASS z � m 1 6 M 5 Ij it i� I 0 x 8 / GLASS TYPE `B' SIUCONE DOW CORNING 995 DOW CORNING 983 DOW CORNING 791 GE 7700 z / M � I II �I \ I �I� �I i �� 1 XL EDGE SPACER A7 ST. STEEL BY 'CARDINAL' g / OR w DURASEAL BY 'QUANEX' OR w \ \ 8A / SUPER SPACER NXT BY 'QUANEX' �- — OR KODISPACE 4SG TPS BY 'KOMMERLING' GLASS TYPE 1/4" HEAT STREN'D GLASS .090" Interloyer Trosifol PVB By 'kurcray America, Inc.' 1/4" HEAT STREN'D GLASS 16- r7/ R 1 /4TEMP. r GLASS V uv --� 0 it � \ 8A / w GLASS TYPE SIUCONE DOW CORNING 995 DOW CORNING 983 DOW CORNING 791 GE 7700 1/4" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1 r 1/4" HEAT STREN'D GLASS z C g m _ 6 i! it I 1 0 � 7 GLASS TYPE SILICONE DOW CORNING 995 DOW CORNING 983 DOW CORNING 791 GE 7700 z C g m in \ M V, 1 XL EDGE SPACER 'CARDINAL' ST.. STEEL BY / OR lDURASEAL BY 'QUANEX' OR SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TIPS BY 'KOMMERUNG' GLAZING OPTIONS 1/4" HEAT STREN'D GLASS .090" Interloyer SentryGlas By 'Kuraray Americo, Inc.' 1/4" HEAT STREN'D GLASS AIR SPACE [7/16- r 1 /4" TEMP. GLASS 1p lSa: \ 0 SA LLJ LLI GLASS TYPE 1 XL EDGE SPACER /ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER NXT BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' 'itOI)UCr REVISED 3s complying with the Florida .3uAding Code 17_Ill �2 ACceptwice�N�o_y Expiration 1d�.lQ 5 U N to I r\ ZC, 0 h °' z a H m .2 N a �� • .71 — M �•• 00, a U •••• • ....• QttMOM ; .... 0 V 0 ...... Q Ntrr ; •• . . .� �'iy� N ..:. . . � LLI • • • jU' ttpp `� ' • ak •W M N L. 0 OO Lu o �LLJ C a2No Z U) LO N p N ► to pZ LL rr Min o 3O -M N U og W drawing no. WV_7-5? sheet 2 of 1 c us GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES GLASS TYPES GLASS TYPES D.LO. WIDTH D.L.O. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 33-1/4" 35" 45-1 /4" 47" 51-1/4- 57-1 /4' 69-1/4- 54-1 /2" 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 67.5 77.2 77.2 77.2 86.8 115.8 62.2 71.1 71.1 71.1 80.0 106.7 56.0 64.0 64.0 64.0 72.0 96.0 56.0 64.0 64.0 64.0 72.0 96.0 33-1 /4- 35- 45-1/4' 47" 51-1 /4' 57-1/4" 69-1/4• 66-1/2" 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 67.5 77.2 77.2 77.2 86.8 115.8 62.2 71.1 71.1 71.1 80.0 106.7 56.0 64.0 1 63.9 63.9 72.0 96.0 - - - - 60.0 80.0 33-1/4- 35" 45-1/4- 47" 51-1/4" 57-1 /4- 69-1 /4" 78-1 /2' 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 1 80.0 90.0 120.0 67.5 77.2 77.2 77.2 90.0 115.8 62.2 71.1 71.1 71.1 90.0 100.0 - - - - 90.0 100.0 - - - - 75.0 83.3 33-1/4- 35" 45-1 /4' 47" 51-1/4- 57-1 /4" 69-1 /4' 90-1/2" 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 70.0 80.0 80.0 80.0 90.0 120.0 - - - - 90.0 115.8 - - - - 90.0 106.7 - - - - 90.0 100.0 - - - - 75.0 83.3 33-1/4' 35- 45-1/4" 47" 51-1/4- 57-1/4- 102-1 /2" - - - - 90.0 120.0 - - - - 90.0 120.0 - - - - 90.0 120.0 - - - - 90.0 115.8 - - - - 90.0 100.0 - - - - 90.0 100.0 33-1/4" 35" 45-1/4" 47" 51-1/4" 57-1/4" 114-1/2" - - - - 90.0 120.0 - - - - 90.0 120.0 - - - - 90.0 120.0 - - - - 90.0 100.0 - - - - 90.0 100.0 - - - - 90.0 100.0 33-1/4" 35" 45-1/4" 47" 51-1/4" 57-1 /4" 126-1/2" - - - - 90.0 120.0 - - - - 90.0 120.0 - - - - 90.0 100.0 - - - - 90.0 100.0 - - - - 90.0 100.0 - - - - 82.9 92.1 33-1 /4- 35' 45-1/4" 47" 51-1/4- 138-1/2" - - - - 90.0 120.0 - - - - 90.0 120.0 - - - - 90.0 100.0 - - - - 90.0 100.0 - - - - 1 90.0 100.0 LAJ a J Q U) r S 2 w ir O In 0 3 z L.t w m z O g O Q IY w z C n I^ wlr%*r A n l A t"InTu LJ O J 0 I i ii i' ODUCI' REVISSD complying w4h the Florida _- Building Code /}� �.cceptance NO 1 -1!104-d1 _-, ,iration Date NOTE: Py ri A,cc i:rnvgrlTIFc OnI Hic SHF�r aRE. _ -._>.�.�r•-. i•E;h� :.. •,, -:v- ...stCr.,e.;:cs�''•t:c-w .:�': �.�. l �a,-.• .'is a. •, ,wc .�:-:�:..y. o.. � �1._. •. _.- ...'".. /ss-�A•-�`,�.1 c .... ,. �.... `ei T ,.,..-.,.. .-.�. ._ �a«=,.7.,� .ti e.✓:;i__�.�.v;s,•.,,:..,..-�-.--�., =:. ..S> :,J�._:.r:,....�_.'.a:u:.rs"1:�•S.l�ci. BASED ON ASTM E1300-09 (3 SEC. GUSTS). GLASS U N I r` O ,t4 z N I-LL, .�N ar••V O LL Q� C ATM • ••• 0 46H I • 2° N 1 ,AIL a •••• W ZN0 • • OCR M 2 h n cnH a 1 Q o I ~ o .o drawing no. W17-5 sheet 3 of 15 um MULLION DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULLION 'MI' MULLION 'M2' MULLION 'M3' WIDTH (W) FRAME HEIGHT EXT.(+) (-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24" W. 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 60" 90.0 -,t 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 1 72" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 82.6 82.6 90.0 120.0 90.0 120.0 68.8 68.8 90.0 120.0 90.0 120.0 24" 30" 36" 37-3/4" 4g" 49-3/4" 54" 60" 72• 84" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 74.8 74.8 90.0 120.0 90.0 120.0 72.2 72.2 90.0 120.0 90.0 120.0 66.5 66.5 90.0 120.0 90.0 120.0 59.9 59.9 90.0 120.0 90.0 120.0 49.9 49.9 90.0 102.5 90.0 120.0 24' 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 96" 1 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 75.4 75.4 90.0 120.0 90.0 120.0 71.9 71.9 90.0 120,0 90.0 120.0 56.5 56.5 90.0 117.7 90.0 120.0 54.5 54.5 90.0 113.5 90.0 120.0 50.3 50.3 90.0 104.6 90.0 120.0 45.2 45.2 90.0 94.1 90.0 116.3 37.7 37.7 78.5 78.5 90.0 97.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 80" 72• 97-3/4" 90.0 90.0 90.0 120.0 90.0 120.0 B7.1 87.1 90.0 120.0 90.0 120.0 72.6 72.6 90.0 120.0 90.0 120.0 69.2 69.2 90.0 120.0 90.0 120.0 54.4 54.4 90.0 113.5 90.0 120.0 52.5 52.5 90.0 109.5 90.0 120.0 48.4 48.4 90.0 100.9 90.0 120.0 43.5 43.5 90.0 90.8 90.0 111.9 36.3 36.3 75.7 75.7 90.0 93.2 24" 30" 36" 37-3/4" 48" 49-3/4- 54"' 60" 72' 108" - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 118.2 90.0 120 - - 90.0 93.0 90.0 112.6 - - , 89.7 89.7 X.0 108.6 - - B2.7 82.7 '90.0 100.1 - F- - 74.4 74.4 90.0 90.1 - 62.0 62.0 75.1 75.1 MULLION DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULLION 'MI' MULLION 'M2' MULLION 'M3' WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24' W. 36' 37-3/4" 48" 49-3/4" 54" 60" 120" - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 100.4 90.0 119.2 - - 90.0 95.8 90.0 113.7 - - 75.3 75.3 89.4 89.4 - - 72.7 72.7 86.3 86.3 - - 67.0 67.0 79.5 79.5 - - 60.3 60.3 71.5 71.5 24" 30" 36" 37-3/4" 48" 49-3/4" 59-15/16" 132" - - 68.3 68.3 68.3 68.3 - - 68.3 68.3 68.3 68.3 - - 68.3 68.3 68.3 68.3 - - 68.3 1 68.3 68.3 1 68.3 - - 62.2 62.2 68.3 683 - - 60.1 60.1 66.7 66.7 55.3 55.3 61.4 61.4 - - 49.9 49.9 55.3 55.3 24" 30" 36" 37-3/4" 48" 49-3/4- 144" - - 68.3 68.3 68.3 68.3 - - 68.3 68.3 68.3 68.3 - - 68.3 68.3 68.3 68.3 - - 66.5 66.5 67.7 67.7 - - 52.3 52.3 53.2 53.2 - - 50.5 50.5 51.4 51,4 0 MTTTI.1nN 'M1' c� w ma 4_ 0 V) 2 0 3 Z LLJ I,J 0 0_ it w Z _ MULLION 'M2' MULLION 'M3' INTERMEDIATE HORIZONTALS (OPTIONAL) I w r w • L L L • • • • W1 W2 W1 r i • WIDTH (W) - AT FRAME MUWON W1 + W2 2 MULLIONS y�V c.� I n Z F J O Z M N Q 0 p 0 O ••�• M QOM : •••• O Cp W M • o° • IAM . ... • • .... 4WD o . Q •W of • N J t0)A V U � G � Z 0 Q roi O Li V) p=NO Z L � 03 to 3 N� M O a .a " p � Z U- u) M 30 O 1 0 U�� N 0 p y® ;'RODIJC'i' REVISFLi � � N �d as complying with 94 )F)i Wi&R 2 cetng cede Acp� Acceptance IVa On ® TE OF drawing no. �,��' OR10P. •'��; w17-52 s - w 19+ 1 1 ►```` i sheet 4 of 115 By .. .. �.✓T-'7..i Y� s-n __.,, A F:: _ - '" - .. r"'�.36 -� -sS r_,w4 „.:-,.+ .- � sa.1 f ,�f i � � `a s-'- �.> _ �. � `-.a. E.4 ,>:i-'�"....� ,:.3.>.,...-....:._.,.1,Y-..c.:,._.>�..._.. .%�-.>�t..r�Y�.;i. •'=, s.T,• r. �... �a�-.-.. ,.-.�:F�C�:._ tY � ..dam.-t: .,_ .i�. ..< .. �`:�G`� t-.. _-,:-.- -�..� �h, .. wry:° ... -i •_ 60" 72` 89.1 118.9 120.0 120.0 120.0 120.0 74.3 99.0 101.4 120.0 111.7 120.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 96" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 97.5 120.0 120.0 120.0 120.0 120.0 94.1 120.0 120.0 120.0 120.0 120.0 86.7 115.E 118.3 120.0 120.0 120.0 78.0 104.0 106.5 120.0 117.3 120.0 65.0 86.7 88.8 118.3 97.8 120.0 24" 30" 36" 37-3/4" 48" 49-3/4" 54" 60" 72" 108" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.6 120.0 120.0 120.0 120.0 120.0 110.2 120.0 120.0 120.0 120.0 120.0 86.7 115.6 118.3 120.0 120.0 120.0 83.6 111.5 114.2 120.0 120.0 120.0 77.0 102.7 105.2 120.0 115.9 120.0 69.3 92.4 94.7 120.0 104.3 120.0 57.8 77.0 78.9 105.2 86.9 115.9 T '� . `m-< :-"-•v __ T...S. _ -..t; r .* P:f;-k,. •. 1e ,.!^, � - �- _. -:. T v- . - � r.�✓ x.� � .- . _ F ,..�"� . ".",.'...r.7. `"F'\ `-e .-. Mesa!`. st. .. �.. .a. .....Ja F::.E. S.✓.P .'$'� �. v.., ♦ .) u "�� w-. PIp.• 1 1 C. ¢ x.- ,�V� I./ !.. _... e.v. yil.., �... f-w � e-.._:..F � .. �i�. �.i .. 6 w 0 J J Q C9 W 2 Elf V) 2 z w .,J m z 5 1 Y : RODUCTREVISED as complying with the Florida Building Code iclt stance » n-i / 4. Ef-Wifation Date_ 3� A 77 � N v ,p U i CA _ C rn N Z Q�ui L O O O Z C 0 2N o 010 .0, ii N to00 Q M n ell�3 Cl � c Z f.,- M u� 30 1 _ 05 V) p a -1 Uri LAJ ANCHORS 3.•••�G F '�� i M o i v o J2 v x J v` u •. TEOF ��2 drawing no. oRIo.. •'�® �W 17-52 i��• 9. (sheet 5 of 15)� MULLION ANCHOR LOAD CAPACITY - PSF ANCHOR TYPE ANCHORS 'Al' ANCHORS '111' ANCHOR TYPES 'Al' & 'B1' ANCHOR TYPES 'Al' do 'B1' ANCHOR TYPES 'Cl, SHIM SPACE 1/4" MAX. SHIM 1/4" MAX. SHIM 3/e" MAX. SHIM 1/2" MAX. SHIM 1/4" MAX. SHIM 1/2" MAX. SHIM WIDTH (W) LENGTH (w 6 ANCHORS 8 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 6 ANCHORS EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (t) INT. - EXT. (+) INT. - EXT. (+) MT. - 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37-3/4" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 49-3/4" 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.0 120.0 120.0 120.0 54" 60' 120.0 120.0 120.0 120.0 109.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 98.7 120.0 120.0 120.0 72" 120.0 120.0 104.4 120.0 82.2 109.7 120.0 120.0 Y4" 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37-3/4' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 72" 120.0 120.0 120.0 120.0 102.8 120.0 120.0 120.0 49-3/4' 120.0 120.0 120.0 120.0 99.2 120.0 120.0 120.0 54" 120.0 120.0 116.0 120.0 91.4 120.0 120.0 120.0 60' 120.0 120.0 104.4 120.0 82.2 109.7 120.0 120.0 72" 114.3 120.0 87.0 116.0 68.5 91.4 120.0 120.0 Y4" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 36" 37-3/4' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.5 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.0 120.0 120.0 1 120.0 48" 84" 120.0 120.0 111.9 120.0 88.1 117.5 120.0 120.0 49-3/4' 120.0 120.0 108.0 120.0 85.0 113.4 120.0 120.0 54" 120.0 120.0 99.5 120.0 78.3 104.4 120.0 120.0 60" 117.6 120.0 89.5 119.4 70.5 94.0 120.0 120.0 72" 95.0 114.9 74.6 99.5 58.7 78.3 120.0 106.2 Y4" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36" 37-3/4' 120.0 120.0 120.0 120.0 102.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 98.0 120.0 120.0 120.0 Q. 96" 120.0 120.0 97.9 120.0 77.1 102.8 120.0 120.0 49-3/4' 120.0 120.0 94.5 120.0 74.4 99.2 120.0 120.0 54" 114.3 120.0 87.0 116.0 68.5 91.4 120.0 120.0 60" 102.9 120.0 78.3 104.4 61.7 82.2 120.0 111.5 72" 85.8 100.5 65.3 87.0 51.4 68.5 120.0 92.9 24" 120.0r .0 120.0 120.0 120.0 120.0 120.0 120.0 30" 120.0.0 120.0 120.0 109.7 120.0 120.0 120.0 36" 120.0.0 116.0 120.0 91.4 120.0 120.0 120.0 37-3/4" 120.0.0 110.7 120.0 87.1 116.2 120.0 120.0 48" 108' 114.3.0 87.0 116.0 68.5 91.4 120.0 120.0 49-3/4" 110.3 120.0 84.0 112.0 66.1 88.2 120.0 119.5 54" 101.6 119.1 77.4 I 103.2 60.9 81.2 120.0 110.1 60" 91.5 107.2 69.6 92.8 54.8 73.1 120.0 99.1 72" 76.2 89.3 58.0 77.4 45.7 1 60.9 110.9 82.6 MULLION ANCHOR LOAD CAPACITY - PSF ANCHOR TYPE ANCHORS 'Al' ANCHORS '111' ANCHOR TYPES 'Al' & 'B1' ANCHOR TYPES *Al' do '111' ANCHOR TYPES 'Cl' SHIM SPACE 1/4" MAX. SHIM 1/4" MAX, SHIM 3/8" MAX. SHIM 1/2" MAX. SHIM 1/4" MAX. SHIM 1/2" MAX. SHIM WIDTH (') LENGTH Q 6 ANCHORS 6 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 6 ANCHORS EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (t} INT. - EXT. (+} INT. - EXT. (+) INT. - EXT. (+} INT. - EXT. (+) INT. - 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 120.0 120.0 120.0 120.0 98.7 120.0 120.0 120.0 36" 37-3/4" 120.0 120.0 104.4 120.0 82.2 109.7 120.0 120.0 120.0 120.0 99.6 120.0 75.4 104.6 120.0 120.0 'W 49-3/4' 120' 102.9 120.0 78.3 104.4 61.7 82.2 120.0 111.5 99.3 116.4 75.6 100.6 59.5 79.3 120.0 107.6 54' 91.5 107.2 69.6 92.8 54.8 73.1 120.0 99.1 60" 82.3 96.5 62.7 83.6 49.3 65.8 119.9 89.2 24" 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 W. 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 36" 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 37-3/4" 68.3 68.3 68.3 68.3 1 68.3 68.3 68.3 68.3 48" 132' 68.3 68.3 68.3 68.3 56.1 68.3 68.3 68.3 49-3/4' 68.3 68.3 68.3 68.3 54.1 68.3 68.3 68.3 54' 59-15/16"1 68.3 68.3 63.3 68.3 49.8 66.5 68.3 68.3 68.3 68.3 57.0 68.3 44.9 59.9 68.3 68.3 24" 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 30" 36" 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 68.3 37-3/4' 48' 144" 68.3 68.3 68.3 68.3 65.4 68.3 68.3 68.3 68.3 68.3 65.3 68.3 51.4 68.3 68.3 68.3 49-3/4' 1 1 68.3 1 68.3 63.0 68.3 1 49.6 66.1 1 68.3 1 68.3 SEE SHEET 9 FOR ANCHOR DESCRIPTION PRODUCT REVISED as complying with the Florida Building Code i�x�i,-atinn D"die � (�f?slli.l.� i.+r...-..,,..». .. f.Y .. r 0 r:aGsad.�,%C :--�--"�-..�..0 .-.. ..s•r. _. rr.7�r I.G w..�... .. A:�.�. .:.t�,,..._..4-..� •.. �.. .f a >-�. . r�.. .:.:.... ....._-r:o..,.�. .� .w a\:. ... 5 U N cc n OM ~ J q z HZ a F W CDd Qor••i� N •• • Q• N• a..�.. LL • • ��• M• •••• •O' M a.0< It -40 Osseo* 46 w •0 0 z V! O i •• • Iry J _ O Q W R•g W 0 3 N z w U n C 0) m 'o O p i M g o �i LLJ 0 Q L � N LL w � z v zN o N N� to M O i r� o �Z-� r'1 30 M U .- 5 � ANCHORS ``1t11rrrrrrr�� do ENN ��®• TATE F ' •�/� �i�a� •`•.FCORIOR'.• •�®�r`� N O LO o i 42 V h U drawing no. W17-52 _sheet 5.1 of 15' ANCHORS AT DOOR MULLION SEE SHEET 5 3" CGI WINDOWS' f,�P ENTRANCE DOORS SEE SEPARATE NOA ANCE DOORS ��-- • • • WINDOWS'#d1O48"80" NOA I - ,�• " 'y� I --_ ---, •••••• l / Y _ _ ___ _ __ •••••• `��,-_-�-__ •••• + ----- Ir--- I I I - • • /II � /III 1\-- I, d /H .... d / II II / II , B \ 11 / II ,I II II II , II ••�••� ,I / H II / II I II \ II II / II • • • • ,, / II ,I / III II \ 11 w ,f / II • • • ,I II = II II i II I, _ ,I II 000000 II w I II _ �� I It II j , I IyI • •� .i r Ij II I III ; • • • i. •• • \ 1f 'i �,f I, \ Ij It it I !j / II II f \ \ I� II I+ II � III II / II II II ��--- -- �L----- ___ ____ 4Fdto W2 Wt WL--1 W2 W2 W1 W1 + W2 W1 W2 W1 + W2 WIDTH (W) 2 WIDTH (W) = 2 WIDTH (W) = 2 + 4vms.. AT LLION 1 SEE SHEET 5 fit 0 Q y w = o = 0 3. W 1 1 DOOR MULLIONS + till 1 ! I ! / m *! ? ` \t\1 O 3 11 3 1 1 3 11 �`` ��, • E g O d PRODUCT REVISED N 7 as complying with the Florida _ Building Code t7- t�Q.�z Z l - Acceptance No � E. irat' Date � ® .• ST OF ° •�� MULLION 'DMi' MULLION 'DM2' MULLION 'DM3' '• RIpP,.®�� ......�s _ Y•'. ..,._..-..v.:,... . . ...us. ...�.... .- , . , .. .. u _ .. t.. - > .'i - 2 G.,. _� !i.__.� T�E .!. •'If': - �C rw..s�'..."i• CJs- ifr..�. �.a b. R _- ...�.. ? r. v .�w.tPY-� SUa ...-i 5.580 2.60 10.750 4.30 112.759 1 5.10 -% ��f l tt - -- - --- ! I l l l t� O U n :: Q I • • • • DOOR MULLION DESIGN LOAD CAPACITY - PSF(714 NOMINAL DIMS. MULL 'DMI' MULL 'DM2' MULL 'DM3' WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) Z g h os 0 Z M W �p J CSEPARATE • `x; a 17 {L O•� N� �G G M O��r.�► g d i► ppj .� 0 W N W IA : O 1 2 •� $ i J Q W 24" 30" 36" 37-3/4" 49-3/4" 54• 60' 72" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 1200. 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120-0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0E%---�- 90.0 90.0 90.0 120.0 90.0 120.0 81.7 81.7 90.0 120.0 90.0 120.0 24" 30" 36' 37-3/4" 48" 49-3/4" 54" fi0• 72" 84" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0- 90.0 120.0 90.0 120.0 J Z O w10 O N Z J M I Cn 2 to N to � � � M oo Lu W 0_ 'p I j C C�No L0 _ LO N 17 iO M in to Z J C Z ,l V) 30 O O_ < O U 88.4 88.4 90.0 120.0 90.0 120.0 73.7 73.7 90.0 115.6 90.0 120.0 24' 30• 36' 37-3/4" 4a` 49-3/4" 54' 60" 72' 96" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 81.5 81.s so.o 120.o so.o 1 zo.o 78.7 78.7 90.0 120.0 90.0 120.0 72.5 72.5 90.0 115.7 90.0 120.0 65.2 65.2 90.0 104.2 90.0 120.0 54.4 54.4 86.8 86.8 90.0 100.E 24' 30• 36" 37-3/4" 48• 49-3/4" 54" 60' 72' 97-3/4" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 77.2 77.2 90.0 120.0 90.0 120.0 74.5 74.5 90.0 120.0 90.0 120.0 68.7 68.7 90.0 111.3 90.0 120.0 c o v` 61.8 61.8 90.0 100.2 90.0 116.1 51.5 51.5 83.5 83.5 90.0 96.7 44• 30• 36' 37-3/4" 48. 49-3/4" 54" 60" 72" 108" - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 101.0 90.0 i 116.8 - - 90.0 97.4 90.0 112.7 - - 89.8 89.8 90.0 103.8 - - 80.8 80.8 90.0 93.4 _o rn 0 - - 67.3 67.3 77.9 77.9 44" 30" 36' 37-3/4" 48' 49-3/4" 54" 60" 120" - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 c° - - 90.0 107.1 90.0 120.0 o I ~ o ` c v � � drawing no. YY 1 7-52 - - 90.0 102.2 90.0 117.9 - - 80.3 80.3 90.0 92.8 - - 77.5 89.5 - - 71.4 L64.3 L74.2 82.5 - - 64.3 74.2 o : , _- � ,,.iT•--".o..{.., , '� .-.)..e-_a n p� •. d+:L.i._'._tl..... _ . ".,r: .'it s. +c:ck... u,..4 �� la- - _ :i. _F 2.-..._ r.,. ...x.. sheet 6 of 1 -- - _ _J DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. MULL 'DM2' MULL 'DM3' WIDTH (W1) NICHES WVrH (W2) WCHES FRAME HEIGHT INCHES DOOR HEIGHT f101ES �(+) INT.(-) EXT.(+) INT.(-) 75-3/4 24 104 80 90.0 1120.0 90.0 120.0 30 90.0 115.3 90.0 120.0 36 90.0 108.5 90.0 120.0 37-3/4 90.0 106.6 90.0 120.0 48 90.0 96.9 90.0 112.6 49-3/4 90.0 95.5 90.0 110.9 54 90.0 92.0 90.0 106.9 60 87.6 87.6 90.0 101.8 24 110 90.0 106.3 90.0 120.0 30 90.0 99.8 90.0 115.9 36 90.0 94.0 90.0 109.2 37-3/4 90.0 92.5 90.0 107.4 48 84.3 84.3 90.0 97.9 49-3/4 83.0 83.0 90.0 96.5 54 80.1 80.1 90.0 93.1 60 76.4 76.4 88.7 88.7 24 116 90.0 93.2 90.0 108.3 30 87.6 87.6 90.0 101.8 36 82.7 82°7 90.0 96.0 37-3/4 81.3 81.3 90.0 94.5 48 74.3 74.3 66.3 86.3 49-3/4 73.2 73.2 85.0 85.0 54 70.7 70.7 82.1 82.1 60 67.4 67:4 78.3 78.3 24 120 85.9 85.9 90.0 99.8 30 80.9 80.9 90.0 93.9 36 76.3 76.3 88.7 88.7 37-3/4 75.1 75.1 87.3 87.3 48 68.7 68.7 79.8 79.8 49-3/4 67.7 67.7 78.6 78.6 54 65.4 65.4 76.0 76.0 60 62.4 62.4 72.5 72.5 75-3/4 !;.'.>--. .. I _ 24 104 84 I 90.0 120.0 90.0 120.0 30 90.0 118.8 90.0 120.0 36 90.0 111.5 90.0 120.0 37-3/4 90.0 109.5 90.0 120.0 48 90.0 99.2 90.0 115.2 49-3/4 90.0 97.7 90.0 113.4 54 90.0 94.1 90.0 109.2 60 89.4 89.4 90.0 103.8 24 110 90.0 108.8 90.0 120.0 30 90.0 101.9 90.0 116.4 36 90.0 95.9 90.0 111.3 37-3/4 90.0 94.3 90.0 109.4 48 85.7 85.7 90.0 99.5 49-3/4 84.4 84.4 1 90.0 98.0 54 81.4 81.4 90.0 94.5 60 77.5 77.5 90.0 90.0 24 116 90.0 94.7 90.0 110.0 30 88.9 88.9 90.0 11013 36 53.8 83.8 90.0 97.3 37-3/4 82.4 82.4 90.0 ? 95.7 48 75.1 75.1 87.3 87.3 49-3/4 74.0 74.0 86.0 86.0 54 71.5 71.5 83.0 83.0 60 68.1 68.1 79.1 79.1 24 120 I ` 87.0 87.0 90.0 101.1 30 81.8 81.8 90.0 95.0 36 77.2 77.2 89.6 89.6 37-3/4 75.9 75.9 88.1 88.1 48 69.3 69.3 B0.5 80.5 493/4 - 68.3 65.3 79.3 79.3 I. F✓'!.� . I w 62°9 62 9 73.0 73.0 DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. MULL 'DM2' MULL 'DM3' WIDTH (WI) NICHES WIDTH (W2) INCHES FRAME HWIT NICHES DOOR FE16HT NICHES (+) INT.(-) EXT.(+) INT.(-) 75-3/4 24 104 90 90.0 120.0 90.0 120.0 30 90.0 120.0 90.0 120.0 36 90.0 117.5 90.0 120.0 37-3/4 90.0 115.3 90.0 120.0 48 90.0 103.9 90.0 120.0 49-3/4 90.0 102.1 90.0 118.5 54 20.0 98.2 90.0 113.9 60 90.0 93.1 90.0 108.0 24 110 90.0 113.9 90.0 120.0 30 90.0 106.3 90.0 120.0 38 90.0 99.7 90.0 115.6 37-3/4 90.0 97.9 90.0 113.6 48 88.7 88.7 90.0 102.8 49-3/4 87.2 87.2 90.0 101.2 54 84.0 84.0 90.0 97.4 60 79.8 1 79.8 90.0 92.6 24 116 90.0 98.0 90.0 113.6 30 90.0 91.7 90.0 106.4 36 86.2 86.2 90.0 100.0 37-3/4 84.8 84.8 90.0 98.3 48 77.0 77.0 89.3 89.3 49-3/4 75.8 75.8 88.0 88.0 54 73.1 73.1 1 84.8 84.8 60 69.6 69.6 80.7 80.7 24 120 89.5 89.5 90.0 103.8 30 83.9 83.9 90.0 97.3 36 79.0 79.0 90.0 91.6 37-3/4 77.6 77.6 90.0 90.1 48 70.7 70.7 82.0 82.0 49-3/4 69.6 69.6 80.7 80.7 54 67.1 67.1 77.9 77.9 60 64.0 64.0 74.2 74.2 75-3/ 4 I 24 104 46 90.0 120.0 90.0 120.0 30 20.0 120.0 90.0 120.0 36 90.0 120.0 90.0 120.0 37-3/4 90.0 120.0 90.0 120.0 48 90.0 110.2 90.0 120.0 49-3/4 90.0 108.2 90.0 120.0 54 90.0 103.8 90.0 120.0 60 90.0 98.0 90.0 113.6 24 110 90.0 120.0 90.0 120.0 30 90.0 112.4 90.0 120.0 36 90.0 105.0 90.0 120.0 37-3/4 90.0 103.0 90.0 119.3 46 90.0 92.7 90.0 107.4 11 49-3/4 90.0 91.1 90.0 105.6 54 87.6 87.6 90.0 101.5 60 83.0 83.0 90.0 96.2 24 116 90.0 102.5 90.0 118.8 30 90.0 1 95.7 90.0 110.9 36 89.6 89.6 90.0 103.9 37-3/4 88.0 88.0 90.0 102.0 48 79.6 79.6 90.0 92.3 49-3/4 78.4 78.4 90.0 90.8 54 75.4 75.4 87.4 87.4 60 71.6 71.6 1 83.0 83.0 24 120 90.0 92.9 90.0 107.6 30 06.8 86.8 90.0 100.6 36 81.5 81.5 90.0 94.5 37-3/4 80.1 B0.1 90.0 92.8 48 72.6 72.6 54.2 84.2 49-3/4 71.5 71.5 82.9 82.9 s.z72....:f. N.eI. 60 65.5 65.5 1 75.9 75.9 NO. OF ANCHORS AT DOOR MUWON ANCHOR TYPES 1/4' SHIM 3/8' SHIM 1 1/2" SHIM A 11 - - B 8 - - C 7 - - A1 8 11 13 B1 7 11 13 Cl 6 8 9 DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. MULL 'DMI' MULL 'DM2' MULL 'DM3' WIDTH (W1) INCHES WIDTH (W2) NICHES FRAME HEIGHT INCHES DOOR HEIGHT INCHES EXT.(+} INT. (-) EXT.(+) WT. (-) EXT. + () I (-} 75-3/4 24 97-3/4 80 90.0 93.3 90.0 120.0 90.0 120.0 30 87.2 87.2 90.0 120.0 90.0 120.0 36 81.7 81.7 90.0 120.0 90.0 120.0 37-3/4 80.3 80.3 90.0 120.0 90.0 120.0 48 72.7 72.7 90.0 114.2 90.0,:, 1 . 49-3/4 71.5 71.5 90.0 112.3 90.0 i20•d 54 68.9 68.9 90.0 108.2 90.0 1 . 60 65.4 65.4 90.0 102.8 1 90.0 1 MULLION 'DMI' Ix IN-4 I Sa IN 3 5.580 1 2.60 MULLION 'DM2' Ix IN-4 Sa IN 3 10.750 4.30 'CGI WINDOWS' ENTRANCE DOORS SEE SEPARATE NOA ----------------- ------ jr- = _ _ _ -- 11 jl II � N Ij S II/ II I p \q laJ II % 0 OJ < H (9 1�I-------. 0 0 W2 W1 to H Z W W m Z O O txs a s: Z NO. OF ANCHORS AT DOOR MUWON ANCHOR TYPES 1/4" SHIM 3/8" SHIM 1/2" SHIM B 7 B1 6 9 12 i S O W OC O O 0 PRODUCT REVISE[) Complying Wild"FIOM2 'ceeng Cade ' Acl;epiance ;+a �y a;-irntion Date �i+ MULLION 'DM3' IX IN-4 Sa IN�3 12.759 1 5.10 DOOR MULLIONS .10 T ' EOIF •.F[OR1UP. ^'•`��`00 4ft�04 U N i n Z M T0D- / OZ Q W •� N d IL • ev M a« e • • G la amg •••i 0 g ••• �p•Ro • ease C eZj r E e • • ee0• W 91 • • Z �G'7! �C ; • sees S v • • Q W 0 2 � N rn v � U t � rn 0 M �- 0 rd .. O O� 0 = CN 0 Z N Ur) h M QN 00 � m o � Z N LL. r, rn ►`%i 3 0 I Om cn 5 p a _j U _5 W N � I o t ~ o v° 8 o` u drawing no. W 17�--52 sheet 7 of 15 9 0 w W 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST 1BY WOOD BUCKS Tvoirei eururnoc PnrF FIST TYPICAL ANCHORS c� w w CJ' a 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING a < n ♦ d CIRCULAR OR ANGLED FRAMES w w M N to U I C — N O L 0 Ili 0 tLLJ v of W C Z � HnZE rn U LQ ZD M 03 N M i%1 Q -U 3 O C Z Ly 30 i' o c� o a W I.- OCE PRODUCT REVISED 2 o M as cmplying with the Florida Building Code / •�Z c v Acceptanee No 1 ��It • �- `� 1 BY 1 , iratiofm Date ��®• pF ��` drawing no. WOOD BUCK ®� Bv W 17 52 .;tL- .:5�' { � ,Gi �_ �".!'� � f. i S•4i} � _n. �..i_^.".•r..J e.. r..+�F.k �F. 4� t L .e;'�'J'a�� p�7�elb'Yne, �� 4\rS,. 4e.j_:' _ ,-.,.r.s.. ;?s� - �_ (sheet 8 of 15 ��lfllltll�� W TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 0 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) DIRECTLY INTO MASONRY 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. — INTO FILLED BLOCKS = 4" MIN.— — — — — F,_yPE 'B'- 1 f4" DIA ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) :r DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. s <n ANCHOR CL TO CL DISTANCE x a INTO CONCRETE = 3" MIN. INTO FILLED BLOCKS = 4" MIN. TYPE `C'- 1 /4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR o INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. J METAL STRUCTURES FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'Al 5/16 DIA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) DIRECTLY INTO MASONRY 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1-1/4" MIN. ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. INTO FILLED BLOCKS = 5" MIN. L— — — — . — . — . — . — . — . — — — TYPE '81'-,�f 16 DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. — INTO FILLED BLOCKS = 5" MIN.— _ — — — _ _TYPE 1C11- 2/16" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) I INTO MIAMI-DADE COUNTY APPROVED MULLIONS I OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. L_.—.—.——.—.—.——.—.—.—. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. WOOD AT HEAD OR JAMBS SG a 0.55 MIN. �1n..nCt1.,u1►1;,. /��Ir�A6TC AT HFA Clll _/lid ,141ARC f'n. —, 3A11(1 {ICI _IAIfJ �.. 3i ..e.._!c w Kiep. ,9�..-, -: -•� ___ .. .t_ t ..a *-c.-� r .sue - �.�«.r. _....-�..:._..i .e.. *r' ...a...,.._;.z+.�-. �.�,.. Ji... .-..:_..,,n....� ,,...�.:,. _. ... ,..��:.. �_..,��. .. _.»_.vl�...F. s.�. �-i�•;::,;nJ�`.•n9+.,a..:.::5w_c::.t.x�-----`--.---�.._-�C�:..�r.....t�,.asaL•'v; C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. Li W ld w In TYPICAL ANCHORS SEE ELEV. FOR SPACING r-------------------� r------- ------------ I MIAMI-DADE COUNTY APPROVED I MULLION & MULLION ANCHORS 11 IISEE SEPARATE NOA 11 II II II 11 1L------------- -- • ..••, mn ••.• TYPICAL AIOCHORS SEE ELEV.• • FOR SPACN,* : WOOD BUCKS AND METAL STRUCTURE NOT BY 'CGI' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. !1RODUC' REVISED as complying with the Florida Building Cade Acceptance Nod '%i/4-P By 0 U N N I n Z ti % Oz Q•W •� tl ••� 0 Op` U Me Us �•a �°,• .a 0Loa o".6 1 C Ca�E I LL to _ a - t.8i) � N J � 0 r7 c � 10 o L. M w 0 w o: o � N N z t3 F n M N M ;T O l7 rn a .O C71 p r Z _j 0 � 30 U 05 W n N° C O M e ° a drawing no. W17-52 sheet 9 of 15l • TYPICAL P SE FOR 1/2" MAX. SHIM SEE SHEET 1 w W q t• a ' TYPICAL ANCHORS SEE E:LEV. FOR SPACING 1BY WOOD BUCK 1 /2- MAX. SHIM SEE SHEET 1 METAL STRUCTURE 11 0 1/4-DIA. BOLT WITH NUT ^ 1 /2" MAX. SHIM TYPICAL ANCHORS SEE SHEET 1 SEE ELEV. FOR SPACING (-- PRODUCT REVISED as cmpl yin8 with the Hari& Buildino Cade Acceptance : ra 17-t tt 4•. L,)2 £ piration i By — ICHORS JG CD to v I � n rn u� z 0 M O ,Li v o C)Uj � 8 V c i Z G SN o tf T^ s CM O V M m Q M .0 ?�. p s ZU-2 .. re) 30 -M to U' 0Q W Urges co JI OF e�� drawing no. illtllO(sheet '10of15�� REINFORCING AS REOD. n I II—DADE COUNTY APPROVED ;E MISSILE IMPACT RESISTANT TRANSOM I i EXTERIOR I --------------------------- i MIAMI—DADE COUNTY APPROVED j LARGE MISSILE IMPACT RESISTANT DOOR I I I I I 1 -------___d -_-----_---- _ _ J -----?—L-------- ! EXTERIOR SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. t n 40 U 40 C In o n 0 Ld o �� V) Z {) -0- r N 30 •p 3 � c> �ZL. M 30 0 N U-� °' � _ �:,.•:• `��111ir�rli•�� Ulcl I I I I ) ..,.�� tom, _ ♦��`��. •� ,'/ � r N W � Q F'RODUC'F REVISED 7 ~ s cemplying with the Florida E3t�ildivg c�,ae •Itrr¢ 02 = �= r Accept- a ?Vo � u t= iration.Liat, OF = •�� drawing no. T. i _ ��►��t�� I(sheet•11 of 1511 I TYPICAL ANCHORS SEE ELEV. FOR SPACING • G 0 II --�j ( f I I it I B I 1 En I IIII I I 3 lilt I I III I I Z I IIII I 1 3 I lilt I tilt 1 lilt l I in .0 lilt I Illl I o 0 0 -- I II11 41I lilt I o z a I IIII I t Env�+z I IIII I i 3W I IIII I I on� I IIII 1 I Zow3 1 IIII I I 3 I Eno i IIII I _ I lilt 1 I oWZ 1 IIII I I QM En3 I tl ;ll tlitiRSLff II __� O a o ELa 0 J LO MM_ =c, En En \ W W EXTERIOR D.L. OPG. 0 C....°'�...i "'/yTi:,:c:v:i;s�`-n-S.rwf�i_I%riti�.:a'i-Ycia�iia:�e'+„!;.-,;,Fr:..rs.=.w.i.=s::`l•:r3�'e%["-ebw-rt.k�?vi�R.p.szr.itS.i?`,='-f-_:.`�... "'t' c'•�L.�i�ti.'.if.. J.rk4.i;,'u"ilk`sPiy..�:':•- � � � � � � � � . � . � - - ...ins-•Y.... � 1 � . , �_ __ _�--_________ -- C=---- PRODUCT REVISED as complying with the Florida Bolding Coale Acceptance M 1 -• 111 ¢: O2 By U N Ln n Z co 0 M '4 F. W t"D I Q �20tL Le dyao M•0 M O i 0•ILO�eOI N U � C � zr !n 0 M W 0 w v o �W V) C to V) to to 3 C,M m O M M 3� -M off.. N O 1 m � O M ~ ui U drawing no W1752 (sheet 12 of 11551 U FOR 1 /2- MAX. SHIM SEE SHEET 1 w~ 2" w o TYPICAL ANCHORS N SEE ELEV. FOR SPACIN w w 3 C 4 3 4 WIDTH (W) — W1 AT FRAME JAMB wl� . WIDTH (W) = AT FRAME MULLION FOR LOUVER FRAMES WITH INTERMEDIATE VERTICAL MULLIONS REFER TO APPLICABLE CHARTS ON SHEETS 3 & 4. USE ALUMINUM LOUVERS D 1 E 1 REINFORCING AS REOD. SEE SHEET 4 FOR CAPACITY PRC)E)UC{' REVISED :s con44ying with the Florida 2 1.1 1.1 3.1Building Code i Acceptk!nce t - pira n bate '•-Y , i u Dade Pr odact Cmt IL_ -JI IL- r�------- ----- 1 -------- =�--� I t I I I -- L-------- \,1►i{ I I I l//// !r--.----------------------T—� t 1 U------------- �� :•'GE S '�® i ---<------------- ---------�--, �-� ---------- ; I I JI — J�---------- -- ---L— — 1------------- No LOUVER WIDTH EXTERIOR :• OF W1 W2 .`?-ri f..." .� �:'u . t'r:Y,'+:.'"s-...:-`: :�1'.:LEl:'^.=«.-r' - ::_ ,_ i�--!=. w t=.�Y�. � ..,: ��`7: .,. 'e'^...�e'%,a� - pa "7-. � ,.-'^s�...._.�.— _ :1-.Y-:'-'�'�t.': '-.� : -. , i^.'"'.- � .. > •.�.�, x,�..— -- ----� - _ — ----. .._-.1 y�V U N I r` j a H 2il m 0 pi r, d ab �... m,, L 0�m 00j� . 0'4 O G s Q•�• ol • Q &% M.1 0, N J � U I C M to N O 0 Li 8 c a 2 Z O �^ CD LO 3 N M 'o O o zU 30 -M 1 0 .. V) C9 p Q U •- � k n II a o M o v � drowing no. W17-52 sheet 13 of 15 FRAME HEAD/SILL/JAMB RECT. OR SQUARE FRAMES 5.000 2. I50 I I .., TYP .125�. 14---- 4.031 FRAME HEAD/SILL/JAMB A CIRCULAR OR ANGLED FRAMES 4.799 1.653 .094 TYP. 3.1 ANCHOR CHANNEL CIRCULAR OR ANGLED FRAMES 1.750 .094 .3�44-•-I ` T Imo-- 4.192 ---�i FLAT SNAP 4.192 .453 1.453 T 094 TYP. .125t__ 3.626 FIN SNAP 4.192 453 .094 TYP MODIFIED FIN SNAP W,W - .094 1.750 TYP. MODIFIED FRAME HEAD/SILL/JAMB RECT. OR SQUARE FRAMES ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 19501 AS REQD. FRAME HEAD/SILL/JAMB (RECT. OR SQUARE FRAMES) 6063-TB - 1.1 19501 AS READ. MODIFIED FRAME HEAD/SILL/JAMB (RECT. OR SQUARE FRAMES) 6063-T6 - 1A 19572 AS READ. FRAME HEAD/SILL/JAMB (CIRCULAR OR ANGLED FRAMES) 6063-T6 - 1B 19571 AS READ. ANCHOR CHANNEL (CIRCULAR OR ANGLED FRAMES) 6063-T6 - 2 19505 AS READ. FLAT SNAP 6063-T6 - 3 19502 AS READ. FIN SNAP 6063-T6 - 3.1 19502 AS READ. MODIFIED FIN SNAP 6063-T6 - • • 4 19503 AS READ. INTERIOR GLASS STOP (LAM. GLASS) 6063-T6 - • • • 4A 19504 AS REQD. INTERIOR GLASS STOP (INSUL. LAM. GLASS) 6063-T6 - • • • • • 413 19573 AS REQD. INTERIOR GLASS STOP (CURVED GLASS) 6063-T6 - '•••• 5 19509 AS REQD. MULLION REINFORCING 6063-T6 - • 5A 19532 AS REQD. MULLION REINFORCING STEEL A36 6 13144 4/ LITE INTERIOR GLAZING SPACER (DUROMETER 65t5) SHORE A EPDM - •• .. 7 61823 4/ LITE EXTERIOR GLAZING SPACER (DUROMETER 80f5) SHORE A SANTOPRENE - ••'••• 8 - 2/ UTE SETTING BLOCKS (LAM. GLASS), AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A• 8A - 2/ LITE SETTING BLOCKS (INSUL. LAM. GLASS), AT 1/4 POINTS EPDM DUROMETER 80±5 SM Rf± fr 9 #12 X 2" AS REQD. ASSEMBLY FASTENERS ST. STEEL PH SELF DRILLING 10 #6 X 1-5/8" AS REQD. GLASS STOP FASTENERS, AT 2-1/2" FROM ENDS do 13-1/2` O.C. ST. STEEL PH SELF DRILLING 11 19506 AS REQD. DOOR MULLION 6063-T6 - 11A 19510 AS REQD. DOOR MULLION REINFORCING 6063-T6 - 118 19528 AS REQD. DOOR MULLION REINFORCING 6063-T6 i - 1.521 1.125 j� 1.749 ,188 1.223 � 1.076 .697 I I t 187 .125 TYP. .183 3.357 4.751 188 4.750 3.893 4.999 4.540 4.549 .125 .535 OMULLION REINF. SA MULLION REINF. t t DOOR MULLION 11A DOOR MULLION REINF. 118 DOOR MULLION REINF. 2.908 2.185 1.246 .062 .062 062 TYP. -� TYP. 1.121 1.000 1.121 1 1.0.00 .990 � 865 2.863 2,140 1.201 � �.�� t,`t'C+�C•"`G.7'1..�.z.tfi ::;rt•' :% •! "i.•:-:K �ilvf: uLr�aJ Siwr f�ii. �,�,.. LAM. GLASS (4A) INSUL LAM. GLASS C4�` CURVED GLASS PRODUCT REVISED as axnplytn8 with dw FIWWda Building Code ! tti¢• Qz Acceptmice No r?xniration Date i_ a • yftVU N I t y� J '4 a F a. OA0 o 0 0t h o 0 aap m ' Of a16 W N� o a Sy t£m �a _I Q 11604 R mg N v N U � 0 n OEE .. O 1w o ��LLJ v a�No 3N-(D I) JQ O M rn O � Z LL_ n 3 0 M 1 O En Ld 04 to n c o a o �[ drawing no. W17-52 sheet 14 of 15 •'m NOTZRI:( 9 / i 9 / 1iu :��•u �►\ i -'t-Wlt�°•_' A'F ;&��:a �P.: k �G �P�.'!Yi:ae'.`l i.�- ...-: <a.-i :w^�. �.�.i:' ''"'fir"�'. pilaqu cumalm, MR 21 0mvxvi�. PRODUCT REVISM as ce:nplying with the Fbmih i?ii,idingCade }I14.oz .�..cc:ptartco hb� 1" _]IDii2tiQa Dat£�L WELDED JOINTS ��.•• IC Z�b ®• OF •�� i��••'• ORID�;. !!l111111� 071 N OI J LO t�i C n un Q� N L O U- °o c oLLI 0 N C to G =N o m 3 NM O n o Z L-,j rn 30 -M I 0- 0 a drawing no. _W 17_-5_2 (sheet 15 of 1-51 � TYPICAL ELEVATION n u FLANGE WIDTH 5" MAX. 6„ MAX. HEAD/SILL C -`MTG. STILE E II ii f II ii F 6 II 6 11 6 N j d' 00. If i � 2 I\0 I II In � II 11 11 II I ! j s I B 1 I I 1 II N 5 It 11 FALSE MUNTINS (SURFACE P 32 7/B" 32 7/8" ADDL. ANCHOR REQD. AT CENTER OF ALL PANELS OPTIOWL O.L. OPG. D.L. OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS 36 3/80 AT HEAD/SILL YCI\I Thum FLANGE & FLANGE ADAPTOR FRAME x x 0 U v m > FALSE MUNIINS 8 32 7 (SURFACE APPIS!£D) 32 7/8" / " OPTIOO&L D.L. OPG. D.L. OPG. 36 3/8" VENT WIDTH N o� 0 0 C 110" K WIDTH 5 1 /2' MAX. HEAD/SILL 5" MAX. TYP. MTG. STILE 1�. II II II II Ei 7 II II F II F 11 6 x O O J 0 ------1I------ II �I I( ---- —Ott—___ ;I tl I 81 19 7 71 II It FALSE MUNTINS 32 7%8" 32 7/8" (SURFACE APPLIED) OPTIONAL U.L. OPG. D.L. OPG. 36 3/8" VENT WIDTH EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOI'IT z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 0 CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, • N•• mv••• C" • � mot••• 0 U4) • • • to ••••• !!l111 . • Z •�� O er;� F' La a'' Mn 7••7� oCY O M c a g' 00�a Y. 0 N 4 W U) k 10 W fi - O CP Q WIVE H ADDL ANCHOR REQD. AT CENTER OF ALL PANELS z FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Da 09/22/2020 By Mlaml;FW Product Control E5 U 0 I 0 3 J a. M 0 U rn � U 1 rn L I( a Q w "U F_ C rn U n 3:N a ., v So c zL-Lj o= M p� v c) LAMINATED GLASS INSULATING LAM. GLASS N V1 LARGE MISSILE IMPACT v O - o, o SMALL MISSILE IMPACT ' > IL 2 w w o s Itllrl41/, a` .7 2 • drawing no. OF .��` �� /�1"9�4A�� 1shest 1 of 11 TYPICAL ELEVATION ill" FLANGE WIDTH 6' MAX. 5' MAX. HEAD/S11 I 'YP. A C STILE 5 5 `MTG. � IIJI F6 II II W 0.0M \11F 0 N IL�1=TB 5 FALSE MUNTINS -'AODL. ANCHOR R£OD. (SURFACE APPUED) 24 1/2" 49 5/8" AT CENTER OF ALL PANELS OPTIONAL D.L OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS D.L. OPG. 28" AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110" BUCK WIDTH 5 1/2" 13 5/16" MAX. 5- MAX MAX- EP.D/SILL HEAD/SiL1 8 N N, az W = �O Y CO U inw N rn J O 11 II II II F i! JI II U II I1 F 11 fl li II it 6 ir II IJ II II II II 11 I1 --- LL--- II II II it II II B2 II II it fl I 19 J3 11 I1 (SURFACE APPLIED) J 24 1/2" `` / 49 5/8"FALSE MU ' OPTIONAL D.I. OPG. D.L OPG. 28" VENT WIDTH —_-- -- • _ -_ mW w z 0 <= 0 �4 N i� 5 1/2" Al 110" WIDTH 5" MAX. TYP. _MTG. STILE 1 II II II 6 I II II II II F ' 6if ii li 6 m �W *� LJ FF O li II 0 c Z � , I II II n fl JI JI II r, al II II II II II l 5 II II FALSE MUNTINS (SURFACE APPLIED) 24 1/2" 49 5/8' OPTIONAL D.L OPG. D.L. OPG, 28" VENT WIDTH EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 9/22/2020 By MiamlF-Da roduct Control > Z.• cv O • m' J �d •....• v .•.••• •..• Q• Ci p UCL ••.•• •••.• • 0 -5 ifl, .Ly • 'i •.:..• ••..• Qw C F • a 0• • • o m . ....:. O a 0 fe N�0 N - a � U) 4.zori�j Q W m - S P All� 04 cl U 0 D. PANELS CD s O O v WIDTHS Q � CA cj LL oc S cV a LOIN cm 'n g+ CV M t0 � M " C' "67 3t J ml� Z IL Ln o 0 f:3 CC7 ADDL. ANCHOR REQ AT CENTER OF ALL FIXED OR OPERABLE ABOVE 30" PANEL AT HEAD/SILL - e 5 xIj m J` C me O O a `\\ e�'�i' _ •' �+w♦♦ice Q1? 0 705W - v S a� c � v trS OF .IF- drawing no. ♦♦��i®®��t'��\ sheet 1.10t 11 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS, BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES A'&'Al', 'B'&'BI' GLASS TYPES 'B' & 1131, WIDTH HEIGHT MOTH HEIGHT EXT.(+) INT.(-) EXT-(+) INT.(-) 26-1/2' 37' 53-1/8" 74" 26" 25-1/2" 36. 52-1/8" 73' 25. 65.0 65.0 80.0 90. 65.0 65.0 80.0 .0 65.0 65.0 80.Q 90.0 65.0 65.0 89,6 90. 26-1/2" 37" 53-1/8" 74" 38-3/8. 25-1/2" 36" 52-1/8" 73" 37-3/8" _ 65.0 65.0 80.0 0.0 65.0 65.0 8 90. 65.0 65.0 80.0 90.0 65.0 65.0 0.0 90.0 26-1/2" 37" 53-1 /8" 74" 50-5/8" 25-1/2" 36" 52-1 /8' 73' 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90-0 26-1 /2" 37' 53-1/8" 74" 63" 25-1 /2" 36' 52-1/8" 73. 64' 65.0 65.0 80-0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 60.2 60.2 80.0 90.0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' TYR BUCK DIMS STD. MTG, RAIL: M C DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'AS', W&'BY GLASS TYPES 'B' & 'Bi' GLOSS TYPES T, & 'Cl' WIDTH HEIGHT WIDTH HEIGHT Da.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4" 8-15/16 83-1/2" 26" 54--3/4" 7-15/16 82-1/2' 25" 65.0 65.0 50.0 90,0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 8-15/16 83-1 /2' 38-3/8" 54-3/4- 7-15/16" 82-1 /2" 37-3/8" 65.0 65.0 1 80.0. 90.0 1 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 8-15/16 83-1/2' 50-5/8" 54-3/4" 7-15/16 82-1/2" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4' 8-15/16 83-1/2" 63" 54-3/4" 7-15/16 82-1/2" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - I - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' X, TYP. BUCK DIMS EQUAL LEG FRAME U PRODUCT REVISED 0 • ...... as com Iyin with the Florida . . Building Code 3 NOA-No. 17-0918.09* z ; . ij44s Expiration Date 09/22/20ii • :. z k Uj By .4N Miami -Dad oduct Control "' i 0'0 ` o 0 • ON • • i 0 �•VI M • • • 0 b S aLU5�� W to -ZOE o .J a W J N ZE to � C � o+ 0 00 � V U =N O un Lo � 3 NQD Lo _ O M -0 ® Z 30 -MC) 0 Q v+ C) FLANGE ADAPTOR FRAME FLMGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME `. 3.. , •may' �� , �` V o�" V V I- OF = �/�� drawing no. //it. 411��sheet 2 of 11 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES A'&'A1', 'B,&`Bl, GLASS TYPES B. & 'B1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INF(-) EXT.(+) INT.(-) 74" 106-1/4' ill" 26" 73" 105-1/4" 110" 25' 65.0 fi5.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4" ill" 38-3/8' 73" 105-1/4" 1 110' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 9o.0 74, 106-1/4' 1110 50-5/8" 73" 105-1 /4" 110' 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1 /4' 111 " 63" 73' 105-1 /4' 110' 62" 65.0 65.0 80.0 90.D 61.6 61.6 1 80.0 90.0 60.0 60.0 80.0 90.0 TYP. (1/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAEL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&,.U., 'B'&'Bl' GLASS TYPES T, & 'Bi, GLASS TYPES 'C' & 'CI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4' ill" 26" 73" 105-1/4" 110' 25' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74" 106-1/4" ill' 38-3/8" 73" 105-1/4' 1 10" 37-3/8" 65.0 65.0 50.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 solo 90.0 65.0 L 65.0 74" 106-1/4" 111 " 50-5/8' 73" 105-1/4- l l o" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 55.0 74" 106-1/4" 111' 63" 73" 105-1/4- 110" 62- 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 1 65.0 (1/4w) (1/2w) (1/4w) i OPERATING VENTS TO BE 1 /4 OF THE WINDOW WIDTH BUCK DIMS 74 TYP. BUCK DIMS ` I FLANGE FRAME EQUAL LEG FRAME FLANGE DIMS D. MTG. RAIL: NEUVIII. 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DIMS PRODUCT REVISED c� as complying with the Florida • ...... Building Code • • NOA-No. 17-0918.9p• • • o • • • • • • • V • •� • Expiration Date 09/22/2021l; • O �! z • • • •" ••••• - Z `� E. w m ¢ I • • ...... By • • • • if P�.N • • S•� C� 0. p • • • • • • Miami -Da roduct Contfal. . • CJ p 00*00 IL 4 . • • • F-a� o C7rUf • • •••••• -b .' °'> M :....: b cc z Q w:3IL ii a w ch - 0 Qul ZMM u FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME i tt ``111111111/l/OGEN N .70592 OF _'�� :.E N Of V fD O i G v Q Lu o' r � 8 52 g c L to to co N 0 M r� c�L.. .� o � o�� Uo NE8 drawing no. W10--18 heet 2.1 of 11 ` DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAU, H.A. MTG. RAIL GLASS TYPES 'A'&'Al', 'B'&'Bl* GLASS TYPES 'B' & 'B1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2" 36" 52-1/8" 73' 25' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36' 52-1/8" 73" 37-3/8" 65.0 65.0 80.0 1 80.0 65.0 65.0 80.0 solo 65.0 65.0 80.0 80.0 55.0 65.0 80.0 80.0 25-1/2" 36' 52-1/8" 73• 49-5/8" 1 65.0 65.0 60.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36' 52-1 /8' 73' 62' 65.0 65.0 50.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' D. MTG. RAIL: BUCK DIMS FIN FRAME DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAM H.D. MTG. RAIL GLASS TYPES A'&'Al', 'B'&'Bl' GLASS TYPES 'B' & Ti. GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' -15/16 82-1/2- 25' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.o 65.0 65.0 65.0 80.0 so.O 65.0 65.0 54-3/4' 7-15/16 82-1/2- 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 82-1 /2" 49-5/8' 65.0 65.0 80.0 60.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4" -15/16 662- 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 D. MTG. RAIL: (1/3W) (2/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code • • NoA-No. 17-0918.ej9• • Expiration Date 09122120210 • ••••0 By ••• Miami-0a�roduct Contty, e g sees• sees• • • • FIN FRAME No. 7C592 OF V • • sees•• U O O 3 gooses • • Z ``•10 O• b -� •ggsg• zo m amgV Q asaap I ••sego Q N •eih 0 5No • • sees• W Rjg••1 ••g••• p 9 a 00 0�• •• • • g g • • aoz • ...... 0 APO 4 q so NCO Q WZii 1L zo-��" QWM n U1 Ch L0 to � - M 97 rn 0 to d a T7S 0 LAJ 0: IC U 0 N o U) 3 C14 40 o to cam_ On O g drawing no. W10-18 sheet 3 of 11 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'Al', 'B'&'Bl' GLASS TYPES B' & 'BI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4" 110" 25" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 50.0 80.0 73' 105-1/4' 110' 37-3/8" 65.0 65.0 80.0 1 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110" 62" 65.0 65.0 80.0 80.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80.0 (1/3W) I (1/3w) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. AiTG. RAIL H.D. MTG. RAEL GLASS TYPES 'A'&'AI', 'B'&'Bl' GLASS TYPES 'B' do 'Bl' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' 110" 25" 65.0 65.0 80.0 80.0 1 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4' 110" 37-3/8' 65.0 1 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4' 110" 49-5/5' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73" 105-1/4" 110" 62' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1/4W) (1/2W) (I/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' BUCK DIMS FIN FRAM NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION D. MTG, RAIL: DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA�-No. '17-0918.0%,' ` •„ , o I o '- ••or Expiration Date 09/22/202tr 0 i- � z ... } w .m a By __� tU o Mlami- ad roduct Con r `„ l o b o 8 • N • ••• , Ou. • • .• C9 0 IL n <+"4 0 �6r N O Q m3n1, to Z N - J Z M J 2 � N U s'nn rn 0 O t~il M1 Q Ld v 8 O cV o NC^� c14 p,1 so N 30 M M 3 0 0 ``^^ p v V Q -1 uir FIN FRAME I�-1 ° Is g �� • ' V\GEidAt l - i n NIo. 70392 a • � v° u v` u drawing no. 10 sheet 3.1 of 11 r1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS .075" Intertayer .075' Interlayer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Cc.' OR OR .090" Interlayer .090" Interloyer Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Intertayer .090" Interlayer SentryGlas SentryGlas By 'Kuraroy America, Inc.' By 'Kuraray America, Inc.' OR OR 090" Interlayer .090' Interlayer Trosifol PVB Trosifol PVB By 'Kuroray America, Inc.' By 'Kuraray America, Inc.' 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS a SIUCONE m SILICONE GE 1200 N DOW1200 CORNING 899 M1 DOW CORNING 995 N DOW CORNING 899 DOW CORNING 995 / M1 4 N a � 0 0 0 W ES N E8 AT 1/4 POINTS ON L17ES �{ AT 1/4 POINTS ON LITES W M7 WIDER THAN 36" M7 WIDER THAN 36" W GLASS TYPE 'A' GLASS TYPE '11' 5/16' NOMINAL LAM. GLASS 5/16' NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS 1/B" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 1 OR .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By Kuroray America, Inc.' 090" Interlayer Trosifol PVB By 'Kuraroy America, Inc.' r-1/8" ANN. GLASS 1/8- HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR 1/4" AIR SPACE .090" Interlayer SentryGlas By Kuraray America, Inc. OR ' 1/13" HEAT STREN'0 GLASS 1 .090" Intertayer Trosifol PVB \' By 'Kuroray America, Inc.' r-1/8" HEAT STREN'D GLASS 1/8" HEAT STREWD GLASS .075" Intertoyer Saflex CP With PET Core By 'Eostmon Chemical CO.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS 'TYPE 'C' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS aCL SIUCONE SIUCONE a) GE 1200 z m GE 1200 z g ±n DOW CORNING 899 DOW CORNING 995 DOW CORNING 899 DOW CORNING 995 M 1 Mt N I I I XL EDGE SPACER XL EDGE SPACER Ii I ST. STEEL BY 'CARDINAL' li !i ST. STEEL BY 'CARDINAL' OR OR a DURASEAL BY 'QUANEX' lx DURASEAL BY 'QUANEX' 0 OR 0 OR W E9 SUPER SPACER BY 'QUANEX' W E9 SUPER SPACER BY 'QUANEX' H F ALL SIZES k7 A7 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS W GLASS TYPE 'Al' GLASS TYPE '111' 0.70' OVERALL. INSUL, LAM. GLASS 0.70" OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUAUFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' & *Cl' MUST BE TEMPERED- 9 0 W 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray Americo, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl' 0.70' OVERALL INSUL. LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code • • HOA-No, 17-0918.0$ - • U 10 o Expiration Date 09/22/202!V: 0 F' ••••• — z I" ur• Z By •••• Q 0..0 �, a - 0 Miami a roduct Contr i••0 IL .••.. • 0 t-:0,� . C �••�• Q OM1 �i 4 0 43tE woo LLI is Zy..X M J O�Q 1 aul w oM1 t \jlttlitlll EN � � N i o ,L tv ®,• ,�4��~ drawing no. W 10-18 .1118 ,.1"1X � sheet 4 of 11 TYPICAL ANCHORS SEE ELEV. lay FOR SPACING WOOD BUCK ° 4 ° n ° ° • 4 ° EDGE• DIST, ° d.. �. a a METAL STRUCTURE CA EDGE DIST. 2 1 I II j ' .I ii lj j . j II it 1 I !I 1 !I 'I j• I j I II a a o 0 J � t7 Q j i aIj cYi Q W I II D N I II ii . I H li I W 1 FLANGE & FLANGE ADAPTOR FRAME y� 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING m N C a r I M9 I W2 ' I 1 I 1 Wl 1 I 2 , O , g r W3 D O ' I I d d 4° 4 • g , .1 d �. xQ 3 a o = ,' d to .4 .d 4 2 e TYPICAL ANCHORS :r a �,E `* r °. ► < 4 z $ SEE ELEV. \ TYPICAL ANCHORS j I FOR SPACING ' 1 BY SEE ELEV. , .4 WOOD SUCK FOR SPACING , EDGE DIST. 2 31W MIN. n 2-3/8' MIN. N � WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR 6EVEL.ED WOODBUCKS IS PERMITTED. PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0918.09 Expiration Date 09/22/2020 By Miami_D�Product Control I MIAMI-DADE COUNTY APPROVED 1 1 m X rQ _o I Q f l MULLION k MULLION ANCHORS f� SEE SEPARATE NOA6�i Q IST. N f l I I j a0 fa �- M O O I EDGE DIST. i J N u -----_-- -- I I -- ---- --- IL c+vj 1z Qt • • • 'U) M v :30 P' • : • TYPICAL ANCHORS •... ..... °� TYPICAL ANCHORS SEE ELEV. 060 G a SEE ELEV. FOR SPACING .... • f+1 Q1*1" FOR SPACING • •• •• • - a Im W WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �..� AND TRANSFER THEM TO THE BUILDING STRUCTURE. �, �•.�•� •• • N rn ci c M TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) k i U) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a 0 a 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) p bi THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) =N 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) 2 3 N ''12 DIRECTLY INTO CONCRETE OR BLOCKS �2 0 M -0z 1-1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) _ 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) E` c C] — v J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) r INTO MIAMI-DADE COUNTY APPROVED MULLIONS U OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) W W STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 8 U. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o US N EDGE DISTANCE TYPICAL V a � a INTO CONCRETE AND MASONRY = 2-1/2" MIN. m a INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. a m CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. o a 0 o 0 0 0 C-90 HOLLOW/FILLEDBLOCK AT JAMBS f m - 2000 PSI MIN. _ WEEPHOLES: W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER W2 = 1/8" X 1/2- WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1 /2" WEEP SLOT AT 3-1 /8" FROM EACH END Aka �� •' L1^vENSF i N o A r a OF drawing no. 0* W10-18 /irl .A�ksheet 5 of 11 1 /4" MAX. SHIMS TYPICAL ANCHORS SEE EiEv. FOR SPACING a�� ,.o 1 V4" _ 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE � - VENT WIDTH 0 -SCREENS OPTIONAL I )- - 1BY WOOD BUCKS D.L. MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH SUCK WIDTH SEE ELEY, FOR SPACING �i\i it � �■ -••-}- SCREENS OPTIONAL I - - - VENT WIDTH 0 EXTERIOR U EXTERIOR XO LAYOUT D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE FLANGE 1/4" MAX. SHIMS V2WOOD a Lj KTUR .00K - TO LOCK i 1/4" MAX. SHIMS OTYPICAL ANCHORS SEE ELEV_ FOR SPACING v � a 1 /4" r —It ll II II — . • �c FLANGE ADAPTOR FRAMEV M I 0 FLANGE ADAPTOR FRAME 0 z g q a 1 /2" TYP. a o O CN` o 00 'r •• •••:• C Z M ••••�• ....'®aao 4:rfi �....� •••• InM m � a a ••••• ..... �r ul �;} ..... ..'.. W zo.. ...... 20 ..... 5o,Za J � .• �w.oi • (co o � �G w E3 ca 0 s 171 .. r0 CII r-4 -0 � C Cj N � N 3 f7 0 Z z 7 r -n Z _j O Fi a Ua� 0 ta C ta b w w w w x x x = 0 47 rn N_ FiE U z Qc z z INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. o a o � �W��= `11LIII11111/ W..... I fg PRODUCT REVISED as complying with the Florida w 1BY Building Code WOOD BUCKS NOA-No. 17-0918.09 - `� • ' �; OF drawing no. Expiration Date 09/2212020 ' ®• ' •�tl � a p By Miami -Dad vProduct to of '�/�``` Istleet 6 of "ns:. :..-s•.�.�:SY �_-__'tT'_.`C.tc:sz ...4..ttt'�Y.n1..s•..r'.tv�Y`A�+.t+•n i--. ,iw� _ _-__ - -.. ..-.._. � `. 1:-,:..'c�w...l.4.e Y:�`': _ ..,.::-.:...�..-�. _ _ __ _ —_ .., TYPICAL ANCHORS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. m FOR SPACING o 0 3 DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX- BUCK WIDTH SHIMS E1 V Q 1 1 1/4� EQUAL LEG FRAME ____ _ ______ ______ r— ------------- ---1 1 I o 1 1 MIAMI-DARE COUNTY APPROVED I I M J I MULLION & MULLION ANCHORS I O tp N DG£ It SEE SEPARATE NOA I� 11 EDGE I h" W N a r 11 GIST. I LL _---------�------�J O �CM �'� i d CY U Uj .* () ') 00 I ••••• • Q:?Iry" pr0&m 0 ••••:• TYPICAL ANCHORS ..... TYPICAL ANCH042$• • -SEE ELEV. • O a D a 0 -rb,e • • • • SEE ELEV. FOR SPACING FOR SPACING • • • • �•:•• u1•(A 0 Q M z r{r • • • • • �•��•• (�, Fri •••••• •• •• EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY ..... J .' INTO WOOD, CONCRETE OR METAL STRUCTURES • WITHOUT THE NEED OF A WOOD SUCK. ��•"' (!f • • • •• • N Ch � U w PRODUCT REVISED M as complying with the Florida I Building Code cL NOA-No. 17-0918.09 o M Facplration Date 09/22/2020 Z;4Of v By �u~i Miami• -Da roduct Control { 0 Z 04 o a '- e N M O M -0 3 4,M MIAMI-DARE COUNTY o 0 APPROVED MULLION & MULLION ANCHORS CO O Q v U SEE SEPARATE NOA n • . BUCK WIDTH _ BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPAGNG I I C F eC O W yl C W I I I a i z z D 0 —..._..._ m $ o 0 0 W w w a s .� 0�%tilll�riii ..ti•.- .. - a de d,d o 11192 r I a a ; a a ? ,TYPICAL ANCHORS Q d z'� SEE ELEV. e ; I SPACING FOR g v - .� .. % ,'• �BJ : OF <g % MID ® � drawing no. W 10-18 ,`� Ica „ EDGE DIST. �� ®1 / I �IB 1'�� sheet 7 of i 1 .,"...a1..�: :^.. - _•y .. _r _..i"x�^-.�.a�:.�u. �.:�c-<:.4,•..,:::....*k: w�� J..'5..,.."?: `�,_ rs't_•sabi�r-tY..z' ,. .edCC.i:_'--"j.:_,_S:+ti,t[c?yi.oraiy - _.=s'ffr..vy .+. *w4-sY;�:"Xl'�34�r.:-'�' i'�.� .::�..-:a:�.. -... __.«..3ws4i:i . +2�i :�f' y i A ILLUSTRATIVE DTLS. ONLY EXT. 01 NOT BY HOUSE 1 NOT BY/ l HOUSE W NOT BY ( TYPICAL ANCHORS n -„ FOR SPACING WOOD STRUCTURE 1/4" MAX. WT BY CGI GAP 1/2 . /2" MJN. HOUSE WRAP NOT BY CGI N TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS Tu = 74 KSI MIN.) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD -SCREENS OPT. EXTERIOR FIN FRAME M 0 Z �� I 0 J PRODUCT REVISED as lying the Florida 0 a com with Building Code tj - NOA-No. 17-0918.09 Q o o 0 0 Expiration Date 09/22/2020 IL p. • . i By .� lz 0 tiro Miami a roduct Control• G : • • • . O,p_ c • .. • g N.N N Mz • zM�� Q Aq A . ;2� .. • N J C rn L .. p w 1/4" MAX. OC ElGAP FO s � ZN ^ g 1/2" MIN. N � 3NM`� M z �� Czto v7 Q g Uo ,,_CAULKING nrm-rn II wf II I � I II m m Pi v�, W W 0:W a 0 �` ��1• BENS. --d L-.' 7E0 1: '•� drawing no. °P'�s�®�` W10-18 ��I I� ... i; ti% sheet 8 of 11 ITEM PART # QUANTPPY DESCRIPTION MATERIAL MAN'%'./SUPPLIER/REMARKS E1 CGI-100 - FRAME JAMB ® FIXED GLASS 6063-T6 CGI EXTRUDER E2 CGI-113 - FRAME SELL 6063-76 CGI EXTRUDER E3 CGI-102 - FRAME HEAD SC63-76 CGI EXTRUDER E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER E5 CGI-104 - LOCK RAIL 6063-T6 . CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER E7 CGI-106 - SASH RAIL 5063-T6 CGI EXTRUDER E8 CGI-107 - 5/16" GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI-108 - 0.700" GLAZING BEAD 6063 T5 CGI EXTRUDER E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER Ell CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER E12 CGI-135 - TF FRAME JAMB ® FIXED GLASS 6063-T6 CGI EXTRUDER E13 CGI-136 - TF FRAME HEAD 6063-TS CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER £15 CGI-140 - 1" MUNTIN 6063-T5 CGI EXTRUDER E16 CGI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 - SILL FILLER 6063-76 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3" D ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700" X 0.040" BEAD GE1200 SILICONE SILICONE GE M5 - 0.700" X 0.040" BEAD DOW 995 SILICONE DOW M6 - 0.700" X 0.040" BEAD DOW 899 SILICONE DOW M7 - 2/ LITE SETTING BLOCK EPOM DUROMETER 80±5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - M9 684 - ROLLER TRACK PVC - M10 =-128 2 PER SASH ROLLER HOUSING NYLON - M11 W2320ING - 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. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUN. M18 CGI-132 2PER WD. 2" SASH STOP PVC PROTOTYPE M19 CG4-111 ® FR. HEAD SCREW COVER PVC PROTOTYPE M20 CG1-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV 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 - - S4 - 4 PER WD. 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - - S5 2 PER WD. # 8 X 1" LG. FH. SMS. ST/ST. SPIRALS. ASSEMBLY - - S6 - - # 6 X 1/2" LG. FH. SMS. ® CGI-133 do CAM LOCK - - SS - 4 GM. RAIL 10 X 4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - 59 - 2 PER ANTILIFT # 10 X 5/5" LG. PHL, PH. SMS. ST/ST. ANTILIFT SCREW - - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 (Expiration Date 09/22/2020 By MiamiDad7-Mduct Control U M 0 I 0 Z � � 0 ti M H Q g tin a oCL ,� o .j jN L; • jr a� N �• Cf M o 0 a..OIt a c1 0: 01 UO• W N Q Z •.. LL z it -es j �I JOmQ .i Q sza(v)1 �•Lu 3 i i x N N iA VI N_ N fLxA IA fY r r W W W W U U U U Z z zz , Y� • j M N ` 1•.0 — �i 6 i r S E OF .�drawing no. W 10 -18 11 !II1A1t�1�``` sheet 9 of 11 i . . M 2.101 2.846 OE13 FLANGE �- 2.440 1.301 O65 NP. (( 1 15 S i 1.015 FRAME HEAD 2,440 1.3079��F 1.801 .065 2.346 TV. I065 1.155 ] 1.015 Fes- E3 FLUSH FRAME HEAD 1.22 2.113 1.015 1.007 .490 .120 .065 �_ E-:L.050 5 .050 NP. 71 L� 1.550 1.680 ,864 r� I I �I .864 f�- 050 Es 5/16" GLAZING BEAD .700° GLAZING BEAD � 1.449 • • 0NAIL FIN ADAPTER 1.395 � • • 7�.1 BC i 1 F .293, , •1.496 050� osc I� ... 065� L1.413 �I '••• • • w' •• w f�3 FLUSH FRAME COVER I�2 SCREW COVER :"; 2.264 1. �5s • .080 TYP E19 SILL. FILLER 1.450 .180 `� .050 E23 FLANGE ADAPTOR Z co g� 0 N Q` a H M N as Q �}' . • t M � j J) Q' � = �'1' o �60 a o 0 N'air a iir O %' a W 0 • q Z o"`✓ J Q J U 0 1 i70 3. J O v 065 TYP. 1.368 .745 E4 MEETING RAIL 1.015 I� I 1 140 065 4.430 TYP. 2.885 3.685UP- �2.440 E22 FLANGE FRAME SILL 1.015 j-- 1.140 3.930 I 065 TYP 3.185 2.885 2.440 E2 FLUSH FRAME SILL 1.788 065 TIP 1.015 �- 1.C43 E5 LOCK RAIL --� 1.220 o N CH'0 • N Ln M i O O .. -p ~ C7S�yO ij N 3 ij M to � Z � � 3 p _ o _ p m 1.788 2.310 1.015 065 •n.P. 1.220 1.043 1 ALT. LOCK RAIL 2.737 .065 TYP. 2.737 .065 TV. 1.892 .065 NI'• 2.195 1.015 L^E^ 1.043 Fs HANDLE RAIL 2.505 2.613 2.505 2.613 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date /22/2020 By Miami-0ad roduct Control `o_ c vri 0 F La z vi W in 0 z w to z 1.000 .391 3.237 E14 FLANGE FRAME JAMB (MOVING) .500 991�1 2.737 E20 FLUSH FRAME JAMB (MOVING) all --j 811 J a O O O 1.025 1.395 745 065 1.015 !� SASH RAIL ...;_:... a ,_. �:-.__ ...,�.. ,- ". _.,...- a o r • na. sheetof�1 _ ___ .F 2.505 065 TYP. 1,015 1.000 L1.745 E12 Fl ANGF • FRA. JAM (FIXED ._ ,.r..�wa � __�,.._.---_ - --- -- .-.,r. . 2.505 065 TYP. 1.015 LA .500 1.245 Et FLUSH FRAME JAMB (FIXED) _ �� - r.... _ - .:.�:..--•�r� ♦ ♦ , ` '�;• RCN , �� O. 2 �4 _ - -• �� J "'" " S TE OF •�� ;drawing _ .. -s . x- -a_.�r._-a.�„�.- ..,-._��rg_._ �..,_x..u,.� ��_ �h�.� ��,..��..�-�_ __ ..-�.�,-.,., _. M Wy ll •- :41• •v►a� 0 0 PRODUCT REVISED as complying with the Florida Building Code o NOA-No. 17-0918.09 Z Expiration Date 09/22/2020 0 Q By N � � emv a 11W1iam1--DafWvroduct Control Q 6 p i :N 4i •• •••�• ii ham• p M ••••• O n! .... 0 .Sa • •• •• W ip • O Q W01�� M;N j •• • U in � = M rn L � co N O O v 0 p W D; f V C O cV o r` rn M N� to N 0 raj O n Cv' C Z j z— lL N C)Q M \\ ��•V015Ng� +lOS2 ,�� N B 70592 y, o a OF .��\ drawing no. -18 //i., AIL V\sheet 11 of 11 WIND LOAD CALCULATION for O NEW WINDOWS for Mr.BRETT FIRESTONE • • •; .: : • • •: • •; 10651 NE 10 CT ' MIAMI SHORES FL, 33138 • •; • •. • •; • •, qz = 0.00256 Kz Kzt Kd V^2 • H= 13 -0 • EXPOSURE-C V=175 MPH Kh= 0.85 Kzt=1.00 Kd= 0.85 qh = 0.00256 (0.85) (1.00) (0.85) (175)^2 qh = 56.57 PSF W=qh (Gcp +/- Gcpi) P= 0.60W P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) CAS(37"x26")PROJ CAS(53 1/8"x26")PROJ A= 6.68 SF A= 9.59 SF qh = 56.57 PSF qh = 56.57 PSF ZONE 4 ZONE 4 GCP= 1.00 GCP= 1.00 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.00 +0.18)= 66.75 PSF W= 56.57 ( 1.00 +0.18)= 66.75 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF GCP= 1.10 GCP= 1.10 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.10 +0.18)= 72.40 PSF W= 56.57 ( 1.10 +0.18)= 72.40 PSF P= 0.60W = 0.60(72.40) = - 43.40 PSF P= 0.60W = 0.60(72.40) = - 43.40 PSF WIND PRESSURE ALLOWABLE �j`-'EIS /� WIND PRESSURE ALLOWABLE +110.0 \� ��.•••••.�Q'00 +92.50 - - 118.9 ��Q,•�,\C'E1VS�•. 92.50 * ; No. 20233 _ AN UF- I SI QUA S -0 r � • � _ G I �/ I t_ S'TIZ LlCTL7�A1 •.• STATE OF • F� O R IOP •• �� 8331 SW 12 TERRACE. MIAMI , FLORIDA 33144 F • P.E. No: 20233 td:(305)586-4T/6 1 ''alllll � ` WIND LOAD CALCULATION for O NEW WINDOWS for: Mr.BRETT FIRESTONE •••:•• :•••�• •: ...... ...... 10651 NE 10 CT .••••, ;,,::• ;....: MIAMI SHORES FL, 33138 • •: • •; .. • •: • •. ..., .. , ..... ...... ...... P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) •��.�• • HR(37"x38 3/8")XO HR(53 1 /8"x38 3/8")XO A= 4.95 SF A= 7.07 SF qh = 56.57 PSF qh = 56.57 PSF ZONE 4 ZONE 4 GCP= 1.00 GCP= 1.00 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.00 +0.18)= 66.75 PSF W= 56.57 ( 1.00 +0.18)= 66.75 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF GCP= 1.10 GCP= 1.10 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.10 +0.18)= 72.40 PSF W= 56.57 ( 1.10 +0.18)= 72.40 PSF P= 0.60W = 0.60(72.40) _ - 43.40 PSF P= 0.60W = 0.60(72.40) _ - 43.40 PSF WIND PRESSURE ALLOWABLE WIND PRESSURE ALLOWABLE + 65.00 + 65.00 - 65.00 - 65.00 O P=qz (Gcp +/- Gcpi) HR(74"x38 3/8")XO A= 9.85 SF qh = 56.57 PSF ZONE 4 GCP= 1.00 GCPi=0.18 ��11 �O W= 56.57 ( 1.00 +0.18)= 66.75 PSF`�� c,S� • �O� P= 0.60W = 0.60(66.75) `S�` �� •i��j (0 b1� V �• A GCP= 1.10•-?jam -ay •� GCPi=0.18 mi� �y '� z.y p ti -- �•: W= 56.57 ( 1.10 +0.18)= 72.40 ItvoSF(t� w�0 P= 0.60W = 0.60(72.40) _ - 43.40 �P^ C G,?� c '+\ • WIND PRESSURE ALLOWABLE 41 S3��\��\ +65.00 ��,>��` MANUF-I SIQUF-S - 65.00 C I �/ I L S-rl2 LIC-f-L1��Al_ 8331 SW 12 TERRACE. MIAMI , FLORIDA 33144 P.E. No: 20233 1 td:(305)586-47M WIND LOAD CALCULATION for O NEW WINDOWS for: , Y1111/ / ,• , •Y111• Mr.BRETT FIRESTONE •••:•• :•••�• •: /1111• •1111/ 10651 NE 10 CT .••••, ;;;• ;....: MIAMI SHORES FL, 33138 • •: • •: . • •: • •. / • • P=qz (Gcp +/— Gcpi) • • •/'. • • STORE FRONT SYSTEM (50"x105") A= 36.50 SF qh = 56.57 PSF ZONE 4 GCP= 0.90 GCPi=0.18 W= 56.57 ( 0.90 +0.18)= 61.09 PSF P= 0.60W = 0.60(61.09) _ + 36.70 PSF GCP= 1.00 GCPi=0.18 W= 56.57 ( 1.00 +0.18)= 66.75 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF WIND PRESSURE ALLOWABLE + 90.00 — 115.8 E S�Q b� �v F(P ��'�•�GENSF. N0. 20233 S �• * �-I 51QU�5 STATE OF ; , � � • • � 11 •• � C I �/ I L STRZ LTC-i'l_l�o. V (� • • • • •�' 8331 SW 12 TERRACE. MIAMI , FLORIDA 33144 ✓ I i V P.E. No: 20233 td:(305)586-4776