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WS- 17-1910Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-290539 Scheduled Inspection Date: October 16, 2017 Inspector: Riveron, Alexis Owner: JOHNSON, THOMAS Job Address: 987 NE 96 Street Project: Miami Shores, FL <NONE> Contractor: ASTOR CONSTRUCTION LLC Permit Number: WS -7-17-1910 Permit Type: Windows/Shutters Inspection Type: Window Door Attachment Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060143240 Building Department Comments SUPPLY AND INSTALL IMPACT RESISTANT WINDOWS. (29 WINDOWS) Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -Inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-290314. CREATED AS REINSPECTION FOR INSP-290147. CREATED AS REINSPECTION FOR INSP-289938. CREATED AS REINSPECTION FOR INSP-286743. 10-05-2017 Need to provide site specific wood buck detail signed and sealed by Florida license engineer. 10/11/2017 cancelled by inspection line October 13, 2017 For Inspections please call: (305)762-4949 Page 19 of 24 A+ Engineering Testing Lab. LLC 7066 SW 44 St Miami, FL 33155 PH: 305-668-5792 FAX: 786-513-3754 Email: Aplusetl@yahoo.com October 12, 2017 City of Miami Shores 10050 NE 2nd Avenue Miami Shores FL 33138 RE: 987 NE 96th ST Miami Shores, FL Permit No. Dear Sir: (performed an inspection of the P.T. Wood Buck for High Impact Resistant Aluminum / Glass Windows & Doors installation at the location referenced above, as per approved City Permit. The inspection consisted of verifying that the P.T. Wood Buck was in compliance with Miami - Dade County approved Manufacturer's NOA 's Product Control Approval Specifications and drawing details submitted with Permit application, and the Florida Building Code Existing. P.T. Buck was reinforced in sill, head, & jamb with 1/4" Tapcons x 3-1/4" Flat Ultracon with min. depth of embedment of 1-1/4" @ 12" and new 4"x 1 " P.T. Buck was attached to existing with # 12 wood screw @ 6". Were applied. As a routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure. As a result of my inspections 1 have determined to the best of my knowledge, ability and observations to the extent reasonably possible,,that the installations are in compliance and structurally sound from a constructability standpoint. Therefore, your consideration for final approval and closing the subject permit is requested. If I could be of any further assistance in this matter please do not hesitate to contact me. . %r% H. SAF 1/.0 �� �P •N S' QUO • ,,C' • No 69 *; �C)4 CJS`' Flz P.E %IISS l Q N1P ,v'69687 -1—Immo Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. INS -7-17-1910 ■ Permit Type: WindawslShutters 111 1 orfc Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/1/2017 Expiration: 01/28/2018 Parcel Number Applicant Owner Information Address Phone Cell THOMAS JOHNSON 987 NE 96 Street MIAMI SHORES FL 33138- (206)351-1870 1 987 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) ASTOR CONSTRUCTION LLC Phone Cell Phone Valuation: Total Sq Feet: $ 42,400.00 0 Type of Work: SUPPLY AND INSTALL IMPACT RESISTANT No of Openings: 29 Additional Info: SUPPLY AND INSTALL IMPACT RESISTANT Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $25.80 $5.85 $5.85 $8.60 $390.00 $9.00 $34.40 $479.50 Pay Date Pay Type Invoice # WS -7-17-64690 08/01/2017 Credit Card 07/26/2017 Credit Card Amt Paid $ 429.50 $ 50.00 Amt Due $ 50.00 $ 0.00 11 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that - the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin. 4;utherm. -, I authorize the above-named contractor to do the work stated. August 01, 2017 Author i.j'a e: Owner / Applicant / Contractor / Agent Building ' epartment Copy Date August 01, 2017 1 ,w3P Miami Shores Village ��. Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ±14 FBC 20 `� Master Permit No. US 11 —1g (0 Sub Permit No. BUILDING PERMIT APPLICATION UILDING ELECTRIC L ,,y CETVED JUL 2 6 2017 ROOFING REVISION EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS1 I CHANGE OF I CANCELLATION CO- r 1,, 1 CONTRACTOR `•� JOB ADDRESS: -4 U "` C�4 SV'l�l"' M'pte-1• sip(ef c Ci�, ,'31 �jb City: Miami Shores County: SHOP DRAWINGS Miami Dade Zip: Folio/Parcel#: tt- 2p(:)—OW - 5240 Is the Building Historically Designated: Yes NO Occupancy Type:QatOisl oad: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): \ pOv 1016 Alnnsbn Phone#: Z04 -351 -‘91: -AID Address: Cal WE, CAG44 S�tict City: 1-'V.I1se•-i S‘nr$rt. f Tenant/Lessee Name. Email: State: t'1.OciZA Zip: -3-2 1,3Z Phone#: CONTRACTOR: Company Name: 166\ -Dc CO>(ltS ci or)t (1.G Address: ��J3t7 _CL ) City: t" -A". -gkrtekt Phone#: 5c' - $ Q63S State: K IDA. Zip: ''r4 5 Qualifier Name('? AMos P R qv.b Phone#: 951'{^ 451:12—t2. S� State Certification or Registration #:07L (50 C7CmIA Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1-12-11-1.00• 00 Square/Linear Footage of Work: Type of Work: 1 1 Addition Description of Work: Oct Alteration 1 New 12 rtepair/Replace n Demolition ri*)fat73,A _'rA11 �i .t Q4 CA��9 5A�'1 N� t_i � �n fou)� Specify color of color thru tile: Submittal Fee $ 50pn,ia, Permit Fee $ 39° • CjZ) CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 9-2,9 . �O (Revised02/24/2014) Bonding Company's Name (if applicable) Bondii:g Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 30 day of (.33N- `� , 20 11' , by -mkst"-tjt c , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as APPROVED BY (Revisec02/24/2014) (53 day of 4-M46 , 20 'J , by 4DS PISWw , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: 111. rib& S14N Sign• Print: Seal: as "a"k`. DIANA M. SANCHEZ MY COMMISSION # GG106377 " EXPIRES: May 18, 2021 ************************************************************************ 1 Plans Examiner Structural Review Zoning Clerk Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY Summary Report Property Information Folio: 11-3206-014-3240 Property Address: 987 NE 96 ST Miami Shores, FL 33138-2523 Owner THOMAS P JOHNSON THERESE L R DAY Mailing Address 987 NE 96 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/2 / 0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,805 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1938 Assessment Information Year 2017 2016 2015 Land Value $310,247 $321,563 $350,796 Building Value $195,228 $195,228 $195,228 XF Value $1,224 $1,227 $907 Market Value $506,699 $518,018 $546,931 Assessed Value $506,699 $178,699 $177,457 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Assessment Qual by exam of deed ___I Exemption Value Cap Reduction $339,319 $369,474 Homestead Exemption $506,699 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Widow Exemption $0 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOTS 13 & 14 BLK 77 LOT SIZE 100.000 X 115 Page 1 of 1 Generated On : 7/31/2017 Taxable Value Information Previous Sale Price OR Book - PageQualification 2017 i 2016 2015 County 30429-0879 Qual by exam of deed ___I Exemption Value 28626-0257 $0 $50,500 $50,500 Taxable Value $506,699 $128,199 $126,957 School Board Exemption Value ; $0 $25,500 $25,500 Taxable Value $506,699 $153,199 $151,957 City Exemption Value $0 $50,500 $50,500 Taxable Value $506,699 $128,199 $126,957 Regional Exemption Value Taxable Value r $0 $506,699 $50,500 $128,199 $50,500 $126,957 Sales Information Previous Sale Price OR Book - PageQualification Description 02/21/2017 $675,000 30429-0879 Qual by exam of deed 04/11/2013 $100 28626-0257 Corrective, tax or QCD; min consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearc h/ 7/31/2017 • 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). -kn vled gement: 07/05/17 Carlos A. Paesano Qualifier/Owner Signature Date Print Name eZ:1Z*• STRUCTURAL CONSULTANTS WIND CALCULATIONS •••• INSTALLER: • • • • •••• • • ASTOR WINDOWS & DOORS • •••• • 7330 S.W. 42ND STREET MIAMI, FLORIDA 33155 PHONE: (305) 328-9138 FAX: (305) 418-7541 WEBSITE: WWW.ASTORWINDOWS.COM PROJECT: IMPACT WINDOW INSTALLATION AT: "YOUR 987 N.E. 96TH STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY Y19;..201 viPV� - _\C E[/ C No. 54644 4" 44 PRRPAR D B, Rt1 9f •••• • • •••• • • ••• •• • • • • • • • • • •• • URALzM�j PER }t PTE. , L E,, _EER 844,' B.# 1 /.81 ENGINEERING COMPANY" ON-CALL 1 r •• • • • • •• •• ••. • • • •• • • • • • ••• • • • 9420 S.W. 11241 STREET, MIAMI, F10RIdA 3 3 1 76 TEL (786) 242-1720 - FAX: (786) 242.4399 PROJECT -! STRUCTURAL ENGINEERING CONSULTANTS, INC . , 9420 S.W. 112TH STREET SHEET MIAMI, FLORIDA 3 3 17 b OATE..`;' TEL (786) 242.1720 , FAX �.78b` 242.4599 ... DESIGN CALCULATIONS - •• • . • CoOS ASCE -10 vv NA) veL c rri = 15 r1 ? H "ExPOSkRE C4=r1Cy0Ry = D • • K4.70 .85 K = 1.00 • VELoc I PRE55. E PoSoCr• (Kh) = 10 5 (FRo(r - S..30,3 -I) • Rcof sLo ft- / 12. ' BUXa,„rJ�o� NARRov)EST DIM .= 5 1_411 '1 rne,w RcoF He tG rr (h) : 22-” � 1 • 'Q (ccOINCA D15TANGF ¥OR t 5 Q=0.4 X 221.6;; 9I-,' -- 0.7. O.1 x 5q-1"4"= 51-8,'.. tr E r,r»1•4m) • . n1r ••, oo'aa, ;..,)(1,00)%.85)(1 s) • avN Ps; Pc,-c_2h (GC) ech(C-e-) x '(oD • • • • •.•• NN INDcw i :CRIT f9REA< `G cb FR a,3v):E ( + ) PSF Q`L SVCriON(— PSF RUQ 4 -56,5 S 1, op —1.40 69.8 C-fe_ pti, _ •-_t• •p t 18 •••• : •• • •••• • • •••• •• •• • • • • • • • • • • • •• • • •• • • • • • • •• •••• • • • •• • • • • ••• • • •• • • • • • • •• • • • • •‘)4L STRUCTURAL 1 :g' 1 CONSULTANTS Miami Shores Village Building Department Miami -Dade County, Florida Job: Impact Window Installation at: 987 N.E. 96th Street, Miami Shores, Florida RE: Window Units Design Wind Pressures Dear Sirs: • • • • ..• • 1.11 • • 1111 July 19, 2017 • •,.• • •••• ••• • • • • •• • •• • • 1 •. • • • 1111.• • • • • • • We hereby attest to the best of our knowledge, belief, and professional judgment that accordi9igfd the aboii:.: • referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: • • •• •• • • WINDOWS: Positive Design Pressure (Zone 4): 52.2 psf Negative Design Pressure (Zone 4): 56.5 psf Positive Design Pressure (Zone 5): 52.2 psf Negative Design Pressure (Zone 5): 69.8 psf • • • • • •• • NOTE: "Zone 5" pressures are applicable to openings that are within 5'-8" of building corners - Refer to calculations. • ••• • • 1 •• The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following criteria: * Risk Category: II * Building Mean Roof Height: 22'-6" * Exposure Category: D * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, In d.ha*to have any questions or concerns regarding this or any other matter, please do not hesitate to 'cP it et \G EA, • Since +, 54:.� TR CTUAAL STATE 0 • F�nri1Dr, - C 4.\11Pere'-', P Structural Engineer FL. ' .E'.#:454,844' EERING CONSULTANTS, INC. ( E.B.#: 007781) '0/19/17 "YOUR ON-CALL ENGINEERING COMPANY" • 9420 S.W. 112rh STREEF, MiAMi, FIORidA 33 17b TEI: (786) 242-1 720 - FAX: (786) 242-4399 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25'h Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315.2599 www.miamidade.aov/economy .... This NOA shall not be valid after the expiration date stated below. The Miami-Dado•County Procto Ldntrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Noeinty) reseiue•the.right to have this product or material tested for quality assurance purposes. If this prothUt� tyr material fails to perform in the accepted manner, the manufacturer will incur the expense of such tbS5rig•and the AMIJ may • immediately revoke, modify, or suspend the use of such product or material within tlidi? urisdiDripn' .RER • reserves the right to revoke this acceptance, if it is determined by Miami -Dade qourit' Prod'uct•Control Section that this product or material fails to meet the requirements of the applicable j i Hing coda.: ..• This product is approved as described herein, and has been designed to comply syltb•ti Florida Building Code, including the High Velocity Hurricane Zone. • • • DESCRIPTION: Series "238" Aluminum Fixed Window — L.M.I. ••• ••. • APPROVAL DOCUMENT: Drawing No. W99-10, titled "Series -238 Aluminum FixedVVindow•. (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. 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. . • o NQA-number—preeeded by the words--Miarni-Dade--Gounty, 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# 14-0903.06 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. MIAMI•DADE COUNTY APPROVED 1 f BJ'S NOA No. 15-0512.16 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 01-0918.01 and) 2. Drawing No. W99-10, titled "Series -238 Aluminum Fixed Window (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS62e114 2) Large Missile Impact Test per FBC, TAS 20;;24': • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 2a ,94 • • • • • • •along with marked -up drawings and installation diagram of a seri�as:7500 PVC fixed • • window, to qualify DuPont "Butacite" PVB interlayer, Duraseaj®•ainJ Supet'Spacer®. insulating glass spacer, prepared by Certified Test Laboratories, TM Report Ne? . . CTLA-3056 WA, dated 03/03/15, signed and sealed by RamesiiSi• Nate1, A. : •. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading mac TAS n2-!4 .• 2) Large Missile Impact Test per FBC, TAS 20:1 : • 3) Cyclic Wind Pressure Loading per FBC, TAS 2Q8;94 • • . along with marked -up drawings and installation diagram of a sei1. s 71100 P14.freipipject • • out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS. 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HETI 08 2143, HETI 08-21-443—HETI-07-4287 and HETI-0-7-4298,--dated 06/27/08 and 07/17/08, all signed and sealed by. Candido F. Font, P.E. (Submitted under NOA No. 08-1114.06) E-1 Manuel ' erez, Product Control Exa NOA No. 15-05 ' 6 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Compp IA) for their "Saflex CP - Saflex and Saflex HP Composite Glass anterlayers 'Mflt PET Core" dated 06/19/14, expiring on 12/11/18. •„ . .•• F. STATEMENTS•••• •• •• • • •1. Statement letter of conformance, complying with FBC-5'h Editiatl•(2014)' anti' of no financial interest, dated August 6, 2014, issued by Al-Farooq Cooaiation,.gihbd and sealed by Javad Ahmad, P.E. (Submitted under previous NO4 4, j4-090 .06)• 2. Laboratory compliance letters for Test Reports No. HTL-00804036137, . . HTL-0080-0905-06 and HTL-0080-0905-07, issued by Hurr4ca e Test Laboratory,. Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vinu•?. Abrahafir,•F;.1 • (Submitted under NOA No. 08-1114.06) • • 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96, HTL-0080- 0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99 and HTL- 0080-0203-99, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, 09/08/96, 12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 01-0918.01) 4. Laboratory compliance letters for Test Report No. ATL -1209.01-94, issued by American Test Lab of South Florida, Inc., dated 02/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 01-0918.01) 5. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc. as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS • • • 1. Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their "Series -238 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring on 10/26/18. E-3 \-71/ Manuel P e. P.E. Product Contro Ex iner NOA No. -1512.16 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 WINDOW WIDTH r , �~ ..f13/ COM P -AN L\W99-1 OM GENERAL WINDOW SECTIONS FLANGE FRAME VENT WIDTH WW -2' 1 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2044100 PAX. (303) 262-6978 D.L OPG. 0 WW_7• 6" MAX. TYP. `^q7 HEAD/SILL O CORNERS I I I F 14 x 0 uV�MAT.111 11" f -' AT EACH END AND 0 18' 0.C. ON SHORTER SIDES 20' O.C. ON LONGER SIDES — it H ii I' — O wW t ^ I O I' `m z 0 CI 0 i )i xr4 x .it C 3 - - I 1I-=�y/_t___==__-,-,- 1y I �/ .// -._ (SERIES -238 ALUMINUM FIXED WINDOW (LM.I.) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL. 33172 TEL (305) 593-6590 FAX (305) 593-6592 � I __— APii PLIED SURFAC AHULE FOR GLASS TYPES '' a►..�- REFER TO SHEETS 4 THRU 6111 I 1 I t 18" MAX. © O O © © D.L. DPG D.L. DPG. 2 1/2' TYPICAL ELEVATION VENT WIDTH VENT WIDTH (FLANGE FRAME) WINDOW WIDTH . WINDOW WIDTH EXTERIOR w x T HEIGHT 3 - MAX. ANCHOR SPACING TO BE AS FOLLOWS 17- O.C. ON LONGER SIDES 18' 0.C. ON SHORTER SIDES O c4 q o3 UPDATED TO 2010 FOC NO GUNGE 05)5 9HE0T or B� % 9 A z w 0 FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. W, Y---'�' B O .0 —# L.—L-2•" NOTES' THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. c °= $ o 'o " " C o sr " 5 E INSTRUCTIONS; 1 O • • • • • • • • • • • THIS PRODUCT HAS BEEN DESIGNED MID TESTED 10 QPIATI Y y{ITH•THE, • • SHUTTERS ARE NOT REQUIRED. L 0 � 0 x -, USE CHARTS AS FOLLOWS. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDIGfG•HlGN V�OGjTY • • STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED HURRICANE ZONE (HVHZ). • • •• • . • • • • . • • S j c r ._. � m f; v` B b ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE WOOD BUCKS BY OTHERS. MUST BE A11Wi0RE0dGOPERIIY•TO IIgaNSF1:2 • •• USING APPLICABLE ASCE 7 STANDARD. LOADS TO THE STRUCTURE. SEE CHARTS ON SHEETS 4 114RU 6 FOR DESIGN LOAD STEP 7ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr JAVA(' AHMAD CML PRODUJCTREVISEI) CAPACITY OF DESIRED GLASS SIZE/TYPE. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STEP 3 USING CHART ON SHEET 9 SELECT ANCHOR OPTION ANCHORING OR LOADING CONDITIONS :OT•Sr(tVN IN Delt.: ARE • FU PE 70592 C.A.N. 38 • os complying wish the FMrih Building Cade D Accept No15''EWS.IVP. o 114% WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • • IN STEP 1 ABOVE. NOT PART OF THIS APPROVAL. • • • • • • A LOAD DURATION INCREASE IS U Et IN DUN QF ANQFIDRS•INTO WeOD ONLY. • • • •�•4�,tJ • ,iration Data By /J/ , ' / -- drawingno. W99-10 STEP 4 •ALUMINUM BUCK SYSTEM R USED USE CHART ON • • • • • t 9 Miens • de Product A . , SHEETS 10 & 11 TO DETERMINE CAPACITY. MATERIALS INCLUDING BUT NOT M}E! TO STEEL/MEIW SCREW, THAT • • • STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. •.: I , 115 (sheet 1 of 11) SHALL APPLY TO ENTIRE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW WIDTH U \ i ( COMP -ANL \W99-10CCI)I VENT WIDTH AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAH(. (305) 2626978 WW-1 1/2" D.L. OPG. GENERAL WINDOW SECTIONS WW-61/2' EQUAL LEG FRAME 6' MAX. TVP. O HEAD/SILL CORNERS T— 1A a O r– M nJl�.t I' ,i II mE %i O I AT EACH END AND © II I' to I2 8 Ig 2 /vPI��t.I I}–' ® 19" O.C. ON SHORTER SIDES 20" O.C. ON LONGER SIDES X r II II I' I –" o u Y xr 0 1 0 x 0– x 6 a– o — –___l_ ----r == it=== 1 // t /// 1 •�/I ��6 O 0 0 S W> W 1 O a g Z 3 �I o 3 T 3F=== I I I J it II I •XX 3 SURFACE APPLIED FALSE MUNTINS OPTIONAL (SERIES -238 ALUMINUM AXED WINDOW (LM.I.))R CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL. 33172 TF1.. (305) 593-6590 FAX. (305) 593-6592 'L © IF–1s' MAX. �Lr TYPICAL ELEVATION t (EQUAL LEG FRAME) I© Q D.L. OPG. . FOR GLASS REFER TYPES, TOMAX. D.L. OPG 2 1/2' ANCHOR SPACING TO BE AS FOLLOWS VENT WIDTH SHEETS 4 THRU 6 VENT WIDTH a/a• 17" 0.C. ON LONGER SIDES WINDOW WIDTH VINDOV VIDTH 18' O.C. ON SHORTER SIDES ;.., C ' - U O ,'i NO CHANCE THIS SHEET NO CHANCE THS SHEET UPDATED TO 2014 PBC NO CHANCE THIS SHEET EXTERIOR i ,_ O a a i • • • • 0 • • • • n O 222,.._, c o o I } s o = b ^ .k• t W L>.' © 1' • •• ••• •• • • • •• 3 Engr. JAVA° AMMO O /W 1\\Rtij CML M. PE // 70592 CAN. 3536 PRODUCT REVISED m complyingMaid. the Maid.i Building Code B • • • • • • • • • • gccep,ance 1S-o51rj 16 • • • • • • ••• • • Oa ilationDale I.'J!4!!- 2018 Browing no. w99-10 � \'J ~ -�- •• • • •• • •• •• i i I 2015 By [!n i�-. � to • • • • • • • NU.�1,.dc ProductAi sheet 2 of 11 ••• • • • • ••• • • • • • • • a • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 3 • •• •• ••• • • • ••• • • j'�2.073 1--1,757 U J�� ,1i COMP-ANL\W99-10CGI) 2.625 2,625 768 768 -- � F 5 I AL-FAROOQ CORPORATION ENGINEERS 8, PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 331.74 TEL (305) 284.8100 FAX.(305) 262.6978 © 1 __A 1.00D 1,3� --114.29120.172511P. - -.090 TYP. 1.875 2.625 2.625 2215 .720 / 1 I L .OBD TYP. 2.465 S ---1 1.438 $ III / 1.222 gO CORNER KEY CORNER KEY .060 THICK ST. STEEL .062 THICK ALUMINUM FLANGE FRAME VENT (5/16" LAM. GLASS) 2.075 1.757 . .768 i V 1.0� 1.875 -.090 TYP. 1 1I SERIES -238 ALUMINUM FIXED WINDOW (L.M.I.) J[ CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL. 33172 T. (305) 593-6590 FAX. (305) 593-6592 2.465L .7201 � VENT CORNER .DBD TYP. 2.775 S i- L438 r 1.624--+ EQUAL LEG FRAME VENT INSUL. LAM. GLASS) 1.757 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. rum PART 1 QUANTITY DESCRIPTION MATERIAL MANE./SUPPLER/REMARKS TYP. 1 CGI -373 4 RANGE FRAME FL 6063 -TB INDALEX OR EQUIV. �u--77.090- I vv 1 IA CGI -397 4 EQUAL LEG FRAME 6063-T5 INDALEX OR EQUN. �$�J1 720 © 2 CGI -378 4 VENT (5/18' LAM. 66.855) 6063 -TB INDALEX OR EQUIV. L -J 1.438 28 CGI -381 4 VENT (INSUL. IAM. GLASS) 8003-T6 INDALEX OR EOUN. 2C CGI -383 4 PENT (7/18' UM. GLASS) 6063-T6 INDAlEX OR EQUN. r 3 CCI -175 4 OGEE GLAZING BEAD 0063 -TS INDALEX OR EQUN. -1.347--' / 1/ 36 CGI -396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. VENT LAM. GLASS) - 4 THICK CORNER KEY ALUMINUM - (7/16" I description GENERAL REV. NO CHANGE TH5 SHEET NO CHANGE THIS SHEET DROATE0 TO 2010 EBC NO CHANGE THIS SHEET 5 - 8 .060 .060 THICK CORNER KEY 51. STEEL - 754 6 AP -425 AS REGD. FRAME WEATHERSTRIPPING - ULTRAEAB/SCHLEGEL / 7 0200 X190 AS REGD. VENT WEATHERSTRIPPING - SCHLEGEL 0-LON .383 8 - AS RE00. VENT SCREWS 0 20' 0.C. LONGER SIDES. 18' 0.C. SHORTER SIDES - ,10 X 1' S5 SMS - .830 / /' 2/ FRAME AND ASSEMBLY SCREWSEPDM SMS �j I / 10 - 2/ LITER SETTING BLOT OUROMETER/8S 5S SHORE A -7.617 I L / I J CGt-375: OGEE GLAZING STOP `. t � 408 _! �1 I •Ifi' •• • • •-1I • • • • • •• ••• •• • • • •• .617 CGI -396: SQUARE GLAZING STOP 094r. 02-19-99 [mac 1/2.- 1•) �tr. bT. NAIAD 6 • • • • • • • • • Encin FU. C • JAVAD AHMAO CML PE ! 70592 N. 3538 PRODUCT REVISED in complying with Ore Maciis Building Code Acceptance No )��)Z• )�p FRAME CORNER•• • • • • • • • • •• • •• • • • • ••• • • t • 4 2015 Ex.irationDale0511 W- is y .�/, i, , : drawing no. W99-10 II •.. •••• •. • ••• • . Miami doP8odacl •., . (sheet 3 of 1 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 3 • •• •• ••• • • • ••• • • 1/8" ANN. GLASS .090" Saflex Clear And Color Glass NTERLAYERS- By 'Eastman Chemical Co.' _ .090" Butocite PVB By 'Kuraroy Americo, Inc.' 1/8" ANN. GLASS SILICONE GE -1200 DOW 995 00W 899 AT 1/4 POINTS ON LITES WIDER THAN 36" 5/16" NOMINAL GLASS TYPE '2' 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS INTERLAYERS - .075" Sales CP With PET Core By 'Eastman Chemical Co.' _ .090" Saflex Clear And Color Glass By 'Eastman Chemicol Co.' .090" SenlryGlos By 'Kuraroy Americo, Inc.' .090" Butocite PV8 By 'Kuraroy America, Inc.' 3/16" ANN. GLASS SILICONE GE -1200 DOW 995 DEV 899 AT 1/4 POINTS ON LITES WIDER THAN 36" 7/16" NOMINAL GLASS TYPE '3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETALS 1TINDOM DIMS. GLASS TYPE '2' CLASS TYPE '3' GLASS TYPE '8' WIDTH HEIGHT EXT. (+) 1NT. (-) T. (+) 1NT. (-) EXT. (+) 1NT. (-) 19-1/8" 26-1/2" 37" 53-1/8" 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 166.2 110.0 195.0 110.0 195.0 110.0 166.2 110.0 172.5 110.0 195.0 110.0 120.0 110.0 148.2 110.0 195.0 19-1/8" 26-1/2"38-3/8" 37" 53-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 163.0 110.0 167.7 110.0 195.0 110.0 116.8 110.0 151.9 101.8 180.5 84.1 84.1 108.8 118.7 108.8 118.7 19-1/8" 26-1/2"110.0 37" 53-1/8" 50-5/8" 110.0 185.7 110.0 187.6 110.0 195.0 131.2 110.0 148.7 110.0 195.0 95.0 95.0 110.0 120.0 110.0 120.0 67.9 67.9 85.3 85.3 85.3 85.3 19-1/8" 26-1/2" 37" 53-1/8" 63" 110.0 177.5 110.0 179.4 110.0 195.0 102.7 102.7 110.0 120.0 110.0 120.0 70.5 70.5 102.1 111.3 102.1 111.3 57.7 57.7 81.3 81.3 81.3 81.3 19-1/8" 110.0 120.0 110.0 174.6 110.0 195.0 -28-1/2888-89.8 37" 53-1/8" 74-1/4" 110.0 129.0 110.0 120.0- 56.9 56.9 90.0 90.0 90.0 90.0 - - - - 70.0 70.0 _ .075" Saflex CP With PET Core By 'Eostman Chemical Co.' .090" Sales Cleor Md Color 01039 INTERLAYERS By 'Eastman Chemical Co.' .090" SanlryGlos By 'Kuraroy America, Inc.' _ .090" Bulacite PVB By 'Kuroray Americo, Inc.' 3/16" HEAT STREN'D CUSS •• ••• • • • • • • • • • •• ••• SILICONE GE -1200 DOW 995 DOW 899 AT 1/4 POINTS ON UTES WIDER THAN 36" 7/18" NOMINAL GLASS TYPE '6' • • • •• • •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • ••• •• •• • ••• • SQUARE BEAD OPTIONAL ALL GLASS TYPES Engin JAVAD AHMAD CML EIA. PE 70592 CAN. t 538 MAY 015 PRODUCT REVISED as complying wllh tee Florida Building Code 15.0512.1 Acceptance Nu Bx.iralion Date , O8 By .J4M. ' / Dodo Product 1 0 0 z 3 0 a z 0 rn w N ft Ow cc Lri u8 0 O • n ❑3�0 Z z tl 0 _ 0 Uoo FAX. (305) 593-6592 Acle: 02-19-99 drawing no. W99-10 sheet 4 of 1 1) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t T ( COMP-ANL\W99-10CG1; PERFORMANCE VALUES 0P IMPACT RESISTANT WINDOWS KM 10 01631 7 1181 11 706 8510 71011 910010 PERFORMANCE VALUES OF IMPACT RF9ISTANT WINDOWS 11611 10 519219 7 100.1 11 FOR 91217.101101 00. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS1116. 65111 10 99111 7 1)010 11 709 691)40101 06016 WINDOW DIMS. GI450 TYPE '8' GLASS TYPE '3' 07.454 TYPE '6' WINDOW DIMS. 01-090 TYPE '2' 01659 TYPE '0' CUSS TYPE '5" 015001 DIMS. 07.893 1YPe '2' GLASS TYPE '3' 61693 TYPE '6' 010114 16:70117 EXT. CO 110. (-) EXT. (+) 100. (-) EXT. (+) 1NT. (-) 91010 36003 OCT. (4) INT. (-) M. (4) 1NT. (-) EXT. (4) 100. (-) 'MOM 11204T EXT. (4) 114r. (-) EYT. (4.) 141. (-) 60. (4) 101. (-) NOTE: AL-FAROOQ CORPORATION ENGINEERS d PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (3057 264-8100 FAX (305) 262697E 24' 110.0 160.0 110.0 181.9 170.0 195.0 24' 110.0 120.0 110.0 751.5 710.0 195.0 24' 110.0 114.4 110.0 120.0 1100 120.0 30' 110.0 144.0 110.0 166.3 110.0 195.0 30' 91.2 91.2 110.0 120.0 110.0 720.0 30' 65.7 63.7 90.0 90.0 90.0 90.0 LOAD AREA LIMITS 36' 110.0 120.0 110.0 161.7 104.7 185.5 36' 78.9 76.9 105.9 115.5 105.9 115.5 36' 4621 48.6 90.0 90.0 90.0 90.0 FOR +110, -195 PSF = 10.0 SQ. FT. 42' 110.0 120.0 110.0 120.0 110.0 120.0 42' 576 67.9 90.0 90.0 90.0 90.0 42' - - - - 90.0 90.0 +110, -120 PSF = 16.3 SQ. FT. 45" 104.6 104.5 110.0 120.0 110.0 1200 48" 65.0 650 90.0 90.0 90.0 90.0 48' - - - - 70.0 70.0 +90, -90 PSF = 24.0 SQ. FT. 54" 863 88.3 110.0 120.0 110.0 1200 54• 60.2 602 60.0 80.0 80.0 80.5 54' - - - - 70.0 700 +70, -70 PSF = 35.0 SQ. FT. 57' 81.9 81.9 1063 116.1 106.3 1181 57' 57.0 576 75.8 75.8 75.6 75.8 57' - - - - 70.0 70.0 +50, -50 PSF = 45.0 SQ. FT. 60'36'76.9 75.9 105.9 115.5 105.9 115.5 00' - - - 72.0 72.0 50' 706 70.0 63' 723 72.5 102.7 1132 103.7 113.2 63' 60'- - - - - 70.0 700 63' B4, - - - - SOA 50.0 86' 65.5 68.5 90.0 90.0 90.0 90.0 66" - - - - 70.0 70.0 65' - - - - 500 50.0 60' 643 64.5 90.0 90.0 90.0 90.0 60' _ _ _ - 70.0 70.0 59' - - - - 50.0 50.0 7Y 60.9 60.0 90.0 900 90.0 90.0 72' - - - - 70.0 70.0 72' - - - - 50.0 50.0 75' 57.8 57.8 90.0 90.0 90.0 90.0 75' - - - - 70.0 70.0 75' - - - - 50.0 500 7a' 55.0 556 90.0 90.0 900 90.0 78" - - - - 70.0 70.0 24' 88.6 56.6 110.0 120.0 110.0 120.0 81' 502 50.2 90.0 90.0 90.0 90.0 81' - - - - 70.0 70.0 30' 57.9 57.9 90.0 90.0 900 90.0 54' 480 48.6 90.0 90.0 90.0 90.0 84" - - - - 706 700 35' 43.0 43.0 90.0 90.0 90.0 90.0 87' 47.0 47.0 90.0 90.0 90.0 90.0 57' _ _ _ - 50.0 50.0 42' _ _ _ _ 70.0 70.0 110.0 189.7 110.0 195.0 24' 110.0 119.6 110.0 120.0 110.0 120.0 48'- - - - 70.0 70.0 ,, WDW. WIDTH 24' 30' 110.0 170.0 165.0 144.0 110-0 750.9 710.0 195.0 30" 516 81.5 110.0 120.0 110.0 120.0 SC 98' - - -( - 500 51.0 ) - - - - 500 50.0 SERIES -238 ALUMINUM FIXED WINDOW (L.M.I.) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL. 33172 TEL (305) 593-6590 FAX._(305 593-6592 36' 42' 110.0 102.9 120.0 702.9 110.0 170.0 1200 120.0 110.0 110.0 120.0 125.0 36" 42' 68.5 60.2 55.5 60.2 90.0 90.0 90.0 90.0 90.0 90.0 900 90.0 57" 60' - - - - 506 50.0 WINDOW LENGTH , 46' 87.2 57.2 110.0 120.0 110.0 125.0 ' 48' 57.0 57.0 90.0 90.0 90.0 90.0 63' - - - - 500 70.0 54' 76.9 76.9 1039 113.4 103.9 113.4 54' - - - - 80.0 80.0 66' - - - - 506 50.0 .//' 57' 72.2 72.2 90.0 90.0 90.0 90.0 5Y - - - - 70.0 70.0 24' 70.4 70.4 90.0 90.0 90.0 90.0 /./;,..60' 67.9 87.9 90.0 90.0 90.0 90.0 60' - - - - 70.0 70.0 30' 56.4 564 90.0 90.0 904 906 '// 42' 63.9 53.9 900 90.0 90.0 90.0 63' 56'63' - _ _ - 68.5 666 36' - _ _ - 700 70.0 66' 50.2 60.2 90.0 900 90.0 90.0 66' - - - - 65.5 515 42'- - - - 700 70.0 69' 553 55.3 90.0 906 900 90.0 69' - - - - 65.5 65.5 48' 706' - - - - 30.0 50.0 72' 52.0 52.0 90.0 BOA 90.0 90.0 72' - - - - 95.5 65.5 54' - - - - 50.0 50.0 75' 49.1 49.1 90.0 906 90.0 90.0 75' - - - - 859 63.5 sr - - - - 50.0 505 75' 46.7 46.7 664 68.4 90.0 900 76' - - - - 50.0 50.5 60' - - - - 50.0 50.0 WINDOW LENGTH 81' 44.6 44.8 55.4 55.4 90.0 90.0 51' - - - - 500 30.5 24' 59.5 59.5 90.0 90.0 900 90.0 a4' - - - - 90.0 90.0 54' _ - _ - 50.0 50.0 30' _ _ _ - 90.0 90.0 - - - 50.0 50.0 36• - - - - 70.0 70.0 57• 24' - 110.0 - 160.0 - 110.0 - 161.7 70.0 110.0 70.0 195.0 67' 24' - 110.0 111.5 110.0 720.0 110.0 120-0 42' 120' - - - 70.0 ]0.0 0 30' 110.0 120.0 1104 141.1 1082 1918 30' 77.0 77.0 110.0 120.0 110.0 120.0 45' - - - - 50.0 50.0 �/% .�/i�j 36' 104.8 104.8 7100 120.0 710.0 120.0 36" 60.9 60.0 90.0 95.0 90.0 90.0 54' - - - - 50.0 50.0 42' 872 87.2 110.0 120.0 110.0 120.0 42' 52.0 52.0 90.0 90.0 90.0 990 24' 48.9 44.9 90.0 90.0 90A 90.0 48' 77.3 77.3 110.0 120.0 1104 1200 48' 50.8 50,6 55.5 67.3 90.0 90.0 30' - - - - 70.0 70.0 7 . 2 c 0' • 5 0 2§92 ng 76 0 u ; S i i UPDATED 10 2014 P6C Jl NO CHANCE 066 S+EET 84" 59.8 89.0 90.0 90.0 90.0 95.0 54' - - - - 70.0 706 39' 132' - - - - 700 70.0 57' 643.3 86.3 90.0 900 90.0 90.0 57' - - - - 70.0 70.0 42' - - - - 500 50.0 E WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 50"650 65.0 90.0 906 90.0 900 60' - - - - 70.0 70.0 Cr- - - - 50.0 50.0 VERTICALLY OR HORIZONTALLY OS SHOWN ABOVE. 63' 4.3.12, 60.8 906 90.0 90.0 90.0 900 63' - - - - 666 606 24' 41.3 41.3 90.0 90.0 900 90.0 65' 57.0 67.0 90.0 90.0 90.0 900 65' - - - - 650 65.5 30' - - - - 70.0 70.0 69' 53.6 53.5 58.6 69.6 90.0 904 69' - - - - 629 62.6 36'144' - - - - 50.0 50.0 72' 50.6 50.6 65.6 65.5 90.0 90.0 72" - - - - 50.0 50.0 42' - - - - 50.0 50.0 75' - - - - 90.0 90. 75' - - - - 50.0 50.0 24' - - - - 70.0 70.0 78• - - - - 70.0 70.0 78' - - - - 50.0 50.0 30' 155' - - - - 70.0 70.0 81' - _ - - 70.0 700 97' _ - - - 50.0 50.0 35' _ - - - 500 50.0 84' - - - - 70.0 756 84' - - - - 506 50.0 67" - - - - 70.0 70.0 87' - - - - 50.0 50.5 91 O H 'j 0 9 o o T3 0 w i1 - o 0 _o $ g 24' 1100 142.2 110.0 155.9 110.0 195.0 24' 106.1 108.1 110.0 120.0 110.0 1200 30' 103.3 103.3 110.0 120.0 110.0 120.0 30' 70.2 70.2 110.0 1200 110.0 1X.0 36' 963 652 1100 120.0 110.0 120.0 36' S5A 55.0 90.0 90.0 906 • • 9011 • • • •:,10 . •^�-"�� • • • • • 2.,g 1i 0 T _ 42" 76.9 76.9 103.9 113.4 7539 113.4 42' 46.7 45.7 55.4 664 902 • 90.0 •GLAS641A.A:AC=TIE$ '-AS SHEET ARE 1--, &, "' r g • y i l' i t 48' 695 596 90.0 90.0 90.0 909 48' - - - - 70.0 60.0 • •BAZED•0141ASTM •Fs1400-0.9 (3 SEC. GUSTS). 54' 67.4 67.4 806 600 00.0 80.0 54' - - - - 700 706) • • • • • • • • 57 63.7 63.7 00.0 000 60.0 800 57'- - - - 700 •50.0 • • • • • • • • • • Enyr. JAVAD AHMAD 60' 60.2 60.2 80.0 60.0 80.0 80.0 80' - - _ - 70.0 70.0Iv CML PRODUCT REVISED 63' 54' 57.1 57.1 60.0 80.0 BOA 80.0 63• 76• - - - - 66.6 68.6 x.PE 92 at complying with 166 Fla9id6 Building 86" _ _ _ _ 50.0 80.0 66' _ - _ _ 50.0 50.0 .52 35 1 Acceptance No 15.0514 1 69' _ _ _ _ 75.0 71.0 69' _ _ _ _ 50.0 • • •Sl1.0 9 • • • • • • . '.It9� 1 Dale 077011Y,. 40.1 • 72' - _ - - 70.0 700 72' _ - _ - 59.5 6 50.0 • • • • • • • • 1 drawing no. W99-10 75' - - - - 70.0 70.0 75' - - - - 430.0 50. °• • • • • • • • • • • • • [Sy 1�/1 ..... ] 76' - - - - 70.0 706 ]8' - - - - 1R.0 50.06 • • 1 • • • • • • /AB15 „pada Product 51• - - - - 70.0 70.0 51' - - - - NIB • 5010 • • • • • • • 54' - - - - 70.0 70.0 {sheet 5 of 1 1) 87' - - - - 70.0 70.0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' I/O' TEMP. GLASS 1/8' TEM8. GLASS AIR SPACE AIR SPACE RI It U T\ COMP -ANL \W99-10CGI) EDGE SPACER 5T. STEEL 8Y 'CARDINAL' IST. BY 'OUANEX' OR 'OUANEX' 1/8" ANN. INTERLAYERS-^ 0111*/8-SAILN,N,..GELASS 9si � "' GLASS _ .075" Soflex CP 90th PET Core By 'Eastman Chemical Co.' .090" Safles Clear Md Color Gloss_ 'Eastman Chemical Co.' .090" SentryGlos By 'Kuroray Americo. Inc.' L .090" Butacile PVB By 'Kuraroy Americo. Inc.' EDGE SPACER STEEL BY 'CARDING ,GE1200E,DURASEAL 95 DURASEAL er 'OUANEX' D04 90 DOW 899 OR 'OUANEX' 1/8" ,IGE-I i. 6C _lW'�� ���� INTERLAYERS TEMP. GLASS - 1/8" Ilk � �� .075" Soflex CP With PET Core By 'Eoslman Chemicol Co .090" Sees Clear And Color Gloss By 'Eastman Chemical Co.' _ .090" SentryGlas By 'Kuroray America, Inc _ .090' Butocite PVB By 'Kuroray Americo, Inc.' SQUARE BEAD OPTIONAL TEMP. G1A55SILICONALL GU1S5 TYPESXL 804 995■ 004 899 1111041 'XL AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 333.74 TEL (305) 2648100 FAX (905) 2826978) SUPER SPACER 8Y SUPER SPACER 8Y 0 AT 1/4 POINTS ALL SIZES 0 AT 1/4 POINTS ALL SIZES 3/4" INSULATED 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' SERIES -238 ALUMINUM RXED WINDOW (LM.I.)3[ CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SNEER 7 Mill I1 FOR OSTALIATI6N OETNLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEER 7 THRU 11 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO 5HFET5 7 TIRO 11 F00 INSVLADON OEMMS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 TNRU 11 FOR INSTALLATION DETNIS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. CLASS TYPE '2A' GLASS TYPE '34' WINDOW DIMS. GLASS TYPE '2A' CLASS TYPE '9A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 'SA' WIOTH HEIGHT EXT. (+) 1NT. (-) EXT. (4) 1NT. (-) WIOTH HEIGHT EXT. (4) 1M. (-) EXT. (+) 1NT. (-) WIOTH HEIGHT EXE. (+) IM. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (4) INT. (-) EXT. (+) INT. (-) 24" 110.0 180.0 110.0 180.0 24' 110.0 160.0 110.0 160.0 24' 110.0 118.4 110.0 120.0 19-1/8" 110.0 195.0 110.0 195.0 30' 110.0 144.0 110.0 144.0 30' 110.0 120.0 110.0 120.0 30' 81.8 81.8 110.0 120.0 26-1/2" 110.0 166.2 110.0 166.2 36' 110.0 120.0 110.0 120.0 36' 110.0 111.3 110.0 120.0 36' 72' 64.7 64.7 90.0 90.0 26' 42' 110.D 120.0 110.0 120.0 42' 92.7 92.7 96.9 102.9 42' 55.2 55.2 90.0 90.0 37' 110.0 166.2 110.0 166.2 82.1 82.1 84.8 90.0 48' 53.7 53.7 90.0 90.0 53-1/8" 110.0 120.0 110.0 120.0 48' 110.0 111.3 93.8 110.0 110.0 120.0 120.0 48' 54' 74.2 74.2 90.0 90.0 24' 110.0 114.8 110.0 120,0 19-1/8' 110.0 195.0 110.0 195.0 54" 57' 93.8 87.0 87.0 110.0 116.9 57' 48' 70.4 70.4 90.0 90.0 30' 74.6 74.6 110.0 118.9 26-1/2' 110.0 163.0 110.0 163.0 60"81.7 81.7 120.0 114.3 60' 69.0 69.0o 90.0 36' 78' 58.4 58.4 90.0 90.0 37' J8-3/8' 110.0 116.8 110.0 116.8 63' 36' 77.0 77.0 120.0 1120 63' 64.6 64.6 90.0 90.0 42' 49.6 49.6 90.0 90.0 53-1/8' 89.3 89.3 110.0 112.6 66' 72.7 72.7 900 90.0 66' 60.5 60.5 90.0 90.0 24' 110.0 120.0 110.0 120.0 19-1/8" 110.0 185.7 110.0 185.7 69" 68.5 68.5 90.0 90.0 69' 57.0 57.0 90.0 90.0 30' 84" 69.8 69.8 909 90.0L 26-1/2 110.0 139.4 110.0 147.2 3 --. 72' 64.7 64.7 90.0 90.0 72' 53.7 53.7 90.0 90.0 36' 51.6 51.6 90.0 90.0 37' 50-5/8" 100.9 100.9 110.0 116.8 UPDATED TO 2014 FRC INTERLAYER & SPACER REV. 75' 61.4 61.4 90.0 90.0 24' 110.0 151.0 110.0 154.3 24' 94.1 94.1 110.0 120.0 96' 61.6 61.6 90.0 90.0 53-1/8' 72.1 72.1 85.3 85.3 78' 58.4 58.4 90.0 90.0 30' 109.7 109.7 93.8 110.0 110.0 120.0 120.0 30' 36' 45.6 45.6 90.0 90.0 19-1/8" 110.0 177.5 110.0 177.5 8 61 81' 53.4 51.8 53.4 51.6 90.0 90.0 90.0 90.0 36' 42' 93.8 81.7 81.7 96.9 102.9 24' 74.8 74.8 90.0 90.0 26-1/2' 109.1 109.1 110.0 120.0 01 32 84' 87' 49.9 49.9 90.0 90.0 48' 54' 74.2 74.2 90.0 90.0 30' 108'63' 59.9 59.9 90.0 90.0 37" 74.9 74.9 110.0 110.2 g e o 24' 110.0 168.0 110.0 168.0 54' 71.6 71.6 80.0 60.0 24' 120' 63.2 63.2 90.0 90.0 53-1/8' 61.3 61.3 81.3 81.3 0 30' 110.0 144,0 110.0 144.0 57' 67.6 67.6 80.0 80.0 24' 132' 49,8 49.8 90.0 90.0u 1s-1/e^ 110.0 120.0 110.0 129.0 ;, � ` g` i;I. 120.0 110.0 120.0 60' 64.0 64.0 80.0 80.0 24' 144• 43.8 43.8 90.0 99.0 26-1/2' 95.4 110.0 120.0 u 36 110.0 74-1/4' 95.4 42" 302.o .04.8 8... .... ... 0:0----80.0 37' 60.4 60.4 90.0 90.0 A 48' 92,7 92.7 96.9 102.9 24' 110.0 120.0 110.0 120.0oo WOW. WIDTH _ + m 54' 81.7 81.7 96.9 102.9 30' 96.9 96.9 110.0 120.0 •• ••• NOTE: 0 0 o n n m 2 76.7 76.7 90.0 90.0 36' 81.7 81.7 110.0 114.3 • • • • • • •• LOAD AREA LIMITS •g iJ� o M E 57' 42' 'i PSF 9.32 SQ. FT. o Oc _ 60' 72.1 72.1 90.0 90.0 42' 60' 72.1 72.1 90.0 90.0 • • • ! FOR +110, -195 = - 67.9 67.9 90.0 90.0 48' 69.0 69.0 90.0 90.0 9tINOOW SEOIGTSS • • • •i • • +110, -120 PSF = 16.2 SQ. FT. .-. �; 63' 66' 63.9 63.9 90.0 90.0 54" 64.0 64.0 80.0 60.0 • • • • • • • • • • • /,-,.-- I // +90, -90 PSF = 24.0 SQ. FT. j, •t 61.2 61.2 75.8 75.8 • jj Eng,: JAVA!)AHAIAD w . 69 72' 58.8 55.2 58.8 55.2 90.0 90.0 90.0 90.0 57' 24' 110.0 120.0 110.0 120.0 1 0 3 1 I '// COAL FU. PE / 0592 PRODUCT REVISED as complying with the Florid. 1 iiia 75' 52.2 52.2 90.0 90.0 30' 88.9 88.9 110.0 120.0 //'' / .�//// 3 z _ CAN. 5,: i Building Coda .. S 78' 49.6 49.6 90.0 90.0 36' 66' 72.7 72.7 90.0 90.0 1 • • • • • •;• 3 • Acceplallce No i ' n• '� c 47.8 47.6 90.0 90.0 42" 63.9 63.9 90.0 90.0 - - - • R_ _- Bx.iRlion Date ISR//. �� o l.1 f., 81' 48' 60.5 60.5 90.0 90.0 • • • • • • • • • • • • • •• •• BY /'�tr .��./. i ) drawing no. • • • • • • NOTE: • • • NDr� • WI ANO timer* DIMENSIONS CAN B[ sWENTECID GLASS CAPACITIES ON THIS SHEET ARE VERTCALLY OR HORIZONTALLY AS SHOWN ABOVE. MAY 015 Mien redo Product • , W99- 1 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). (sheet 6 of 11) ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 2-1/2' MIN. INSTALLATION TYPE '1' 1 3/8' 2 1/8' WOOD BUCK TYPE '1' MATFRIN: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 2-1/2' MIN. INSTALLATION TYPE '2' 2 1/8' MIN. WOOD BUCK TYPE '2' MATFRIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 1 3/8' BUCK INSTALLATION 8Y OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL. PRFSSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8' N18. WOOD BUCK TYPE '4' MATERI*ITPRFSSURF TRFATFO TYPICA6 1NSSALLATION DETAIL ON ALL•FOUR SottS.a1SQIG. Q D: 6 • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • •• • • • • • • • • •• •• •• • •• • • • • • •• • • • • • • •• • • • • • • ••• • •• • ••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION METAL STRUCTURES ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS ra‘U z O Qf O0 a rzo OG < v'o Da<o °o o a�E te29,t, Q w 4 N Qw1E k' COMP-ANL\W99-10CG1) N N m 0 9 0 0b w ow m m N� pI, o 3 NM 00Min Z2 N 3O�18 C O 8? -:so 1 N Enos. JAVAO AHLIAD CML FLA. PE # 70592 CAN. 538 0 4 2015 PRODUCT RBVISED as complying with 1ho Florida Bailding Code Acccplance No •0 12 as ,)ration Data •3�/. 2�D By // '02 2 Miami i.de ' „ „ 0 02 n »va_28E o,. o : Y` 8 �drawing no. W99-10j sheet 7 of 1 1) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) l COMP —ANL\W99-10CGI) aaa 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 TYPICAL ANCHORS TYPICAL SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION M��' STRUCTURES AL-FAROOQ CORPORATION ENGINEERS & PRODUCE DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2644100 FAX (305) 262.6978_ � 1 3/8' S 1 I Ll i�i� J� Gi. I FYI • Ik __ ^111: ►1,_ ^t LINI a 4 o c d'" 2 1/8' . CII < j 2 I/8' ir�T .1'.818. � a s1' MIN. e.a 2-1/2' MIN. ov 2-1/2' MIN MIN. SERIES -238 ALUMINUM FIXED WINDOW (LM.I.) J CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL. 33172 TEL (305)593-6590 FAX. (305)593-6592 INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATFRIAI: PRESSURE TREATED MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES atm TYPICAL ANCHORS SEE ELEV. FOR SPACING /SEE SHEET 9 FOR DESCRIPTION JAL.. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION —1 1 3/8' 111111r1 1 �1I1I moi 0escripbon K ~ E g 4 NO CHANCE TH6 SHEET UPDATED TD 201. FBC Ill NO CHANGE THS SHEET 2 4 �' hi !"‘.4, is._ • . a .' •. a �. . a ..- MIN ATTACHMENT TQ . BUCK INSTALLATION BY OTHERS a BUCK INSTALLATION 81' OTHERS APPROVED MULLIONS 1' ,I 1' MIN. n JNSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION T14 'i. W 011 BUCK TYPE '4' H o o n o a MA ME I: PRESSURE TREATED • • • • • MASER141, PIE RE TREATED LL u —', INSTALLATION DETAIL • • • TYPICAL INSTAL►ATLN:DESAI1. • • • • •TYPICAL �----, i o a i i 1, $ I. • S'?bES/USING 1I OGD• • • • ON ALL FOUR SIDES/USING WOOD ON ALL•FUUR • • • • • • • • • • Engn DR. HUIMYOUN FAR000 STRUCTURES FIA PE / 16557 C N. 3g ( PRODUCT REVISED a9 complying with the Florida Building Code Acceptance No 15'0519-163, • • • • • • • • • • • • •,� • Bx,'ration Dat e 07/51,!.• OoJ8 drawing no. W99-10 WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • • • • • • •• • • • • • • •••• ••• •••• 1 ,i)41015 BY 04/.04/.,. -'' ' - Miami aeProdn•Ju a,,... d sheet 8 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES OF INSTALLATION ANCHORS WOW. WIDTH U o OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS REFER TO SHEET 7 & 8 FOR DETAILS `T . .7. REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & B FOR DETAILS AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX (3051262-6978 ) j a. 00 WINDOW DIMS. N19009 DIMS. EXT (+) WINDOW DIMS. EXT (+) 618009 DIMS. EXT. (+) 619006 DIMS. WINDOW LENGTH WIDTH HEIGHT Da. (+) INT. (-) WIDTH HEIGHT INT. (-) WIDTH HEIGHT IM. (-) WIDTH HEIGHT INT. (-) WIDTH HEIGHT 1EXCT. NT. (+) V1 24" 195.0 24" 195.0 24" 195.0 19-1/8' 195.0 1 jji 24" 30" 195.0 195.0 30" 195.0 30' 195.0 30" 174.9 26-1/2' 195.0 3o i% 36" 195.0 36" 195.0 36" 179.3 36" 150.6 37• 28" 195.0 z %, j j j 0 42' 195.0 42' 195.0 42" 162.7 42' 133.5 53-1/8" 195.0 3 ; 108 121.0 195.0 48' 193.8 45" 181.5 48" 151.3 49" 19-1/8' - -- 54" 195.0 54' 191.2 54' 143.4 54" 111.5 26-1/2"195.0 57- 195.0 57" 172.1 57' 140.5 I 57" 107.7 37' 39-3/8' 195.0 NDIE1 60" 164.4 80' 156.4 60" 138.3 60' 104.2 53-1/8' 195.0 GTH WIDTH VERTICALLY OR N HORIZONTALLY DIMENSIONS SHOWN SHOWN BE AS 63' 36" 172.1 83" 64" 143.4 63' 72' 136.6 24' 188.2 19-1/8" 195.0 INTERPOLATION BETWEEN SIZES ALLOWED. 66' 161.3 66' 132.4 66" 128.0 30' 154.9 26-1/2'50-5/8' 195.0 89" 169.8 89' 153.7 69' 134.7 36"132.9 37' 195.0 72" 179.3 72" 143.4 72' 134.4 42" 120' 117.3 53-1/8" 195.0 75' 169.8 75" 134.4 75' 124.1 48' 105.9 19-1/8' 195.0 115.2 54' 97.1 26-1/2" 195.0 78" 161.3 78' 126.5 78' 63'169.3 81' 153.7 81' 119.5 81" 107.6 24' 193.6 37" SERIES -238 ALUMINUM RXED WINDOW (LM.I.)) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, ft. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 e4" 146.7 84' 113.2 84" 100.8 30' 158.9 53-1/8' 144.0 87' 168.3 87" 129.1 57' 113.9 36' 132" 135.9 19-1/8' 195.0 24' 195.0 24' 195.0 24' 195.0 42" 119.6 26-1/2'195.0 30' 195.0 30' 195.0 30' 184.4 48" 107.6 37' 74-1/4' 168.9 36" 195.0 36' 184.4 35" 161.3 24" 195.0 53-1/8" 137.6 42" 195.0 42" 170.2 42" 145.8 30"144. 162.1 4541 184.4 48' 161.3 48' 134.4 36" 138.3 54' 195.0 54" 156.4 54" 126.5 42" 121.4 LJ 1 T 57" 154.4 57" 155.3 57" 123.5 24' 181.5 60" 170.2 60' 154.9 60" 121.0 30" 156' 148.3 63' 42" 158.0 83' 60' 140.8 83' 78" 119.0 38" 128.3 66" 147.5 66" 129.1 66' 117.3 LLL 69" 172.9 89' 148.9 69' 116.1 72' 162.7 72" 138.3 72' 115.2 129.1 75" 114.7 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 75' 153.7 75" 78" 114.6 BY "HILTI• K51, Ey-157 K51) 78' 51' 145.6 135.3 76" 81' 121.0 113.9 Bt' 106'4 1/4" DIA. KWIK-CON II (Fu-163 1/4' DIA. ULTRACON BY "ELCO• (Fu=177 K51, Fy=155 K51) i UPDATED TO 2014 FBC NO CNN5 (69 SHEET 84" 131.7 84" 107.6 24' 195.0 87" 150.9 87" 1223 30" 186.3 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES wN 24" 195.0 24" 195.0 36' 146.7 1-1/2" MIN. PENETRATION INTO WOOD 30' 195.0 30" 182.2 42' 131.7 THRU 1BY BUCKS INTO CONC. OR MASONRY W 36' 193.5 36' 181.3 48" 121.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 2 42" 184.4 42" 147.5 54' 113.2 CONC. OR FILLED BLOCK t e 3;3 l J 48' 181.5 46" 138.3 57" 110.2 DIRECTLY INTO CONC. OR FILLED BLOCKS • v < `£ 54" 181.5 54" 132.4 60" 107 8 1-3/4" MIN. EMBED INTO A. 116.057" 130.4 63" 8' 105.4 • ; • : T : A, (GRADE 2 CRS) 57- 60' 161.3 60' 129.1 66" 103.5 „ INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/6") iii , 63" 48" 148.9 63' 66" 128.3 69" 102.0 • •.11°'.= MFJ/R STNI..nURLRS • • • • l 66" 138.3 65" 128.0 72' 100.8 INTO •• • • STEEL GA. MSI. I > l` E., _ " __ -• 99'9 :012 Ir'Y KN, 69" 161.3 69" 128.0 75" ALUMINUM': 1 844H1' MW. 0 IN. • 72' 151.3 72" 128.0 24' 195.0 (STEEL iN.CON4Apt WRIT SLIJIIN18M 70 SE PLAID OR PAINTED) a " 75' 142.4 75' 125.7 30" 172.1 • • • • • • Env, JAVA() AHMAD PRODUCT REVISED I 1 03 134.4 78' 117.3 36' 148.9 TYPICAL EDGF DISTANCF CML as complying with the Florida ' 4 78' a1' 127.4 81' 110.0 42' 132.5 INTO CONCRETE AND MASONRY = 2-1/2" MIN. FLA PE t 70592 C 1536 Building Code Acceptance No (�j-p�1q,i� o }` L` 84" 121.0 84" 103.5 48' 96" 121.0 INTO WaOD•9TRUCTUREr 1" •��• • • Ex Nati, Dale i7�7. 2018't 8: 87' 138,3 87" 117.3 54" 112.2 INTO MgTAL :TRUCTURE •• 3/ "•MIN. • • • J��, , (/�ji 7 - i ` t 5T 108.7 •By • • • • • • • SIsIB$•SG•= 1.55 • • idi 041015 Mi 's_ doPso&tU • •,, drawingno. NOTE. 60' 105.8 WOOD AT HEAO,•SILL OR I�IN. SIIlaOR JAMpS 1'c = �� PS1•M�14. W99-10 INTERPOLATION BETWEEN SIZES ALLOWED. 63' 102.9 COI�tl2iE AT•HEAD, B6" 100.6 f'm 2000 PSI C-90 HOLLOW/FILLED BLOCK AT JAMBS - MIN. (sheet 9 of 111 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • 1 ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • AL-FAROOQ CORPORATION ar ENGINEERS & PRODUCT DEVELOPMENT 1 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2548100 FAX. (305) 2826978 ( COM P-ANL\W99-10CC1; PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM HUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS WINDOW DIMS. ANCHORS AT 17" 0.C. ANCHORS AT 10" 0.C. WINDOW DIMS. ANCHORS AT 17' 0.C. ANCHORS A7 ID" 0.C. AINDON DIMS. ANCHORS AT 17' O.C. ANCHORS AT 10" 0.C. 6195011 DIMS, ANCHORS AT 17" 0.C. ANCHORS AT 10" 0.C. WINDOW DIMS. ANCHORS AT 17" 0.C. ANCHORS AT 10" 0.C. WIDTH HOGHT EXT. (+) INT. (-) EXT. (+) INT. (-) W10111 HEIGHT EXT. (+) INT. (-) EXT. (4) INT. (-) 51I0114 HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) W10111 HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) 24" 195.0 195.0 24" 169.1 195.0 HRn .1 w'mamionnnomo 148.0 195.0 24" 126.9 195.0 19-1/8" 195.0 195.0 30' 195.0 195.0 30' 145.7 195.0 124.6 174.5 30" 105.2 175.4 28-1/2"28. 195.0 195.0 36" 195.0 195.0 36" 131.6 195.0 109.6 153.5 36" 91.1 151.8 37" 195.0 195.0 42" 148.0 195.0 42' 123.0 184.5 99.5 139.3 42' 81.2 135.3 53-1/8" 163.4 195.0 48' 157.9 195.0 48' 118.4 177.6 92.5 129.5 48' 96" 74.0 123.3 19-1/8' 195.0 195.0 54' 131.6 195.0 54" 118.9 175.4 87.7 122.8 54' 68.6 114.4 26-1/2'-3/e. 3857" 192.1 195.5 121.4 182.2 57' . 105.2 157.9 86.0 120.3 57" 68.5 110.8 37" 173.9 195.0 60' 112.8 169.1 60" 95.7 143.5 84.6 118.4 60' 64.6 107.6 53-1/8" 130.9 195.0 63' 36" 105.2 184.2 63'54' 87.7 153.5 72" 83.5 116.9 63" 62.9 104.9 19-1/8" 195.0 195.0 66' 123.3 172.7 66" 101.2 141.7 82.8 115.9 66" 61.5 102.5 26-1/2"-5/8. 50 172.1 195.0 69' 116.1 162.5 69" 94.0 131.6 82.4 115.3 24" 129.5 195.0 37' 143.4 179.3 72' 109.6 153.5 72' 87.7 122.8 82.2 115.1 30' 106.9 168.1 53-1/8" 121.1 166.3 75" 103.9 168.2 75" 82.2 131.6 75.9 115.1 38" 92.1 144.7 19-1/8' 166.8 195.0 78' 98.7 157.9 78' 77.4 123.8 70.5 112.8 42" 81.7 128.3 26-1/2'6.3'129.3 195.0 SERIES -238 ALUMINUM FIXED WINDOW (LM.I.))- CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL 33172 �11E1 (305) 593-6590 FAX. (305) 593-6592 ., 81' 112.6 150.3 81' 87.7 116.9 78.9 105.2 48' 108 74.0 118.3 37" 103.6 181.2 84" 107.6 161.5 84" 83.1 124.6 74.0 111.0 54' 68.2 107.2 53-1/8" 85.1 154.1 87" 103.0 154.4 87' 78.9 118.4 69.8 104.5 57' 65.8 103.5 19-1/8" 172.3 195.0 24" 177.6 195.0 24' 148.0 195.0 134.5 195.0 60' 63.8 100.2 26-1/2"74-1/4" 131.8 195.0 30" 157.9 195.0 30" 126.3 189.4 30" 112.8 180.4 24" 131.6 195.0 37" 103.3 165.3 36' 148.0 195.0 36" 112.8 169.1 38' 98.7 157.9 30' 108.3 182.4 53-1/8" 84.1 134.6 42' 145.0 193.3 42" 104.1 156.1 42" 89.0 142.4 36'92.9 139.3 48" 145.0 187.9 48" 98.7 148.0 48' 82.2 131.6 42' 120' 82.0 123.0 54" 127.0 184.5 54" 95.7 143.5 54" 77.4 123.8 48' 74.0 111.0 li 1 57.112.6 189.1 57' 95.0 142.4 57� 755 120.9 54' 67.9 101.8 IuIII 60' 104.1 156.1 80" 94.7 142.1 60" 74.0 118.4 24' 133.2 192.463" 96.7 169.1 63' 86.1 142.1 63' 7872.7 116.4 30' 109.3 157.914 SNS 66" 112.8 757.9 66' 04.7 138.1 66' 71.8 174.8 36' 132' 97.5 135.0V17' AT 6" FROM ENDS 0.C. MAX. 69' 105.7 148.0 69' 91.1 127.5 69" 77.0 I7},6 42' 82.3 118.9 AT HEAD/50.L/JAMB 72" 99.5 139.7 72' 84.6 118.4 72' 70.5 112.8 48' 74.0 106.9 3&, 5►� 75' 94.0 150.3 75" 78.9 128.3 75' 70.2 1127 24' 121.1 195.0 411 MIi"!,.`�� 70.1 112.1 30' 99.1 165.2 \ ' l g B� N d v . i u / NO CHANGE TH5 SHEET UPDATED TO 2016 PBC NO CHANGE THIS SHEET 78' 81" 8.9.0 101.5 142.4 135.3 78" 81' 74.0 83.6 11&4 111.4 78' 81' 70.1 104.1 36' 144' 84.8 141.0 + y 148.0 195.0 42' 74.3 123.8 II�� 84" 87' 96.7 92.3 145.0 138.4 84' 87' 78.9 74.8 118.4 112.2 24' 30' 123.5 185.3 24" 123.3 195.0 1--11 !MEM jj j 195.0 195.0 24' 184.4 195.0 36' 107.6 161.5 30' 156" 100.8 161.2 =__Blida 24' 30' 172.2 195.0 30' 139.3 195.0 42' 96.7 145.0 36" 85.8 137.3 '��',, 36" 157.9 195.0 36" 123.3 172.7 48" 68.8 133.2 •14 SMS ► r•' 42' 145.0 187.9 42' 1128 157.9 54" 87.1 124.8 1-1/2" MIN. WOOD D S AT 6" FROM ENDSANAND b 48' 148.0 185.0 48' 105.7 148.0 57' 80.8 121.7 17" O.C. MAX. V1111M 54' 118.4 177.6 54' 101.2 141.7 60' 78.9 118.4 AT HEAD/SILL/JAMB 1' MIN. St 107.8 161.5 5r 99.7 138.6 eo 8' 77.3 no.0 60' 98.7 148.0 60' 94.7 138.1 66" 76.0 114.0 INSTALLATION TYPE '5' c;;� c v .- o n o o o 5 5 63" 48" 91.1 159.4 63' 66" 85.9 137.3 89" 74.9 11j38 • • • • • • ♦ 28Y WOOD BUCK OR WOOD STRUCTURES 66' 105.7 148.0 66' 97.9 137.0 72' 74.0 111.0 • • • 22,..-, 69' 98.7 138.1 69' 89.7 125.6 75' 73.3 Ttp.o • • • • TYPICAL INSTALLATION DETAIL S .:� y O • • , ., ^� s n b h , 72' 92.5 129.5 72' 82.8 115.9 • i *-••�0 • • 054s ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 75" 87.1 139.3 75' 76.9 123.0 • • • • • • • .065 Engr: JAVA() AHMAD 78' 82.2 137.8 78" 71.8 114.8 -- .845 CML PRODUCT REVISED 91' 93.5 124.6 81" 80,7 107.8 .065- .592 r_ { ) FLA PE / 70592 CAN. 3538 a, complying with lbe Florida Building Code 64' 88.8 103.2 84' 76.0 114.0 7- • 512 I"7 •1.125 n Acceplence No 15'�Jli.ir0 BY 84.6 126.9 8T 71.6 107.6 • • • ' L- � • 1'si iralion Dile 'L7 �/.t• •I� Idrowing 80.1 W99- 10 •` •• • • *•• •• NOTE, • • • •12 INTERPOLATION BETWEEN SIZES ALLOWED. ALUMINUM BUCK FRAMING DETAIL• • • • • • • •• !907 • • • • • • I...._ �1 q 11 I CO' By 1�.i... ,, i.,.p .t,' ALUMINUM BUCK OPTTONAL COVLR f 1 (sheet 10 of 1 1 REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. 6063-T8 6083-T6 I ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • 1 ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES ALUM BUCK PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCIIORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCIIORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS V \� l A7 o w INSTALLATION ANCHORS ANCHORS ANCHORS WINDOW 01145. ANCHORS AT 17" 0.C. ANCHORS AT 10" D.C. WINDOW DIMS. ANCHORS AT 17' O.C. ANCHORS AT 10" 0.C. TIMOR DIMS. ANCHORS AT 17" 0.C. ANCHORS AT 10' O.C. 1119509 DIMS. ANCHORS AT 17" 0.C. ANCHORS AT 10" 0.C. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1.235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX. (306) 2626978 , ..., 9IND011 DIMS. AT 17" O.C. EXT. (+) AT 10" 0.C. M. (+) INT. (-) WIDTH HEIGHT M. (+) INT. (-) EXT. (4) Rif. (-) WIDTH HEIGHT AT. (+) INT. (-) EXT. (4) MT. (-) WIDTH HEIGHT EXT. (4) INT. (-) EXT. (F) INT. (-) WIDTH HEIGHT EXT. (4.) WE (-) EXT. (4) INT. (-) . .J WIDTH HEIGHT INT. (-) 195.0 121.1 181.7 24' 106.0 148.4 24" 90.9 151.4 19-1/8" 1942 195.0 a Q 24" 159.0 193.8 24' 30" 104.4 156.6 30" 89.3 125.0 30" 75.4 125.6 28-1/2" 173.9 195.0 30' 145.4 94.2 141.3 36' 78.5 109.9 36" 65.2 108.7 37" 26" 146.8 195.0 36" 141.3 188.4 141.3 36" 42' 88.1 132.2 42" 71.3 99.8 42" 58.1 96.9 53-1/6" 117.0 175.6 42" 106.0 84.6 127.2 48' 66.3 92.8 48' 96" 53.0 88.3 19-1/8" 1662 195.0 48" 113.1 141.3 48" 54" 83.8 125.6 54' 62.8 87.9 54" 49.2 81.9 26-1/2'-3/8. 137.6 183.4 54" 94.2 141.3 57' 75.4 113.1 57" 61.6 86.2 57" 47.6 79.5 37" 124.5 166.1 57" 87.0 130.5 121.1 60' 68.5 102.8 60" 60.6 84.8 60" 46.3 77.1 53-1/8" 93.8 140.8 60" 36 80.8 131.9 63" 62.8 109.9 83" 72 59.8 83.8 63" 45.1 75.1 19-1/6" 155.5 194.4 63" 75.4 72.5 101.5 66" 59.3 83.0 66" 44.1 73.4 26-1/2" 123.3 154.1 68" 68.3 123.7 66" 87.3 942 69' 59.0 82.6 24" 92.8 145.8 37' 50-5/8' 102.7 128.4 69" 83.1 78.5 116.4 109.9 69" 72" 62.8 87.9 72' 58.9 82.4 30" 76.6 120.4 53-1/6" 86.7 119.1 72" 103.6 19-1/8" 119.5 195.0 75" 74.4 119.0 75" 58.9 94.2 75" 54.4 82.4 36" 88.0 113.1 78' 55.4 88.7 78" 50.5 80.8 42' 58.5 91.9 26-1/2"63"92.6 162.1 SERIES -238 ALUMINUM FIXED WINDOW (LM.I.)) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL 33172 TEL (305) 593-6590 FAX. (305) 593-6592 78" 70.7 62.8 83.8 81" 56.5 75.4 48" 108 53.0 83.3 37" 74.2 129.8 81" 80.8 77.1 107.7 115.8 81' 84" 59.5 89.3 84" 53.0 79.5 54" 48.9 76.8 53-1/8' 63.1 110.4 84" 87' 56.5 84.6 87' 49.9 74.8 57" 47.2 74.1 19-1/6" 123.4 195.0 87" 73.7 110.6 24" 106.0 159.0 24" 98.4 154.2 60" 45.7 71.8 26-1/2' 74-1/4' 94.4 151.1 24" 127.2 169.6 150.8 30" 90.5 135.7 30" 60.8 129.2 24" 94.2 141.3 37" 74.0 118.4 30" 113.1 106.0 141.3 38" 80.8 121.1 36' 70.7 113.1 30" 77.5 116.3 53-1/8" 60.3 96.4 36" 99.8 42" 103.8 138.4 42" 74.5 111.8 42" 63.8 102.0 36"66.5 120' 48" 103.8 134.6 48' 70.7 106.0 48" 58.9 94.2 42" 58.7 88.1 54" 88.1 132.2 54" 68.5 102.8 54" 55.4 88.7 48" 53.0 79.5 57" 60.8 121.1 57" 68.0 102.0 57" 54.1 86.8 54' 48.6 72.9 M' 60" 74.5 111.8 60" 67.8 101.8 60" 53.0 84.8 24" 95.4 137.8 42 121.1 63' 60" 61.7 101.8 63' 78 52.1 83.4 30' 78.3 113.1 63" 66" 69.2 80.8 113.1 86" 67.8 98.9 66" 51.4 82.2 36" 132' 66.9 96.7 n I1r' #14 SMS 50.9 81.4 42" 58.9 85.1 t`S 11 K\ll AT 6" FROM ENDS 69' 75.7 106.0 69' 65.2 91.3 69" 17" O.C. MAX. 72" 71.3 99.8 72" 60.8 84.8 72" 50.5 80.8 48" 53.0 76.6 AT HEAD/SILL/JAMB 67.3 107.7 75' 56.5 90.5 75' 50.3 80.4 24" 86.7 144.5 444A� 44 1 75" 78" 63.8 102.0 78' 53.0 84.8 76' 50.2 80.3 30' 71.0 118.3 y • ' ^ UPDATED TO 2014 MHC NO CHANGE 7115 SHEET /lit 81' 72.7 96.9 81' 59.9 79.8 81' 50.2 74.5 36' 144' 60.6 101.0 ri '^ 84" 69.2 403.8 84' 56.5 84.8 24" 106.0 159.0 42' 53.2 88.6 M \ W u 87' 66.1 99.1 87"53.6 80.3 30' 88.5 132.7 24" 88.3 141.3 1� x41 u, 72.2 115.5 ,_ 6 6 24" 141.3 176.7 24' 117.8 164.9 36' 77.1 115.6 30" 156" c 30" 123.3 154.2 30" 99.8 139.7 42' 69.2 103.8 36' 61.4 98.3 - a 0d 36' 113.1 141.3 38' 88.3 123.7 48" 63.6 95.4 a.4. - - - .4 • a 1 42' 103.8 134.6 42" 80.8 113.1 54" 59.5 89.3 • 2 "1/2" MIN. 4 1/4" DIA KWIK-CON/ULTRACON "1- y ? u 9 57.9 86.9 ' EDGE DIST. ° /4' MIN. CONC. EMBED at N 2 48' 106.0 132.5 48" 75.7 106.0 57" 1-1/4"- IAN Fll I FD RI OCK FMRFO 54. 84 8 127 2 54" 72 5 101 5 60" 66.5-84,8 6' FROM ENDS AND A17" 57" 77.1 115.6 57" 71.4 100.0 63' 84" 55.4 83.1 O.C. MAX. (10' 0.C. ALT.) • 70.7 108.0 60' 67.8 98.9 66" 54.4 61.9 INSTALLATION TYPE '6' AT HEAD/SILL/JAMB o 0 c „ „ .. - 60" o,�4i W • • • • • ae - sag 63' 4B' 65.2 114.2 63" 66' 61.5 98.3 69' 53.6 P • • • • u x -" 75.7 106.0 66" 70.1 98.1 72" 53.0 /9'..5O • TYPICAL INSTALLATION DETAIL - 66" 69• 70.7 96.9 69" 64.2 89.9 75" 52.5 7#8 • • ON RSL FOUR SIDES/USING ALUMJNUM BUCK SYSTEM ' ,--..--; 66.3 92.8 72" 59.3 83.04, •• ••• 1• 72' 75" 62.4 99.6 75" 55.1 88.1 •• • • • •• µ MAD Ear �CNIL PRODUCT RRVISPD F it _ 1 78" 58.9 94.2 78' 51.4 82.2 F1A. PE 70592 CAN. :. a 84 complying with 16e Floridac D*Odita 81' 66.9 89.3 81" 57.8 77.1 Acceptance No l5'O 12.16 ce N 5"O . _. A 84' 63.8 95.4 BP 54.4 61.6 • • • • • • • • • • • • • • • Expiration Date Ie • $ 8 i. 87' 60.8 90.9 87" 61.4 77.1 • • • • • • • //Dade 1 drawing n0. 1 • • • • • • • • :•• ;.Tl• u- v '� , . V • : ,�►' (, Z0�5 PrOduc� r W99-10 NQIE. • INTERPOLATION BETWEEN SIZES ALLOWED. ¶ACMES REFER TO SHEETS 4 THRU 6 FOR WINDOW USE LOWER APPUCABLE VALUES. sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and ttis AHJ may immediately revoke, modify, or suspend the use of such product or material wittin juriMrition. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cory Product Contr,p1 Section that this product or material fails to meet the requirements of the applicable builciing'Code. This product is approved as described herein, and has been designed to comply with ohs ylorida Building Code, including the High Velocity Hurricane Zone. ' • • • • ••• • • .. DESCRIPTION: Series "375" Aluminum Horizontal Rolling Window - L.M.I. • • • • • MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.govteconomy APPROVAL DOCUMENT: Drawing No. W09-13, titled "Series -375 Alum. :ELM. Rollmg.'Wttw. (L.M.I./S.M.I.)", sheets 1 through 6, 6.1, 7, 8, 8.1,9 and 10 through 16 of 16, dated j %2x/09, with rawision "F" dated 01/21/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. f„•tjvaiing the Miami -Dade County Product Control Revision stamp with the Notice of A'cpcptaIlnce 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. 15-0512.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMI OADE COUNTY APPROVED NOA No. 16-0125.07 Expiration Date: June 10, 2019 Approval Date: July 21, 2016 Page 1 • 000000 • • ...... CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0402.20) 2. Drawing No. W09-13, titled "Series -375 Alum. Horiz. Rolling Wdw. (L.M.I./S.M.I.)", sheets 1 through 6, 6.1, 7, 8, 8A,9 and 10 through 16 of 16, dated 02/27/09 with revision "F" dated 01/21/16, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 4) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 5) Water Resistance Test, per FBC, TAS 202-94 6) Small Missile Impact Test, per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 8) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • • • along with marked -up drawings and installation diagram of aluminum horizontal. sliding windows, prepared by Hurricane Test Laboratory, LLC, Test ReppjPNQ� HTL-0080-0907-08, dated 12/18/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 09-0402.20) E-1 •• Jorge M. Plasggfl ia, Pt E. Product Control Unit Superv}sor • NOA N8.R8-012.07 Expiration Date: June 10, 2019 Approval Date: July 21, 2016 ••• • • • • . • • • • •• • ••• • • • • 1• . • • !. • • • ;. . • • i. . •• 1 • • • • • • • ••• • • • • •• • ••• • •• • • • • • • •• • • • •. • • •• . • • • • • • • •1••• •• • • • •••I • • • • •i • •. • • . • • ••• • . • . • . • • • •• •• CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 05/27/14, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 14-0224.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for tkeir "SentryGlas® (Clear and White) Glass Interlayers" dated OdWI+i•S, expifing on 07/04/18. ...... • 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemitn4Lompany ( 1'A) for their "Saflex CP - Saflex and Saflex HP Composite Glass IuttNatyers with PET Core" dated 06/19/14, expiring on 12/11/18. • .• • •• ...... • •.. .. ... • • F. STATEMENTS . • • • • • 1. Statement letter of conformance, complying with FBC 5th Edition •(1014) and 2f no financial interest, dated 05/29/14, issued by Al-Farooq Corporatlon,.signned and sled by Javad Ahmad, P. E. (Submitted under previous NOA No. 14-0224.11) 2. 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. 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Report No. HTL-0080-0907-08, issued by Hurricane Test Laboratory, LLC, dated 12/18/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 09-0402.20) •. .• G. OTHERS 1. Notice of Acceptance No. 15-0512.03, issued to CGI Windows & Doors for their Series "375" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 06/10/19'. orge M. Plasencia, P. E. P oduct Control Unit Supervisor NOA No. 16-0125.07 Expiration Date: June 10, 2019 Approval Date: July 21, 2016 E-2 ..••.. • •..••. • • ••••.• • . • . ••..• •.•..• . • • ...••• •••••. • • GLASS TYPES .075' Interlayer — Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Interlayer — SentryGlas By 'Kuroray America. Inc.' 1/8' HEAT STREN'D CLASS .075' Interlayer Saflex CP With PET Core NTERLAYERS By Eastman Chemical Co.' 090' Interlayer SentryGlas By 'Kuroray America, Inc.' 1/8' ANN. GLASS rt/8' HEAT STREN'D GLASS 5/16" NOMINAL GLASS TYPE '1' 3/18' ANN. GLASS SILICENE GE -1200 DOW 995 DOW 899 NTERLAYEIS - .075' Interlayer Saflex CA With PET Core By 'Eastman Chemical Co.' .090' Interlayer — SentryGlas By 'Kuroray America, Inc.' 3/16' ANN. GLASS 7/16" NOMINAL GLASS TYPE '3' 3/16' ANN. CLASS 3/16' TEMP. GLASS AIR SPACE (SEE NOTE BELOW) 1/8' HEAT STREN'D GLASS .075' Interlayer If Saflex CP With PET Core 1INTERLAYERS-{By Eastman Chemical Co.' SILICONE GE -1200 DOW 995 DOW 899 090' Interlayer Kuroray SentryGlas By 'Kuraroy America, Inc.' i ' J�1��IlT IIgIj11 !ppryiryi!jj 1/8' HEAT STREN'D GLASS SILICONE GE -]200 __W 995 W 899 XL EDGE SPACER ST. STEEL BY 'CARDINAL' m OR DURASEAL BY 'QUANIX' OR 13/18' INSULATED SUPER SPACER BY 'DUANDL' GLASS TYPE '5' 5/16" NOMINAL GLASS TYPE '2' 3/18' ANN. GLASS 3/16' TEMP. GLASS AIR SPACE (SEE NOTE BELOW) 1/8' ANN. GLASS .075' Interlayer Safiex CP With PET Core INTERLAYERS By Eastman Chemical Co.' SILICONE GE -1200 DOW 995 DOW 899 .090' Interlayer SentryGlos By 'Kuroray America, Inc.' 1/8' ANN. GLASS 13/16" INSULATED GLASS TYPE '4' SILICONE GE -1200 DOW 995 DOV 899 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANIX' OR SUPER SPACER BY 'DUANE(' NOTE: TO QUALIFY FOR SMALL MISSILE IMPACT RATING THE EXTERIOR PANE FOR GLASS TYPES '4' AND '5' MUST BE TEMPERED CLASS. 111' 37 1/2' 33' D.LO. (GLS TYPES 1 & 2) WINDOW WIDTH 32 1/2' O.L.O. 32 1/2' D.L.O. LS TYPES 3, 4 & 5) (51.5 TYPES 3, 4 & 5) \r2i - F.- O hM oy O' 11 II.�7I I H © 11 II II __II _ _ II _ II n n ii ___M u0L-- II �� J1' -'.4A _µ___ 11 __�___ 11 II 11 I H ir=t I li II 11 II R-- t=_ 1 n I, II 3 �� II II n -- II H .=_,-,7/.== 11 0. -Al :; '��II ___li___ II R___ II II H II II II II I II n i 1 c 'z I I %�� 1: '/�1 ___LL___ i I II ' II 1 ISURFACE APPLIED ALUM REINF. PLSE MUNTINS SEE SHEETS 5 6 7 OPTIONAL FOR CAPACITY INSTRUCTIONS FOR USING CAPACITY CHARTS. STEP STEP 2 STEP 3 STFP STEP 5 TYPICAL. TEST ELEVATION DETERMINE THE REQUIRED DE9GN PRESSURES FOR A GIVEN WINDOW OPENING. DETERMINE THE CAPACITY OF THE WINDOW SIZE/CONFIGURATION/GLASS TYPE FROM CHARTS ON SHEETS 5 AND 7. FOR INSTALLATION ANCHOR TYPES SEE SHEETS 6 & B. IF ALUMINUM BUCKS ARE USED, VERIFY THE BUCK INSTALLATION CAPACITY FROM SHEETS 14 & 15. FOR UNCUPPED MULLED WIDOWS DETERMINE MULUON CAPACITY FOR 1X4 TUBE FROM CHARTS ON SHEET 12. FDR MUWON ANCHOR CAPACITY SEE CHART ON SHEET 13. THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN PRESSURES OBINNED FROM STEP 1. NOTES; THIS PRODUCT HAS BEEN DESICalp STED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 40TH ED�R�IG*A BUILDING 100` •• INCLUDING HIGH VELOCITY HU•RICANE ZO ("'�'ft • • • ' • • W000 BUCKS BY OTHERS. MUST jE AN!1 RER P•OPEittLY•TO TER• LOADS TO THE STRUCTURE. • • • • • • • •• • • • • • • ANCHORS SHALL BE AS LIS(EU, SPACED AS SHOWN ON ZETAILS, ARCHON EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL • • • A LOAD DURATION INCREASEOS 4D IN DEStN %P ANCHORS INTO W:0D413RLY. • MATERIALS INCLUDING NOT LIIR1TED Ti4 ST'll � SCREWS, THAN • • COME INTO CONTACT QTHER U19SIMILAR MATcRLOSS 5IALC M5F}THE • • REQUIREMENTS OF THE X FLORIDA BUILDW CODE. •• • e•• • g. 0. .1 6' MAX. TIP. HEAD/SILL CORNERS PRODUCT REVISED as complying with the Florida Building Cod NOA-No. 16-0125.07 Expiration Date 06/10/2019 By Miami ado Product Control THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ••• • • • • • ••• • • • •• • ••• • • • • • • • • • • ••• •• •0• • • • ••• •• • 000 • • En99 JAVAD *WAD CML 91A PE i 0592 CAN. 2 g 8 6 c S a Y 5 T drawing no. W09-13 sheet 1 of 1 B VENT WIDTH GENERAL WINDOW SECTIONS FLANGE FRAME Optional Aluminum Reinforcing See Sheets 5 & 7 For Capacity J Standard 12 PSF Sill Optional 18 PSF Waterbar •• ••• • • • VENT WIDTH GLAZING AT GLASS TYPES 4 & 5 Optional Aluminum Reinforcing See Sheets 5 & 7 For Capacity • • ••• ••• e • • • • ••$RODUCTREVISED as complying with the Florida Building Code NOa-NO. 16-0125.07 • GLASS• TYPES GLASS TYPES •1 •2 ••• ea., , St 5 • • • • • • • • • . •• . • • • .• . • • • ••• • •• • •.• Exiitiratios •ate 06/10/2019 �a. • • . d Product Control 616 COMP-PNL\W09-13001. J FAX. (305) 593-6592 707 S 55 5 E drawing no. W09-13 (sheet 2 of 16 ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • GENERAL WINDOW SECTIONS EQUAL LEG FRAME, Optional Aluminum Reinforcing See Sheets 5 & 7 For Capocity X12 Standard 12 PSF Sill J N Optionol 18 PSF Waterbar 11 •• ••• • • VENT VIDTH GLAZING AT GLASS TYPES 4 & 5 Optional Aluminum Reinforcing See Shoats 5 & 7 For Capacity VINDO VIDTH LJ • • • • • • •• ••• • • • • •• PRODUCT REVISED as complying with the Florida Building Code GLASS TYPES GLASS TYPES NOA-tlo. 16.0125.07 :1%1112 • • • 3� • & 5 : gxpjption D te06/10/2019 • • • i • • • • •••• •• • ••• • • • • • • • iliaggf-• • -- Product Control ••• • •• • ••• • • 2 1 206 I' U� t 4. i m 3 F V 2 3 2 2 8 FAX. (305) 593-6592 .o 0 S 8 8 drawing no. W09-13 sheet 3 of 16 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • C01 -650 FLANGE FRAME HEAD 6063-T6 CGI -656 EQUAL LEG FRAME HEAD 6063-T6 CGI -651 FLANGE FRAME SILL 6063-T6 CGI -657 EQUAL LEG FRAME SILL 6063-T6 ITEM PART F GUANTT7Y DESCRIPTION MATERIAL 14474F./22213814 REMARKS 1 C01 -614C 2 11E DOWN BLOCK ZINC CUSTOM CASTING '74eT �i i MIt 95 Inbr1m sd 2 COI -684 2 ROLLER TRACK INSERT PMC C01 EXTRUSION frame 8 Cantina= et e s 3 CGI -680 AS RECD. GLAD ROLLER NYLON CUSTOM CASTING _5 40x! f1i/6rx 1V2'(FH 8o"' d0P) w/ (1) 110 x 3/4' FH SMS 4 CGI -683 3 WATERBAR CLIP NYLON CUSTOM CASTING 5 C01 -612P 1/ INTRO( INTERLOCK SNUBBER PVC CGI EXTRUSION Contlnow of Interlock 6 COI -681p VENT END CUP NYLON CUSTOM CASTING Attached w/ vent assembly screws 7 CGI -685 2 OPERABLE VENT BOTTOM CUP NYLON CUSTOM CASTING Attached w/ vent assembly screws 6 CGI -382V AS READ. VINYL BULB PVC CGI EXTRUSION 9 4230140 A5 REGD. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCIiEGEL 10 1177114F 1 EGRESS LACK AND PULL ZINC CUSTOM CASTING w/ (2) /8 x 5/8' FH 5M5 11 CCI-582F6–� 1 SELF CLOSING LOCK ZINC CUSTOM CASTING w/ (2) f8 x 5/B' 74 SAM 12 rh'EPCR 3 OR 4 WEEP HOLE COVER NYLON PEP 13 – 3/ CORNER FRAME ASSEMBLY SCREWS 5/5 VARIES 110 x 1 1/4' PH SKS 14 – 2/ CORNER VENT ASSEMBLY SCREWS S/S VARIES 110 x 1 I/4' PH sus 15 GE -2000 AS 6200. LOW MODULUS SEALANT SILICONE GENERAL ELECTRIC AT FRAME JOINTS 18 C01-658 AS REDD. ACCESS HOLE COVER (w/DRAIN PROVISION) 1411.0N CUSTOM CASTING Minimum 1 of each 541 1n451. =my 17 – AS REOD. WATERBAR SCREWS AT 25' 0.C. MAX. S/S VARIES 16 X 1/4' PH 51A5 18 – 2/ LITE SE711NG BLOCK EPDM VARIES DUROMETER 8535 SHORE A I 3.716 CGI -652 FLANGE FRAME JAMB 6063-T6 j 3.716 CGI -658 EQUAL LEG FRAME JAMB 6063-T6 fL235- 1 1I I —l.0221 CGI -655 REINFORCEMENT 6063-T6 CGI -654 SCREEN ADAPTOR 6063-T5 .632—! CGI -625 SQUARE LOCK STILE 6063-76 5250 CGI -604 OGEE LOCK STILE 6063-T6 CGI -626 SQUARE FIXED INTERLOCK 6063-T6 CGI -605 OGEE FIXED INTERLOCK 6063-T6 1.632 CGI -627 SQUARE OPERABLE INTERLOCK 6063-T6 • CGI -606 OGEE OPERABLE INTERLOCI(1 • 5063-T6 CGI -628 SQUARE TOP/BOTTOM RAIL 6063-T6 u a• • • • • ••• • •1.186 • • • • • 41 • •I • ••F f•�� •••• • •• •• •• •• • • • • • • C�I-60� • • • OGWTOP/BQTTOM RTJ14 • 6063-T6 957-1 001-630 461 7/16' GLAZING BEAD L 6063-T6 .554 .07Y1– CGI-653 WATERBAR 6053-T5 41.41 • • • • • • a - CGI -629 IG GLAZING BEAD 6063-T6 �450r nm • CGI -609 -qr :5/15' GLAZING BEAD • •� L„1f • 6063-T5 • ii • ••• • Engr•.JAVAO AHA440 CML FIA PE IF 70592 CAN. 3338 206 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0125.07 Z g O 1. W 4; Moe S O d N N cgcl- Ot,T)p ORavir� � 2 0 O 1 C G 00 21 g90 m re n tLz;g V Jaws - SERIES-375 ALUM. HORIZ. ROLLING WOW. (LM.I./S.M.L FAX. (305) 593-6592 ggDPPI I A5 02 22 0 0 .0 2 8 3 S c 5 drawing no. W09-13 sheet 4 0716 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 04141 • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U, [ Lii COMP -ANL \W09-13CGI; INTERLOCKS WITHOUT REINFORCING INTERLOCKS 9178 9EI1'U'ORCING INTERLOCKS 7/780112 REINFORCING INTERLOCKS 111131 EEALPORC1N9ILL WINDOW DMS. CUSS TYPE GU55 TYPE GLASS TYPES GLASS TYPE CUSS TYPE CUSS TYPE NLNDOA DMS.1S GLASS TYPE CUSS TYPE GLASS TYPES GLASS TYPE GLASS TYPE GLASS TYPE 81011 40061 1 4 2, 3& 5 2 3 5 WIDTH REEK 4 2, 3& 5 2 3 5 2 PANEL 3 PANEL EM.(+) INF.(-) EXE.(+) IM.(-) EM.(+) INF.(-) EXT.(+) INT.(-) EM.(+) DVT.(-) MO-) INT.(-) 2 PANEL 3 PANEL EXT(+) IM.(-) EXT.(+) 612.(-) EXT.(+) NT.(-) 0(T.4+) 114T.(-) EXT.(+) IM.(-) EXT.(+) M.(-) AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA33173 TEL (306) 2648100 FAX. (306) 262-6978 54' 120.0 1500 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 26-1/2" 39-3/4" 120.0 150_0 120.0 150.0 120.0 150.0 125.0 150.0 120.0 150.0 120.0 150.0 36' 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 37" 55-1/2" 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 42" 48" 63' 72" 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 53-1/8" 79-11/16'-3�' 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.01 74" 111" 120.0 131.8 120.0 144.7 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 54" 60" 8Y 90' 36" 120.0 1500 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 79-1/2" 119-1/4' 120.3 120.2 120.0 134.1 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 66' 99' 120.0 150.0 120.0 150.0 1200 150.0 1205 150.0 120.0 150.0 120.0 150.0 108-1/4' 159-3/8" 60.7 80.7 85.0 850 100.0 100.0 120-0 120.0 120.0 120.0 120.0 120.0 108' 120.0 145.2 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 28-1/2" 39-3/4" 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 1205 150.0 72" 117' 120.0 130.6 120_0 145.7 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 37" 55-1/2' 120.0 139.0 120.0 139.0 120.0 150.0 125.0 150.0 120.0 150.0 120.0 1500 78' 84' 128" 1183 116.1 120.0 1319 120.0 150.0 1205 150.0 120.0 150.0 120.0 150.0 53-1/5' 79-11/18' 107.2 107.2 107.2 107.2 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120A 150.0 120.0 150.0 120.0 150.0 120.0 150.0 74" 111' 50-5/8' 66.0 85.0 650 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 54' 1200 135.1 120.0 135.1 120.0 150.0 1205 150.0 120.0 150.0 120.0 150.0 79-1/2' 119-1/4' 832 832 550 55.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 1200 42" 48' 63' 72" 120.0 123.1 120.0 123.1 120.0 150-0 120.0 150.0 120.0 150.0 120.0 150.0 106-1/4' 159-3/8' 66.0 68.0 73.0 73.5 100.0 100.0 120.0 120.0 107.6 107.6 120.0 120.0 61' 1142 114.2 114.2 114.2 120.0 1500 120.0 150.0 1200 150.0 120.0 150.0 26-1/2" 39-3/4" 120.0 142.4 120.0 142.4 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 54" 48" 157.4 107.4 107.4 157.4 120.0 150.0 120.0 _ 150.0 1205 150.0 120.0 150.0 ' 32" 55-1/2' 107.0 157.0 107.0 107.0 125.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 60" 66" 80' 99' 102.3 102.3 102.3 102.3 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 53-1/8" 79-11/16 805 80.5 80.5 80.5 120.0 120.8 120.0 150.0 120.0 150.0 120.0 150.0 965 985 965 98.5 120.0 147.7 1200 150.0 120.0 150.0 120.0 150.0 74" 111' 64.6 64.6 64.0 64.6 96.9 96.9 120.0 120.0 118.3 118.3 120.0 120.0 72' 106' 117" 85.0 85.0 85.0 860 100.0 100.0 120.0 120.0 1200 120.0 120.0 120.0 79-1/2" 119-1/4' 62.1 821 62.1 62.1 93.1 93.1 120.5 120.0 110.4 110.4 120.0 120.0 78" 126' 63.9 83.9 85.0 65.0 1005 100.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 39-3/4' 120.0 122.8 120.0 122.8 120.0 150.0 120.0 150.0 1200 150.0 1200 150.0 p 5 b CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 64' 120.0 131.3 120.0 1313 1205 150.0 120.0 150.0 120.0 150.0 120.0 1500 37' 55-1/2" 91.6 91.6 91.6 91.6 120.0 137.5 1200 150.0 120.0 150.0 1205 150.0 38' 54' 116.4 116.4 116.4 118.4 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 53-1/8' 79-11/16' 72" 662 88.2 662 68.2 100.0 100.0 120-0 120.0 120.0 120.0 120.0 120.0 42' 46" 63" 72' 1055 1555 105.5 105.5 120.0 150.0 120.0 150.0 120.0 150.D 120.0 150.0 74" 111' 53.7 53.7 53.7 53.7 80.6 80.6 107.5 107.5 103.9 103.9 107.5 107.5 54" 81' 973 97.3 973 97.3 120.0 145.5 120.0 150.0 120.0 150.0 120.0 150.0 26-1/2" 39-3/4" 115.7 115.7 115.7 115.7 120.0 150.0 120.0 1505 120.0 150.0 120.0 150.0 60" 90" 54' 90.9 90.9 90.9 909 120.0 136.4 120.0 150.0 120.0 150.0 120.0 150.0 37 55-1/2" 861 86.1 86.1 86.1 120.0 1292 120.0 150.0 120.0 150.0 120.0 150.0 66' 99' 660 86.0 86.0 86.0 120.0 128.9 12.0.0 150.0 120.0 150.0 120.0 150.0 53-1/8" 79-11/16' 76' 63.9 63.9 83.9 63.9 95.8 95.8 120.0 120.0 1250 120.0 120.0 120.0 72" 108' 82.1 82.1 B2.1 82.1 100.0 100.0 120.0 120.0 120.0 120.0 120.0 I 1204 74' 111' 50.0 50.0 50.5 50.0 75.0 75.0 100.0 100.0 98.5 98.8 100.0 100.0 78' 117' 766 78.6 79.1 79.1 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 84" 126" 74.8 74.6 76.7 76.7 100.0 1000 120.0 120.0 120.0 120.0 120.0 120.0 36' 54" 115.9 115.9 115.9 115.9 120.0 150.0 1205 150.0 120.0 150.0 120.0 150.0 PERFORMANCE VALUES 42" 63' 102.3 102.3 1023 1023 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 ... EQUAL PANELS 48' 72" 92.3 92.3 92.3 92.3 120.0 1385 120.0 150.0 120.0 150.0 120.0 150.0 54" 81" 64.7 84.7 84.7 84.7 120.0 127.1 120.0 150.0 120.0 150.0 120.0 150.0 L•. 50' 90" 60" 78.9 78.6 761.8 78.8 1182 1182 120.0 150.0 120.0 150.0 120.0 150.0 918008051 WINDOW WROTH 66' 99" 74.1 74.1 74.1 74.1 100.0 100.0 120.0 120.0 1200 120.0 120.0 120.0 70.4 70.4 70.4 70.4 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 72' 78' 108' 117" 673 67.3 67.3 673 100.0 100.0 120.0 120.0 117.7 117.7 120.0 120.0 NO CHANGE THIS SHEET REV. PER RER CONVENTS NO CHANCE THIS SHEET NO CHANGE THIS SHEET l SNI NOTE ADDED _ . 84' 126' 64.9 64.9 64.9 64.9 97.4 97.4 120.0 120.0 110.8 110.6 120.0 120.8 36" 54' 103.7 103.7 103.7 103.7 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 Al rales sho rn are Design PSF (Pounds per SquOre Foot) 42" 63" 91.3 91.3 91.3 91.3 120.0 136.9 120.0 150.0 120.0 150.0 120.0 150.0 O i� _ \\ 48' 72' 821 82.1 62.1 82.1 120.0 123.1 120.0 150.0 120.0 150.9 120.0 150.0 i/ : VALUES FOR EXTERIOR LOADS(4) SHOWN ARE FOR SILL WITH 841000AR ADAPTER 54' 61" 75.0 75.0 75.0 75.0 112.6 112.6 120.0 150.0 120.0 150.0 120.0 150.0 In 0 © FOR WINDOWS 6916000 WATER BAR ADAPTER 60" 90' 66" 69.5 69.5 69.6 69.5 100.0 100.0 120.0 120.0 120.0 120-0 120.0 120.0 L1MR EXTERIOR( -4) LOADS TO 80.0 PSF 66" 99" 65.1 65.1 65.1 65.1 97.7 97.7 120.0 120.0 1250 120.0 120.0 120.0 1/2 1/2 1/2 1/25' 81.6 61.8 61.6 61.8 92.3 92.3 1200 120.0 116.7 116.7 120.0 120.0 72" 78" 108' 117' 58.7 68.7 68.7 58.7 80.0 88.0 117.3 1173 107.3 107.3 117.3 117.3 0 0 X 84" 126' 56.3 563 56} 56.3 84.4 84.4 112.6 112.6 100.9 100.9 112.6 112.6 X NOTE > P 36' 54" 93.8 93.8 53.5 93.8 120.0 140.7 120.0 150.0 120.0 150.0 120.0 150.0GLASS CAPACII IOS ON THIS SHEET ARE 2.,..;,i5" °'5 'T+ v e 2 ry 0 N q 8 i 8 42" 63" 02.4 62.4 52.4 62.4 120.0 123.5 120.0 150.0 120.0 150.0 120.0 150.0 EASED ON ASTM E1300--09 (3 SEC. GUSTS) 48' 72" 73.9 73.9 73.9 73.9 110.8 110.8 120.0 147.7 120.0 147.7 120.0 147.7 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT bCA05-DEC-219 54" 61' 67.3 67.3 67.3 67.3 105.0 100.0 120.0 120.0 920.0 120.0 120.0 120.0 • • • • • • • • 1JINDbW WIDR1• ` c m y 60' 90" 72" 62.2 62.2 62.2 62.2 93.3 93,3 120.0 120.0 120.0 120.0 120.0 120.0 i. • • • • • • • • I MAXIMUM• 5 VENT SITE 16.7 50. F7. , u n I o _ 1 1 e 8 " ^ 1 1, `, �.? }' 4 1 66" 99' 58.1 58.1 58.1 58.1 87.1 87.1 1162 1162 1162 1162 116.2 116.2 • • • AND MAXIMUM VENT HEIGHT 5 71 11/16' 72" 108' 54.7 54.7 54.7 54.7 82.1 62.1 109.4 109.4 107.5 1075 109.4 109.4 ' • • • • • 1 • 78' 117" 52.0 52.0 52.0 52.0 77.9 77.9 103.9 1039 98.2 98.2 103.9 103.9 • • • • • •r•'\ • • • En pr: JAVAD AAD DIWL PRODUCT REVISED 36" 64' 862 882 88.2 882 120.0 132.3l' 1205 130.0 120.0 150.0 120.0 150.0 FU. PE 70582'A' as complying with the Florida 42" 6s' 77.3 77.3 77} 77.3 116.0 118.0 120.0 150.0 120.0 150.0 1205 150.0 /„..&;"%, % ' CAN. 638 Building Gods 48" 72" 66.3 695 69.3 69J 100.0 100.0 120.0 120.0 120.0 120.0 1205 120.0 i/ i/ NOA-No. 16-0125.07 54' 61" 76" 63.0 630 63.0 63.0 94.6 94.6 120.0 120.0 120.0 120.0 120.0 120.0 � • : • ••, • • • Expiration Date 06/10/2019 drawinge n0. Wog- 1 3 60' 90' 58.1 561 561 58.1 872 87.2 11135 116.3 118.3 116.3 1163 1183 9 • • • • t • 'REVERSED 86' 99' 54.2 54.2 54.2 54.2 61.3 81.3 106.4 105.4 108.4 108.4 108.4 1084 • • • •1/3 1{3 4/3 1 ^ 1 2.f.(E. L M Control 72" 108" 50.8 50.8 50.9 509 76.4 76.4 101.7 901.7 1019 101.9 101.9 1II1i • IBX Miami roduCt • • X 4 X sheet 5 of 16 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• u\ g o WINDOW DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'H' ANCHORS TYPE 'C' WINDOW DIMS ANCHORS TYPE 'A' ANCHORS TYPE 'H' ANCHORS TYPE 'C' WINDOW WIDI WINS WIDTH WIDTH HOW, Exc. (+) EXr. (+) EXT. (+) V60114HECHT D0. (4) IXC (+) DR. (+) 7 1 1 ' ' ' ' ' 1 8 ` AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9300 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 331.73 LTEL. (30S) 2048100 FAX (305) 282-0978 a. U 2 PANEL 3 PANEL INT. (_) INT. (-) NT. (-) 2 PANEL 3 PANEL Mr. (-) NT. (-) INT. (-) - 35' 54' 1500 150.0 150.0 26-1/2' 39-3/4• 150.0 1500 150.0 rJ\ 42' 63' 150.0 150.0 1500 37' 55-I/2' 150.0 150.0 150.0 - �// 48" 72' 150.0 750-0 150.0 57-1/8" 79-11/td 150.0 150.0 1 �i 54• 91' 1K8 160.0 150.0 74" 111' 313-3/8'137.9 99.0 150.0 150.0 � Vii/ O / / 50'00' 36' 130.1 150.0 150.0 79-1/Y 119-1/4' 92.1 150.0 750.0 6G' 89' 118.3 150.0 150.0 106-1/4? 159-3/8' 65.9 120.0 120.0 ?: a 72' 'ma'108.4 150.0 150.0 26-1/Y 39-3/4• 150.0 150.0 1500 1/2 1/2 1/3 1/3 1/3 100.1 150.0 150.0 37• 55-1/2' 150.0 150.0 150.0 _ _ 78' 84" 117' 128' 93.0 150.0 150.0 53-1/8" 79-11/16" 104.5 150.0 150.0 . 1. 1 1 Ig I 6' HAX, 36' se 150.0 150.0 150.0 74' 111" 50-5/8, 750 120.0 120.0 -tel j���D 42• 63' 139.4 150.0 150.0 79-1/2" 119-1/4' 69.8 120.0 120,0 TYPE 'A' I--' MAX 48" 72" 122.0 150.0 160.0 106-1/4' 159-3/8" 52.3 1045 120.0 ANCHORS AT MTG. S71.E EN 54" 81' 105.4 1500 150.0 26-1/2" 39-3/4" 150.0 150.0 150.0 2 ANCHORS 20' MAX SPACING BETWEEN ANCHORS 80' 90• 48' 97.8 150.0 150.0 37' 55-1/2" 120.6 150.0 150.0 LSAT MAX. DESIGN WADS TO 55 PSF 68' 99' 887 150.0 150.0 53-1/8' 79-11/16" 84.0 150.0 150.0 72" 108' 81.3 150.0 150.0 74" 181" 53 603 120.0 120.0 WINDOW WIDTH WINDOW WIDTH 78' 117' 75.1 120.0 120.0 79-1/2" 119-1/4" 56.1 112.2 120.0 (SERIFS -373 ALUM. H002. ROLLING MOW. (LM.I./S.M.I.)J CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593-6590 FAX. (305) 593-6592 84" 126' 69.7 120.0 120.0 26-1/2" 39-3/4' 147.3 150.0 150.5 8 " N ' ' " " I' " 1 36' 54' 144.6 150.0 150.0 37' 55-1/2' 105.5 150.0 150.0 42. 63• 123.9 150.0 150.0 53-1/8" 79-11/18' 72" 735 120.0 120.0 48' 72' 106.4 150.0 150.0 74' 111' 52.8 1055 120.0 :0 i 54' 81' 96.4 150.0 150.0 25-1/2' 39-3/4' 139.6 150.0 150.0 5;,..,- /%�/ j> 80' 90• 54' 589 150.0 150.0 37" 55-1/2" 100.5 150.0 150.0 ii i% I i% 68• 99' 78.9 150.0 1500 53-1/5' 70-11/10" 76' 69.6 120.0 120.0 _ - 72" 106• 72.3 120.0 120.0 74' 111' 50.0 100.0 120.0 N G 78' 117' 66.7 120.0 120.0 1/2 1/2 1/3 1/3 1/3 84" 126' 62.0 120.0 120.0 ALL VALUES SHOWN ARE DESIGN PSF 36' 54' 130.1 150.0 150.0 VALUES FOR EXT.(+) LOADS SHOWN ARE FOR ' ' 1 11 I I t t 1 �la•11 6' MAX. 42" 63" 118.5 150.0 150.0 SILL WITH WATERBAR ADAPTER. 48' 7Y 97.6 150.0 150.0 FOR WINDOWS WITHOUT WATERBAR ADAPTER LOADS TO 80.0 PSF 'B' 24' HAX. 54' et' 88.8 750.0 150.0 LIMB EXT.(+) ANCHORS TYPE 60' 90' r' 78.1 150.0 150.0 4 ANCHORS 24" 144X. AT MIG. STILE SPACING BETWEEN ANCHORS ENOS 68' 59' 71.0 120.0 120.0 UNIT MAX. 005106 LOADS TO 100 PSF 72" 108' 65.1 120.0 120.0 78" 117' 60.1 120.0 120.0 ..-. 0 ,c' , v209 D W XIXX i 8 q i w BAA8ag G G b b I.g d a z i 2 a e4" 128' 55.8 111.5 120.0 WINDOW WIOTH WINDOW MOTH 36' 54" 118.3 150.0 150.0 'I '1 1 Iyy 42' 53" 101.4 150.0 150.0 _ 48' 72' 68.7 150.0 150.0 54' Bt' 78.9 150.0 150.0 * * , = 60" 90' 66' 71.0 120.0 120.0 /' cf "' /j // /� 68';:,../.4 99' 64.5 120.0 120.0 i% �i Vii' 72' 108' 59.2 118.3 120.0 r / 76' 117' 54.6 109.2 120.0 - 1X 84' 126' 50.7 101.4 120.0 1/2 1/2 1/3 1/3 1/3 a is• 54• 10e.4 150.0 150.0 - 0, 20 8- a 0 8 3 42' 63" 93.0 150.0 150.0 , , „ 11 1 1 wommimmwmwm9mmorNmmmmmommmIa 72' 81.3 150.0 150.5 6' MAX. 48' 54' 81' 72.3 120.0 120.0 •• ••• • • • • • •• • 12' MAX. ?'g. m o o m ,_ 60' 90• 72' 65.1 120.0 120.0 • • • ANCHORS TYPE 'C' c e .. �_ 9 g i- 1 14 b - 1 k +�i `--' 56' 99' 59.2 118.3 120.0 • • • • 4 ANCHORS AT WM SHE ENDS 72' 108' 54.2 108.4 120.0 • 1•' MAX. 5PA01540 BEIW@I ANCHORS 78' 117' 50.1 100.1 120.0 • • • • • • • • • • • •LNR VAX. 00535 LOADS 70 150 PSF Env: JANAD MAYO CML 36' 54' 102.7 150.0 150.0 ssz az 63 e5.1 150.0 150.0 PRODUCT REVISED as ng with the Florida 48' 72' 77.1 820.0 120.0 Building • • • • • • • • • Bu' ding CCoodds qr [ 54' 81' 78' 69.5 120.0 120.0 • • • • • • '0' 16-0125.07 N 2 1 LF1i6 r 1 rdrowing no. W09-13 60• 90' 61.6 120.0 120.0 NOTE: • • • • •• • �cpil�tbno 06H0/2019 se' 99• 55.0 112.1ei' 120.0 • • q LIgTED•410tE ANCHOR SPACING 0 BE } n' loa' 51.4 102.7 12.0.0 • • • %a ._--�'� 1/2" MAX. SHIM StaiCg EQUAttEG FRS ON1!Y• gm- E Frim a Control e Product AMEmi sheet 6 of 16 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • \ T / "� WINDOW DIMS ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WINDOW DMS ANCHORS TYPE 'A' ANCHORS TYPE '9' ANCHORS TYPE 'C' WINDOW WIDTH IND WOW WROTH NEM WONT ocr (+) ocr. (+) IXT. (+) WIDTH HEIGHT EST. (4) EM. (4) Ea. (+) 1 1 ' 1 , , . , ,--T AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 7E1. (305) 254-8100 FAX. (305) 282-0978 O OV 2 PANEL 3 PANEL INT. (-) INT. (-) INT. (-) 2 PANEL 3 PANEL INT. (-) INT. (-) INT. (-); 1 - 38' 54' 150.0 150.0 150.0 26-1/2" 39-3/4" 150.0 150.0 150.0 r� �--�/ (T x� 42' 63' 150.0 150.0 150.0 37' 55-1/2' 150.0 150.0 150.0 - - Y- S 48' 72' 150.0 150.0 150.0 53-1/8" 79-11/16' 136.7 150.0 150.0 �. «2 % i -, �/ /y 54' 61' 143.4 1500 150.0 74' 111' 38-3/0' 962 150.0 160.0 • % z• '/ / / 60' 95' 35" 129.1 150.0 150.0 79-1/2' 119-1/4' 91.2 150.0 150. - - 56' 99' 117.3 150.0 150.0 108-1/4" 159-3/8' 68.4 120.0 120.0 Ns 1 72' 108' 107.8 150.0 150.0 26-1/2" 39-3/4' 150.0 150.0 150.0 1/2 1/2 1/3 1/3 1/3 99.3 150.0 150.0 37' 55-1/2' 148.6 150.0 150.0 r 78' 64' 117' 129" 92.2 050.0 180.0 53-1/8' 79-11/16' 103.7 150.0 150.0 t 1 , , , ig 6' MAX. 36' 54' 150.0 150.0 150.0 74" 111' 0-5/9' 74.4 1200 128.0 -.1gI 42' 63' 138.3 150.0 150.0 79-1/2" 119-1/4' 59.1 120.0 120.0 TYPE 'A' 213' MAX 4a' 72' 121.0 150.0 150.0 106-1/4' 159-3/8' 51.5 103.7 120.0 ANCHORS ENDS 54' 81' 107.8 150.0 150.0 21-1/2" 39-3/4' 150.0 150.0 150.0 ANCHORS 78'' VAX. AT MTBETWEENSNG. SPACING BETWEEN N ANCHORS 50' 90• 48' 98.8 150.0 150.0 37' 55-1/2' 119.6 150.0 150.0 LIMIT MAX. DESIGN LDADS TO 55 PSF 86' 99' 68.0 150.0 150.0 53-1/8' 79-11/15' 83.3 150.0 1500 72' 108' 80.7 150.0 150.0 74" 111' 62" 59.8 119.6 120.0 WINDOW WIDTH WINDOW 860114 78" 117' 74'3 120.0 120.0 79-1/2' 119-1/4' 55.5 111.1 120,0 1I SERIES -375 ALUM. HORIZ. ROLUNG WOW. (L.M.I./9.M.L)l CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593-6590 FAX. (305) 593-6592 54' 128' 69.1 120.0 1200 28-1/2" 59-3/4' 148.1 150.0 150.0 1 I' " 1 1 11 1' 11 I1 1 36' 54' 143.4 150.0 150.0 37' 55-1/2' 104.6 150.0 150.0 - L 42" 83' 12x.9 150.0 150.0 53-1/6' 79-11/18' 72" 72.9 120.0 120.0 K 48' 72' 107.6 150.0 150.0 74' 111' 52.3 104.6 120.0 V _ S 54" et' 95.6 150.0 150.0 26-1/2' 39-3/4' 138.4 150.0 750.0 �/ A%% it 60' 90' SSI' 88.0 150.0 160.0 j 37' 55-1/2' 99.1 150.0 180.0 i% i% �% 66' 99' 78.2 150.0 150.0 53-1/8' 79-11/15 76' 69.0 120.0 120.0 - 72' 108' 71.7 120.0 120.0 74' 111' 49.6 99.1 120.0 h' 7E' 112 sat 120.0 120.0 1/2 1/2 1/3 1/3 1/3 hl s at' 126' 61.5 120.0 120.0 ALL VALUES SHOWN ARE DESIGN PSF 35' 54" 129.1 150.0 150.0 VALUES FOR EXT.(+) LOADS SHOWN ARE FOR �' '0 ' 1 1.FOR 6' MAX. 42' 63' 110.8 150.0 150.0 SILL WITH WATERBAR ADAPTER. 48" 72' 98.8 150.0 150.0 FOR WINDOWS WITHOUT WATERBAR ADAPTER DCT.(+ LOADS TO 80.0 PSF 'B ' 24' MAX. SC 81' 960 150.0 150.0 LIMIT ) ANCHORS TYPE 60' eo' 60" 77.4 150.0 150.0 4 ANCHORS 24' MAX. AT 1R0. STILE SPACING BE1WED4 ANCHORS ENDS 66' 69' 70.4 120.0 120.0 UMW MAX DESIGN LOADS TD 100 P5F 72" 108' 64.5 120.0 120.0 78' 117' 59.6 119.1 120.0 84' 126" 55.3 110.6 120.0 WIDOW WIDTH WINDOW WDM O 6 h -0 HG CHANGE THIS SHEET REV. PER RER COMMENTS '`y R u '� $ $ N 35' 54' 117.3 150.0 150.0 , �� ' 7-4 42' 63' 100.6 150.0 150.0 I 1 - 48' 72' 88.0 150.0 150.0��++�� _ 54' 61' 70.2 150.0 150.0 * �/ • 60' 90' 66' 70.4 120.0 120.0 - / �/ �• , /, 60' 99' 64.0 120.0 120.0 /� / 5 i 0 / :'..2.' 72 108' 507 117.3 120.0 % /� / I _6 79" 117' 54.2 1003 120.0 Z - z X 54' 126' 50.3 100.6 120.0 1/2 1/2 1/3 1/3 1/3 `� a 36' 54' 1076 150.0 150.0 - dI. o a < g' F , S$gRo '5 '8n , g 42" 63" 92.2 150.0 150.0 r� �1 1 i 48' 72' B0.7 150.0 150.0 14• I 6' MAX. 54' 61' 71.7 120.5 120.0 •• ••• • • • • • •• F 12' MAX, o c m u o u 60' 90' 72 64.5 120.0 120.0 • ANCHORS TYPE 'C' dote: 02-27-09 I (beaks: — dr. by: — ohk by. 66' 99' 58.7 117.3 120.0 • • • • ANCHORS AT MTG. 57115 ENDS • 72' 108' 53.8 107.0 120.0 • • 12" MAX SPACING BETWEEN ANCHORS 78' 117' 49.6 993 120.0 • t1MIT MAY DESIGN LOADS TO 150 PSF • • • • • • • • • • • •as Envr. ,AVAD AHUAD ~ PRODUCT REVISED complying with th• Florida 36' 54" 1010 150.0 150.0 FLA ' .{ 70592 Building Code 42' 63' 87.3 150.0 150.0 CA' 3538 NIDA -No. 16-0125.07 48' 72' 76.4 120.0 120.0 NOTE: L Expiration at 06/10/2019 54' at' 70' 67.9 120.0 120.0 ANCHOR SPACING TO BH tlli LISTEIL ABOy$ • • • 7 drawing n0. W09-13 61.1 120.0 120.0 3/8' MAX. SHIM SPACE AOR FLANGE•AND RIVAL LEC•FIj91MT►S By 6/ 60' 66" 90' 99' 55.6 111.2 1x00 1/4' MAX. SHIM SlACE MR IliSTA�lITISNS INFO METAL9ST�UCTURES rif * `�9I �")� Miami- de ro uCi ontro 72' 0013' 50.9 101.9 120.0 • • • . • • • • •• sheet 6.1 Of 16 • • • • • • • • ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • WINDOW DIMS. INTBW,CR9 WITHOUT REINFORCING INTERLOCKS 8128 REINFORCING GLASS TYPE GLASS TYPE GLASS TYPES 2, 3 8 5 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 2 VIM NECK4 2 PANEL 3 PANEL EXT.(+) 911'.(-) EXT.(+) IAT.(-) EXr.(+) arr.(-) EX1.(4) INT.(-) EXT.(+) 147.(-) E%7.(+) 84r.(-) 36' 42' 48' 54' 80' 66' 72' 76' 84' 98' 158' 48' 56' 64' 72' 60' 68" 96' 104' 112" 128' 144' 36' 120 3 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 170.0 120.0 150.0 120.0 150.0 120.0 130.0 120.0 150.0 120.0 150.0 120.0 1500 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.5 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 130.0 120.0 150.0 120.0 135.3 120.D 1600 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 118.4 118.4 120.0 132.0 120.0 150.0 1200 150.0 1200 150.0 120.0 150.0 104.5 104.6 116.6 116.6 120.0 150.0 120.0 150.0 1200 150.0 120.0 150.0 85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 720.0 83.8 83.8 65.0 65.0 1000 100.0 120.0 1200 120.0 120.D 120.0 120.0 719 71.9 802 80.2 100.0 100.5 121.0 120.0 120.0 120.0 120.0 120.0 613 61.5 66.6 68.5 100.0 100.0 120.0 1200 120.5 120.0 120.0 120.0 36' 42' 48' 54' 60' 66' 72' 76' 84' 45' 56' 64' 72' 60" es' 98' 104' 112' 48' 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 1500 120.0 150.0 120.0 130.6 1200 139.4 120.6 150.0 120.0 1500 1209 150.0 1200 150.0 118.1 116.1 120.0 127.9 120.0 150.0 120.0 150.0 120.0 150.D 720.0 150.0 105.6 105.6 117.7 117.7 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 85.0 85.0 85.0 550 100.0 100.0 120.0 120.0 1200 120.0 120.0 120.0 83.9 83.9 85.0 135.0 1009 100.0 120.0 120.0 120.0 120.0 120.0 120.0 77.6 77.6 85.0 65.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 72.4 72.4 80.6 80.8 100.0 100.0 120.0 120.0 118.4 118.4 120.0 120.0 87.5 67.5 75.3 75.3 150.0 100.0 120.0 120.0 110.4 710.4 120.0 120.0 36' 42' 48' 54' 80' 66' 72' 76' 48" 56' 84' 72'S4, 00" 66' 98' 104' 97.9 120.0 134.3 120.0 134.3 120.0 150.0 120.0 150.0 120.0 1509 120.0 150.0 1113 111.5 119.7 119.7 1200 1509 120.0 150.0 120_0 1509 120.0 150.0 97.5 873 108.7 108.7 120.0 150.0 1209 150.0 120.0 150.0 120.0 150.0 85.0 65.0 85.0 85.0 100.0 100.0 1209 120.0 120.0 120.0 120.0 120.0 60.1 80.1 85.0 I 65.0 1009 1000 120.0 120.0 120.0 120.0 120.0 120.0 74.7 74.7 83.3 63.3 150.0 100_0 120.0 120.0 1200 120.0 120.0 120.0 70.0 70.0 781 78.1 100.0 100.0 120.0 120.0 114.5 114.5 120.0 120.0 65.8 65.6 73.2 73.2 100.0 100.0 120.0 120.0 107.9 107.9 1200 120.0 36' 42' 48' 54' 60' 66' 48" 56' 54' 72" e0' 85' 60 118.2 110.2 115.2 118.2 120.0 150.0 120.0 1509 120.0 150.5 120.0 150.0 98.7 98.7 104.8 104.8 1209 1500 120.0 150.0 120.0 150.5 120.0 150.0 84.0 84.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 769 78.9 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 70.5 70.5 76.8 78.6 1000 100.0 120.0 120.0 120.0 120.0 120.0 120.0 66.4 66.4 74.1 74.1 1009 1000 120.2 120.0 110.6 110.8 120.0 120.0 36' 42' 48' 54' 60' 48' 56' 64' 72' BO" 66' 1053 105.5 1053 1055 120.0 150.0 120.0 150.0 120.0 1500 120.0 150.0 65.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 1200 1200 77.5 77.5 842 64.2 100.0 1000 120.0 120.0 120.0 120.0 120.0 120.0 68.3 68.3 762 782 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 62.3 62.3 69.5 69.5 100.0 100.0 120.0 120.0 110.2 110.2 120.0 120.0 36' 42' 48' 54' 48' 55'72. 64' 72' 953 95.3 95.3 95.3 120.0 1430 120.0 150.0 120.0 150.0 120.0 150.0 80.1 80.1 840120.0 64.0 100.0 100.0 120.0 120.0 120.0 125.0 120.0 69.4 69.4 75.8 75.8 1000 100.0 120.0 120.0 120.0 120.0 120.0 120.0 60.8 60.8 678 67.8 1000 100.0 120.0 120.0 116.7 1187 120.0 120.0 30' 42' 48' 54' 48' 56'76, 64' 72' 85.0 550 85.0 85.0 1080 100.0 120.0 120.0 120.0 120.0 120.0 120.0 78.7 78.7 787 76.7 100.0 1000 120.0 120.0 120.0 120.5 120.0 120.0 65.0 65.0 70.7 70.7 150.0 100.0 1200 120.0 120.0 120.0 120.0 120.0 56.6 66.5 63.1 63.1 96.9 96.9 113.1 113.1 1120 112.0 120.0 120.0 WINDOW DIMS INTERLOCKS WITHOUT REINFORCING INTERLOCKS WITH REINFORCING GLASS TYPE GLASS TYPE GLASS TYPES 2, 3 8 5 GLASS TYPE 'L GLASS TYPE 3 GLASS TYPE 5 WIDTH '603414 2 PANEL 3 PANEL EX7.(+) arr.(-) EXr.(+) M1.)-) 637.(8) INL)-) DCT.(+) KIL(-) Da.(+) INr.(-) EXT.(+) 94T.(-) 26-1/2' 37' 53-1/8' 74' 79-1/2' 106-1/4' 35-5/16' 49-5/16' 71'38-3/9'1200 99' 108' 142' 120.0 150.0 1200 150.0 120.0 150.0 120_0 150.0 120.0 150.0 120.0 750.0 120.0 150.0 1200 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 1472 120.0 150.0 120.0 150.0 120.0 1509 120.0 1500 120.0 150.0 85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 84.6 84.6 85.0 85.0 1009 100.0 120.0 1200 120.0 120.0 120.0 120.0 56.8 58.8 65.5 653 700.0 100.0 117.5 1175 111.0 111.0 120.0 120.0 26-1/2' 37' 53-1/8' 74' 79-1/2' 35-5/18' 48-5/16' 71'50-5/8, 99' 106' 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 142.5 120.0 142.5 120.0 150.0 120.0 1500 120.0 150.0 120.0 150.0 68.8 98.8 110.2 110.2 120.0 150.0 120.0 150.0 120.0 150.0 1200 150.0 72.0 72.0 80.3 60.3 100.0 100.0 120.0 120.0 119.0 119.0 1200 120.0 68.2 68.2 76.1 76.1 100.0 100.0 120.0 1209 111.7 111.7 120.0 120.0 28-1/2' 37' 53-1/8' 35-5/15" 49-5/15' 71' 63' 120.0 1443 120.5 144.3 120.0 150.0 120.0 150.0 120.0 160.0 120.0 160.0 109.1 109.1 109.1 109.1 120.0 150.0 120.D 150.0 120.0 150.0 120.0 150.0 73.4 73.4 81.9 81.9 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37' 53-1/5' 35-5/16' 49-5/16' 71' 72' 120.0 124.2 120.0 124.2 120.0 150.0 1200 150.0 120.0 150.0 120.0 150.0 93.2 93.2 932 93.2 120.0 139.7 120.0 150.0 120.0 150.5 120.0 750.0 61.6 61.8 68.7 68.7 100.0 100.0 120.0 120.0 119.4 119.4 120.0 120.0 28-1/2' 37' 53-1/8' 35-5/16' 49-5/16' 71" 76' 117.0 117.0 117.0 117.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 850 85.0 85.0 55.0 100.0 100.0 120_0 120.0 120.0 120.0 120.0 120.0 57.4 57.4 64.0 64.0 97.9 97.9 114.7 114.7 114.7 114.7 120.0 1209 WINDOW 1NDTH •• ••• • • •••WWD N1 • _•• • • • • •• • •• •• • ••• • • • • • • • •• ••• • 0 X •CL.4• _ VA UNEQiJAL PANELS A11 values 95079 are Design P51 (Pounds per 5900 re Foot) VALUES FOR EXTERIOR LOADS(+) SHOWN ARE FCR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTEROR(+) LOADS TO 80.0 PSF NOTE: GLASS CAPACITES ON THIS SHEET ARE EASED ON AS716 E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 MAXIMUM VENT SIZE IS 18.7 50. FT. AND MAXIMUMVENT 14EI1147 IS 71 11/18' PRODUCT REVISED 85 compyIn wi6h the Florida Bolding toe NOA-No. 16-0125.07 Expiration Ds 06/10/2019 B y MI m de Product Control 4. U 0 tl b 65 K4- 0(7 C O N 0 N U m 30 NM Z� h 3 n rDzsgA U � f FAX. (305) 593-6592 O 0 U 16 2 9 5 a 0 s 8 8 0 $ i drawing no. W09-13 sheet 7 of 16 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• T �s' 2/3 1/3 •• ••• • • •••WWD N1 • _•• • • • • •• • •• •• • ••• • • • • • • • •• ••• • 0 X •CL.4• _ VA UNEQiJAL PANELS A11 values 95079 are Design P51 (Pounds per 5900 re Foot) VALUES FOR EXTERIOR LOADS(+) SHOWN ARE FCR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTEROR(+) LOADS TO 80.0 PSF NOTE: GLASS CAPACITES ON THIS SHEET ARE EASED ON AS716 E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 MAXIMUM VENT SIZE IS 18.7 50. FT. AND MAXIMUMVENT 14EI1147 IS 71 11/18' PRODUCT REVISED 85 compyIn wi6h the Florida Bolding toe NOA-No. 16-0125.07 Expiration Ds 06/10/2019 B y MI m de Product Control 4. U 0 tl b 65 K4- 0(7 C O N 0 N U m 30 NM Z� h 3 n rDzsgA U � f FAX. (305) 593-6592 O 0 U 16 2 9 5 a 0 s 8 8 0 $ i drawing no. W09-13 sheet 7 of 16 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• NINDOII DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' W10711 NEGHT TXT. (+) INT. (-) 1x1. (+) MT. (-) 2 PANE. 3 PANE. 36' 48' IM. (-) 150.0 150.0 42' 58' 150.0 150.0 150.0 48' 64' 130.0 150.0 150.0 54' 72' 150.0 144.5 150.0 80' 80' 36' 130.1 150.0 66' 88' 120.0 118.3 150.0 72' 96' 120.0 106.4 150.0 75' 104' 150.0 100.1 120.0 84' 112' 150.0 93.0 120.0 96' 128' 150.0 61.3 120.0 105' 144' 120.0 72.3 120.0 35' 48' 120.0 150.0 1500 42' 56' 150.0 139.4 150.0 48' 54' 150.0 122.0 150.0 54' 72' 120.0 108.4 150.0 60' 60' 48' 97.6 120.0 66' 85' 155.0 88.7 120.0 72' 96' 120.0 51.3 120.0 78' 104' 150.0 75.1 120.0 84' 112' 120.0 69.7 120.0 35' 48' 120.0 144.6 150.0 42' 56' 123.9 150.0 48' 64' 108.4 150.0 54" 72'54'96.4 120.0 50' 60' 86.8 120.0 56' 68" 78.9 120.0 72' 95' 725 120.0 78' 104' 66.7 120.0 36' 48' 130.1 150.0 42' 56' 1115 150.0 48' 64.' 97.6 120.0 54' 72' fA' 86.8 120.0 Sr 60' 76.1 120.0 55' 88' 71.0 120.0 36' 48' 118.3 150.0 42' 56' 101.4 120.0 45' 64' 66' 88.7 120.0 54' 72' 75.9 120.0 60" 80' 71.0 120.0 36' 48' 108.4 150.0 42' 36' 93.0 120.0 49' 64' 72' 61.3 120.0 54" 72' 723 120.0 35' 45" 102.7 120.0 42' 56' 88.1 120.0 48' 64' 76' 77.1 120.0 54' 72' 56.5 120.0 WINDOW 0193. ANCHORS TYPE 'A' ANCHORS TYPE 'B' MOTH NOOK ocr. (+) Dm (+) 2 PANEL 3 PA14E1 INT. (-) IM. (-) 28-1/2' 35-5/18' 150.0 150.0 37' 49-5/16' 150.0 130.0 53-1/5" 71'38-3/13'137.8 150.0 74' 99' 98.7 120.0 79-1/2" 105' 92.1 120.0 106-1/4' 142' 68.8 120.0 26-1/2' 35-5/16' 150.0 150.0 37' 49-5/16' 150.0 150.0 53-1/8' 71'104-3 150.0 74" 99' 50-6/8' 74.8 120.0 79-1/2' 105' 69.8 120.0 28-1/2' 35-5/16' 150.0 150.0 37' 49-5/10" 63' 120.6 150.0 53-1/8' 71' 83.8 120.0 26-1/2' 35-5/16' 147.3 150.0 37" 49-5/18' 72' 105.5 155.0 53-1/8' 71' 73.3 120.0 26-1/2' 35-5/16' 139.8 150.0 37' 49-5/16' 76' 100.0 120.0 53-1/8' 71" 69.5 120.0 ALL VALUES SHOWN ARE DESIGN PSF VALUES FOR EXT.(+) LOADS SHOWN ARE FOR SILL WITH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERBAR ADAPTER UMIT EXT.(+) LOADS TO 80.0 PSF WWWW WIDTH 1/3 i 2/3 0. Z ANCHORS TYPE 'A' 2 ANCHORS AT MTC. 5RE ODDS 25" MAX. SPACING 8OWEEN ANCHORS MOT MAX. DESIGN LOADS TO 55 PSF WINDOW WIDTH 171> 1/3 2/3 WINDOW WIDTH 6' MAX. 1/4 1/2 1/4 ANCHORS TYPE '13' 4 ANCHORS AT MIG. SITE ENDS 24' MAX. SPACING BETWEEN ANCHORS UNIT MAX. DESIGN LOADS TO 103 PSF •• ••• • • • • • •• • • • • ANCHORS TYPE 'C' • • • • • 4 ANCHORS AT MTG. Sr1E ENDS f2` MAX. SPACING BETWEEN ANCHORS • • • • • • • UMR MAK DESIGN LOADS TO 150 PSF • ••• • ••• • • • • • • • • • • NOTE: • • • • • • • • • • • •• • • • • •. ANCHOR SPACING W0 BE AW•LISTED ASOVW • • • • I/2" MAX. SHIM STME FOE EQUAL• LEG FRAMES 01QLY• • 24' MAX. It i1 L6' MAX. En90 JAVAD AHMAD CIVIL FLA PE 1 70592 CANT PRODUCT REVISED as complying with the Florida Building Code NOA-No, 16-0125.07 NONo Expiration Date 0 611 01201 9 By Miang-Da Product Control 2 2G'6 ' drawing no. WO9-13 sheet 8 of 16) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 0410 • • • ••• • • (sheet 8.1 of 16) WINDOW DIMS. ANCHORS TYPE 'A' ANCHORS TYPE '8' 810TH HEIGHT co. (+) INT. (-) EXT. (+) NT. (-) 2 PANEL 3 PANEL 36' 48' IM. (-) 150.0 150.0 42' 56' 150.0 150.0 150.0 48' 64• 150.0 150.0 150.0 54' 72' 150.0 143.4 150.0 60' 80' 38" 129.1 150.0 58• 88" 120.0 117.3 150.0 72' 96' 120.0 107.6 150.0 76" 104' 150.0 99.3 120.0 84' 112' 150.0 92.2 120.0 96' 128' 150.0 80.7 120.0 108• 144' 120.0 71.7 120.0 36• 48" 120.0 150.0 150.0 42' 56" 150.0 138.3 150.0 46' 64' 150.0 121.0 150.0 54' 72' 120.0 107.6 150.0 60" 80' 48' 96.8 120.0 66" 88' 150.0 88.0 120.0 72" 96' 120.0 80.7 120.0 78" 104" 150.0 74.5 120.0 84" 112' 120.0 69.1 120.0 38' 48' 120.0 143.4 150.0 42' 56" 122.9 150.0 48" 64' 107.6 150.0 54' 72" 95.6 120.0 50• 80• 54" 86.0 120.0 66" 88" 781 120.0 72' 96• 71.7 120.0 75' 104" 662 130.0 35" 48' 129.1 150.0 42' 58" 110.6 150.0 48' 64'_ 96.8 120.0 54' 72' 60 86.0 120.0 60' 80' 77.4 120.0 56" 88" 70.4 120.0 36" 48' 117.3 150.0 42' 58' 100.6 120.0 48' 64" 66• 68.0 120.0 54" 72" 78.2 120.0 50" 60" 70.4 120.0 36' 48" 107.6 150.0 42' 58' 72" 92.2 120.0 48' 64' 60.7 120.0 54' 72" 71.7 120.0 36' 48' 101.9 120.0 42' 56• 87.3 120.0 48' 54' 76' 78.4 120.0 54' T2' 67.9 120.0 WINDOW DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' 481016 HEIGHT EXT. (+) EXT. (+) 2 PANEL 3 PANEL 1/4 Mr. (-) IM. (-) 26-1/2' 35-5/16' 150.0 150.0 37' 49-5/16' 150.0 150.0 53-1/8" 71"3/8. 136.4 150.0 74• 99' 36 67.8 120.0 78-1/2- 106" 91.4 120.0 106-1/4" 142" 68.2 120.0 26-1/2" 35-5/16" 150.0 150.0 37" 49-5/16' 146.8 150.0 53-1/8" 71'50-5/8" 103.4 150.0 74' 99' 74.2 120.0 79-1/2" 106" 69.3 120.0 25-1/2" 35-5/16' 150.0 150.0 37- 49-5/16' 63" 119.6 150.0 53-1/8' 71' 83.1 120.0 26-1/2' 35-5/16" 146.1 150.0 37• 49-5/16" 72' 104.6 150.0 53-1/8" 71• 72.7 120.0 26-1/2" 38-5/16' 138.4 150.0 37' 49-5/16" 76' 99.1 120.0 53-1/6" 71" 68.9 120.0 ALL VALUES SHOWN ARE DESIGN PSF VALUES FOR EXT.(+) LOADS SHOWN ARE FOR SILL WITH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXT.(+) WADS TO 80.0 PSF ii 1 3: ANCHORS TYPE 'A' 2 ANCNOR5 AT NIC. SERE ENDS 28" W21. SPACING BETWEEN ANCHORS WAIT MAX. DESIGN LOADS TO 55 PSE `MIAOW 4810T11 71 " 1/3 2/3 9 28' MA0. 1-1 WINDOW WOTH 6' MAX. 1/4 1/2 1/4 ANCHORS TYPE 'B' 4 ANCHORS AT M9. STIP ENDS 24' MAX. SPACING BETWEEN ANCHORS UNIT MAX. DESIGN LOADS TO 100 PSE 14' 24• MAO. 1/3 2/3 ii 1 3: ANCHORS TYPE 'A' 2 ANCNOR5 AT NIC. SERE ENDS 28" W21. SPACING BETWEEN ANCHORS WAIT MAX. DESIGN LOADS TO 55 PSE `MIAOW 4810T11 71 " 1/3 2/3 9 28' MA0. 1-1 WINDOW WOTH 6' MAX. 1/4 1/2 1/4 ANCHORS TYPE 'B' 4 ANCHORS AT M9. STIP ENDS 24' MAX. SPACING BETWEEN ANCHORS UNIT MAX. DESIGN LOADS TO 100 PSE 14' 24• MAO. •• ••• • 4 8 • • •• • r-) ANCHORS TYPE 'C' • a • ANCHORS AT 451D. STILE 0802 • • • • 12' 14.2. SPACING BEIWFF 4 ANCHOR' • (RAUH 441(. DESIGN LOADS TO 150 PSF •• ••• •• • • • •• NOTE: ANCHOR SPACING TO BE AS LISTED ABOyE • • • • • • • • • 3/6" MAX. SHIM SPACE FOR FLANGE AND EQUAL LEG•FR&IES • • or • • • • • • • • 6 • • • •• • • • • • • •• • • • a • • ••• • •• • ••• • 14' 12' MAX Engr. JAVA) 611.663 C L FLA .PE 70592 CAN. 3538 1 2016 N s 6' MAX. '81 6' MAX. PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 16.0125.07 Expiratlon By Miami -0 •• Product antro ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s '1 8 8 8 8 Y s 8 drawing no. W09-13 L=>a 1 / i% 1/4 1/2 1/4 •• ••• • 4 8 • • •• • r-) ANCHORS TYPE 'C' • a • ANCHORS AT 451D. STILE 0802 • • • • 12' 14.2. SPACING BEIWFF 4 ANCHOR' • (RAUH 441(. DESIGN LOADS TO 150 PSF •• ••• •• • • • •• NOTE: ANCHOR SPACING TO BE AS LISTED ABOyE • • • • • • • • • 3/6" MAX. SHIM SPACE FOR FLANGE AND EQUAL LEG•FR&IES • • or • • • • • • • • 6 • • • •• • • • • • • •• • • • a • • ••• • •• • ••• • 14' 12' MAX Engr. JAVA) 611.663 C L FLA .PE 70592 CAN. 3538 1 2016 N s 6' MAX. '81 6' MAX. PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 16.0125.07 Expiratlon By Miami -0 •• Product antro ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s '1 8 8 8 8 Y s 8 drawing no. W09-13 FLANGE FRAME INSTALLATION TYPE '1' THRU 1 BY WOOD BUCK INSTALLATION CONDITIONS FLANGE FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 11 FOR DESCRIPTION BUCK BED IN SEALANT (TYP) -- SEALANT (TYP) /h1,r- 4 U\\YAVSiN.: A1\ \C� ■., ■ A`Ti4'I►,1 Th I, 111 NOT PART OBUCK_THIS SUBMITTAL BUCK INSTALLATION NOT PART OF THIS SUBMITTAL 1 1/2' WOOD STRUCTURES. CONCRETE OR MASONRY 3 1/2' MIN 2 3/4" 1 x 4 BEVELED PRESSURE TREATED WOOD BUCK (TYP) OPTIONAL NON—BEVELED 000 BUCK (DOTTED) FLANGE FRAME INSTALLATION TYPE '2' TI -IRU 2 BY WOOD BUCK BUCK BED IN SEALANT (TYP) SEALANT (TYP) TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 11 FOR DESCRIPTION BUCK INSTALLATION NOT PART OF THIS SUBMITTAL *.6WOMOAWW.r NOCK INSTALLATION NO: PARTTOF THIS SUBMITTAL 3 r /B' MAX. EMBEDMENT WOOD STRUCTURES. CONCRETE OR MASONRY BUCK IN ON NOT PART OF THIS SUBMITTAL WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • • • • • • 2293/4' • • • • • • •• • KIN • • • • •••OptSnal Pre. 6clist S`ij(• ••• ••• 3 1/2' WIN 2 3/4' 2 x 4 BEVELED PRESSURE TREATED WOOD BUCK (TYP) 1 OD ,miliglib,I1. BUCK INSTALLATION NOT PART OF THIS SUBMITTAL or Engr. JAYAD AHMAD FLA. PE 1 7OBB CAN. 3.538 2 1 2616 OPTIONAL NON—BEVELED W000 BUCK (DOTTED) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0125.07 Expiration Date .110/2019 By Miami -D. a Product Control u v0i a 0 2 2 P X115 112 2204 .a I[u0 0 v B 8 8 drawing no. W09-13 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 9 of 16 EQUAL LEG INSTALLATION TYPE '1' THRU 1 OR 2 BY WOOD BUCK BUCK BED IN SEALANT (TYP) INSTALLATION CONDITIONS EQUAL LEG FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 11 FOR D6CRIP110N SEALANT (TYP) /Ai r 111 BUCK Iof TION NOT PART RT OF THIS suBMrrrAL MIN 1/2 MAX. N SEE •1 I/2" EMBEDMENT IN CONCRETE DR MASONRY ••1 3/8" EMBEDMENT INTO W000 WOOD STRUCTURE. CONCRETE OR MASONRY B BUCK INSTALLATION NOT PART OF THIS SUBMITTAL 3 1/2" MIN 1 x 4 (OR 2 X 4) PRESSURE TREATED WOOD BUCK (TYP) • I STALLATION NOT PART OF THIS SUBMITTAL WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE 1" 1.410 1 BY WOOD BUCK OR 2 BY WOOD BUCK EQUAL LEG INSTALLATION TYPE '2' DIRECTLY INTO STRUCTURE OPENING SEALANT (TYP) 1 1/2„ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 11 FOR DESCRIPTION •1 1/2' EMBEDMENT IN CONCRETE OR MASONRY ••1 3/8" EMBEDMENT INTO WOOD WOOD STRUCTURES CONCRETE OR MASONRY •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • ••• • •• • ••• • Engr. JAW AH/M0 O\IL FLA. PE 1 70592 CAN. X535 212013 PRODUCT REVISED as compyln9 Ith the Florida Building Code NOA-No. 16-0125.07 Expiration Date 06!10/2019 By Miam a Product Control z p 01- g. z6 N Q Q N " c$NN �0>CC9th 19p 8 8.0 tlcoLL02 41 410 (,pzw_ IQo5 0 O d 8 g FAX (305) 593-6592 rc 0 5 6 REV. PER RER CODUENTS 0 4 38 2 S 5 0 a 5 trl ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • drawing no. W09-13 sheet 10 of 16 FLANGE FRAME INSTALLATION INSTALLATION CONDITIONS METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES TYPICAL ANCHORS( SEE ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 K9) 1/4" DIA. HILTI KWIK-CON U (Fu=163 KSI, Fy-157 KSI) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/2" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (Si .tL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MIN. 3 THREADS BEYOND SUBSTRATE EQUAL LEG FRAME INSTALLATION TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES •• ••• • • • • • •• • • • • • • • • TYPICAL EDGE DISTANCE• • • • • • • • INTO CONCRETE AND MASONRY a 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE. =3�g MIN. • • • • • • • • • • • • • • WOOD AT HEAD, SILL OR IAMBS• SG - 0.16 IAN. • • • • CONCRETE AT HEAD, SIAL OR JAMBS lc =t.,•9,�090 PSI MIN.• • • • C-90 FILLED NORMAE 4 HT E�CK AT i fin, 2000 I% SIN. • • • • • •• Engr. JAVAO ANIND CML F1.ACAPEK 70592 21 Ulf PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0125.01 Expiration Date 06/10/2019 By Mia • , +e Product Contro Z k6 i=6 N 0 gNreo O Gyp+ oo�N a KCm o o o0b6; 920 N LLHLL abdf0 2 3 Virl0 14 u $ • k 1 drawing no. W09-13 sheet 11 of 16) ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • MULLION AT FLANGE WINDOWS 1" x 4' x 1/8" thk_ Aluminum Tube Mullion (unclipped at ends) - (Mull length = Wdw Height - 1') #14 Flat SMS Head I�; rtG ;;;roily Sealant (tYR) MIN. 3 THREADS ENGAGMENT MULLION AT EQUAL LEG WINDOWS 1" x 4' x 1/8" thk. Aluminum Tube Mullion (unclipped of ends) - (Mull length = Wdw Height) S# 14MS Fiot Held prENGAGMENT MIN. 3 THREADS I);;lG Sealant J (tYp) MULLION PERFORMANCE STANDARD TNSTAL.LATTON MULTIPLE OPENING (2 OR MORE WINDOWS) w/ 1 SCREW ON EACH SIDE OF MUWON MULLION DESIGN LOAD CAPACITY - PSF TRIBUTARY WIDTH WINDOW HEIGHT EXT.(+) INT.(-) 24" 26-1/2" 150.0 28" 150.0 30" 36' 150.0 32' 72" 150.0 36- 26-1/2" 120.0 39" 120.0 120.0 40" 54" 120.0 42' 150.0 120.0 44" 120.0 120.0 46" 76' 120.0 49' 28-1/2"72- 120.0 52' 120.0 120.0 24" •8" • • • 150.0 28' 120.0 150.0 30' 150.0 32" 120.0 36' 120.0 39" 60" 120.0 40' 120.0 42" 120.0 44" 120.0 46" 120.0 24" 150.0 28" 120.0 30' 120.0 32" 120.0 36' 66' 120.0 39" 120.0 40' 120.0 42" 120.0 TRIBUTARY WIDTH - MULLION DESIGN LOAD CAPACITY - PSP TRIBUTARY WIDTH WINDOW HEIGHT EXT.(+) INT.(-) 24" 26-1/2" 150.0 28" 120.0 30' 36' 120.0 32" 72" 120.0 38" 26-1/2" 120,0 39" 120.0 120,0 24' 55' 120.0 26" 150.0 120,0 30" 120.0 120.0 32" 76' 120.0 36" 28-1/2"72- 120.0 37" 120.0 120,0 •• ••• • • • • • • • • • • •• • • •• • • • • • • • • s ••• •• ••• •• • • • HIGH LOAD INSTALLATION MULTIPLE OPENING (2 OR MORE WINDOWS) w/ 2 OR 3 SCREWS ON EACH SIDE OF MUWON = ADDITIONAL HOLES TO BE DRILLED BY INSTALLER) 141.111309 DESIGN LAAO CAPACITY - PSF TRBUTARY WINDOW WIDTH HEIGHT EXT.(+) INT.(-) 18" 150.0 26-1/2" 150.0 37'150.0 38-3/8" 150.0 44' 36' 120.0 71' 120.0 18" 150.0 26-1/2" 150.0 37' 50-5/6" 120.0 44' 120.0 55' 120.0 18" 150.0 26-1/2"63" 150.0 120.0 37' 44' 120.0 18' 150.0 28-1/2"72- 120.0 37' 120.0 39' 120.0 •8" • • • 150.0 • 26,1/: 120.0 •76" • *TA • • 120.0 • •• • ••• • ••• • • ITVALUS FROM S MAY* • • • BEjf BE ERPO TED EfW Ig SI ES • • • • • • • ••• • •• • ••• • ALL VALUES SHOWN ARE DESIGN PSF VALUES FOR EXT.(+) LOADS SHOWN ARE FOR SILL WTTH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXT.(+) LOADS TO 80.0 PSF Engn JAVAD AHIUD CML FT/6- PE 70592 CAN. 3538 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0125.07 Expiration • e 6/10/2019 By MIaml -0 rodeet • ntrol r 5 O ZJ 0 U Ina 800 0 s 8 3 0 c Cj s drawing no. W09 -13 (sheet 12 0116 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF UNCLIPPED MULLION ANCHORS EXT.(+) & INT.(-) PERFORMANCE VALUES OF UNCLIPPED MULLION ANCHORS EXT.(+) & INT.(-) TR1&1TARY WIDTH WSW HEIGHT CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 6 TRIBUTARY WIDTH WINDOW HEIGHT CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 6 24' 28' 30" 32" 36' 40' 44" 48" 52' 54- 107.6 150.0 150.0 18' 150.0 150.0 150.0 92.2 150.0 150.0 26-1/2' 137.1 150.0 150.0 37"38-3/8' 98.2 150.0 150.0 86.0 150.0 150.0 60.7 150.0 150.0 44" 82.8 150.0 150.0 71.7 120.0 120.0 56' 64.9 120.0 120.0 64.5 120.0 120.0 71' 51.2 102.3 120.0 58.7 117.3 120.0 18' 150.0 150.0 150.0 53.8 107.6 120.0 26-1/2" 103.9 150.0 150.0 37" 50-5/8" 74.4 120.0 120.0 49.6 99.3 120.0 44" 62.6 120.0 120.0 24' 28' 30' 32' 38' 40" 44" 60. 96.8 150.0 150.0 83.0 150.0 150.0 18' 122.9 150.0 150.0 77.4 150.0 150.0 26-1/2' 83.5 150.0 150.0 72.6 120.0 120.0 37' 63 59.8 119.6 120.0 64.5 120.0 120.0 44" 50.3 100.6 120.0 58.1 116.2 120.0 18" 107.6 150.0 150.0 26-1/2' 72' 73.1 120.0 120.0 52.8 105.6 120.0 24" 25" 30" 32" 36' 40" 66' 68.0 150.0 150.0 37' 52.3 104.6 120.0 75.4 120.0 120.0 18" 101.9 150.0 150.0 70.4 120.0 120.0 26-1/2 76' 69.2 120.0 120.0 68.0 120.0 120.0 37" 49,8 99.1 120.0 58.7 117.3 120.0 NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES 52.8 105.6 120.0 24" 26" 30" 32" 36" 72- 80.7 150.0 150.0 69.1 120.0 120.0 64.5 120.0 120.0 60.5 120.0 120.0 53.8 107.6 120.0 24" 28' 30" 32' 36" 76" 76.4 120.0 120.0 55.3 120.0 120.0 81.1 120.0 120.0 57.3 114.6 120.0 50.9 101.9 120.0 ALL VALUES SHOWN ARE DESIGN PSF VALUES FOR LXT.(+) LOADS SHOWN ARE FOR SILL WITH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERBAR ADAPTER LI MT EXT.(+) LOADS TO 80.0 PSF MULLION ANCHORS ADJACENT TO MULLIONS AT HEAD & SILL ALL OTHER WINDOW ANCHORS AS PER SHEETS 9 THRT 11 TRIBUTARY WIDTH w1 2 • • • • S • - • • ,( • •• • • ••• ••• • • • • •• US HA A 4"di/ ., LANCAORS DT AN RS PER F€ 1 . • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• •• • • • • ••• • •• • ••• • 11 Engs JAVAD 481AD CML FLA PE % 70592 C.A.N. 3539 PRODUCT REVISED as complying with the Florida Building Code Non -No. 16-0125.07 Expiration 9ayt006/1012019 By Mi Miami -aide Product Control ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i -i Ci 6 FAX. (305) 593-6592 a 0 6 5 8 r 8 drawing no. W09-13 Sheet 13 of 16 •. • ( 'III ••- • I I 1 I 154 MUUJC! SFE SHT8 X or O \ - = X or 0 • • • • S • - • • ,( • •• • • ••• ••• • • • • •• US HA A 4"di/ ., LANCAORS DT AN RS PER F€ 1 . • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• •• • • • • ••• • •• • ••• • 11 Engs JAVAD 481AD CML FLA PE % 70592 C.A.N. 3539 PRODUCT REVISED as complying with the Florida Building Code Non -No. 16-0125.07 Expiration 9ayt006/1012019 By Mi Miami -aide Product Control ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i -i Ci 6 FAX. (305) 593-6592 a 0 6 5 8 r 8 drawing no. W09-13 Sheet 13 of 16 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • a • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �v \ .- 0] PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS OF ALUMINUM DUCK INSTALLATION ANCHORS IXi.(+) h 1141.(-)IXT.(+) OF ALUMINUM BUCK INSTALLATION ANCHORS a ML(-) REFER TO SHEETS 5 & 7 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VAWFS. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRNE, SUITE 220 MIAMI, FLORIDA 33173 L TEL (305) 2048100 FAX (305) 202-6978 3 a WINDOW DIMS. ANCHORS AT le 0.c. ANCHORS AT 6' 0.0 511IDo! DINS. ANCHORS AT 16' 0.0. ANCHORS AT 8' 0.0...Z WRM HEIQfi W00D/BL0C) CONC. FOOD/BLOCK CONC. 98001 H130HT W00D/BLOCH CONC. 1100611006/1310041L0� CONI. �. 36' 150.0 160.0 180.0 150.0 36' 123.3 150.0 160.0 160.0 •V. • a 46" 150.0 150.0 150.0 1540 48' 105.7 150.0 150.0 150.0 4 < 56• 724.8 150.0 150.0 150.0 56' 100.2 142.1 150.0 150.0Il , 9' 60• 112.8 150.0 150.0 150.0 e5' 94.7 134.4 150.0 150.0 = ..-1 =-ii _ 64' 126.7 150.0 150.0 1500 72' 97.9 139.0 150.0 150.0 ..;n��! ry�� 109.6 150.0 150.0 150.0 62.0 1175 149.0 150.0 l=_nM 72' 72' I � E 80• 114.6 150.0 150.0 150.0 80' 66• 82.4 117.0 137.4 150.0 i 84' 1500 150.0 I 150.0 84' 76.0 107.6 125.6 150.6 �1111= 58' 38•107.5 101.5 144.0 150.0 150.0 88' 70.5 100.0 129.2 150.0 hTHt 96" 106.3 150.0 150.0 150.0 96' 713 101.8 123.0 150.0 106' 92.1 130.7 150.0 150.0 106' 60.3 85.5 111.9 150.0 112' 1003 1430 150.0 150.0 112' 65.4 92.6 114.4 150.0 117' 95.7 135.8 (50.0 150.0 iLe 81.5 87.3 115.3 150.0 126' 96.7 140.0 150.0 150.0 126' 62.5 88.7 111.1 150,0 144• 94.0 133.3 150.0 150.0 35' 109.6 150.0 150.0 150.0 ALL VALUES SHOWN ARE DESIGN PSF SERIES -376 ALUM. HORIZ. ROWNG WOW. (LIA.I./s.M.l.)) CCI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 36' 150.0 150.0 150.0 150.0 46' 92.5 131.3 150.0 150.0 VALUES FOR EXT.(+) LOADS SHOWN ARE SILL WITH WATERBAR ADAPTER. FOR 48' 146.0 150.0 150.0 150.6 56' 685 122.7 150.0 150.0 FOR WINDOWS WITHOUT WATERBAR ADAPTER 50" 111.0 150.0 150.0 150.0 BO' 84.6 120.0 150.0 150.0 LIMIT EXT.(+) LOADS TO 80.0 PSF 80' 98.7 140.0 15073 156.0 54' 531 118.1 149.8 150.0 54' 111.0 150.0 150.0 150.0 72" 82.2 116.7 140.0 150.0 72" 92.5 131.3 150.0 1503 80' 72' 80.7 1145 134.5 150.0 114 SMS #14 SMS 60• 95.1 7353 1500 150.0 64' 74.0 105.0 123.3 150.0 AT 6' FROM AND 24' ENDS O.C. MAX. AT 6" FROM ENDS AND 24' O.C. MAX. 84' 693 126.0 148.0 150.0 85' 68.3 95.9 125.2 150.0 89" 46 83.3 118.1 150.0 150.0 96' 69.1 98.0 116.4 150.0 B8• 56.3 122.5 146.0 150.0 108' 57.6 51.7 106.9 150.0 108' 74.0 105.0 137.4 150.0 112' 62.3 68.4 109.1 150.0 112' 80.7 1145 141.3 150.0 117' 56.5 53.0 109,6 150.0 117' 76.4 105.4 143.2 150.0 36' 102.1 144.8 150.0 150.0 126' 78.4 111.2 139.3 150.0 46' 85.4 121.2 150.0 150.0 i ` tµ• 74.0 105.0 133.2 150.0 5C 79.3 112.5 142.7 150.0 < N ICJ1� f.0 t91� 36' 131.8 150.0 150.0 150.0 60' 77.2 109.8 139.0 150.0 imIll N \ N 48' 118.4 150.0 150.0 150.0 64' 75.7 107.4 1381 150.0 LEMMOMPU P _ IIL_ N 133.2 I-~_ d �� �A_ �' 56' 60' 108.9 95.7 150.0 135.8 150.0 150.0 150.0 150.0 7Y 80' 76' 74.0 73.5 105.0 104.7 132.8 150.0 150.0 11 RIM1 ` �uie1111 �1 '-'1�-----, o 8 5 t NO GOUGE THIS SHEET II REV. PER RER COMMOJIS tA tA PP 8 2 4 SIM NOTE ADDED 1t. 64' 105.7 150.0 150.0 150.0 84' 73.2 103.8 121.9 160.0 ��w- 0-A- 72' 87.7 124.4 150.0 150.0 86• 673 953 123.4 150.0 .. .. •CONCRETE - 80' 05.4 126.8 148.9 150.0 96' 67.7 96.0 118.0 150.0 =3000 P$1 : 54' 03.1 777.0 7305 .150.0 109' 56.1 79.6 104.2 147.8 .BLOCK - 1924 P51 G e^1/4• 11► D 28Y WOOD BUCK OR 98000 STRUCTURES 88'54 77.6 110.2 142.3 150.0 ,. DIA ULTRACON OR DIA. KWIK-CON 9 ��� 95' 80.1 113.6 137.3 150.0 1/4" 106• 68.2 ee3 126_7 150.0 L- 1-3/8" MIN. CONC. EMBED 2 1/2' MM. -1/4' MIN. BLOCK EMBED 1/4' DA. ULTRACON OR 112' 74.3 105.4 130.0 150.0 _ AT 6" FROM ENDS AND 1' MIN. EDGE MST. 7/4" DIA. KWIK-CON 11 117' 701 99.6 131.6 150.0 - 16' OR 8" O.C. MAX. 1-1/2" MM. EMBED n' 126' 713 101.6 1276 150.0 _ .- g I1� SEE CHART FOR CAPACITY AT 6' FROM ENDS AND 16' OR 8" O.C. MAX. tµ• 67.5 95.7 121.4 150.0 SEE CHART FOR CAPACITY cod op °'9oaoss + - -,,,SAF. 4 n - - a - 1123 150.0 150.0 150.0 i!� TYPICAL INSTALLATION DETAIL 36" 46' 96.7 140.0 1500 150.0 SILLS CAN ALSO BE USED ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM to a � r moot.. s6' 95.1 135.0 150.0 150.0 WITH OPTIONAL WATERBAR • • • • • • • • • • • • yp T H H e , s R 31 ,a 94.7 134.4 750.0 sD.0 • • • • • • • • 644253 g4• 94.7 134.4 150.0 750.0 • :45 • PRODUCT REVISED Florida 72' 84.6 120.0 150.0 150.0 • -1.270-.625 • • �• 1610 EnvCIV1L� as complying with this Building Code 80' 85.2 121.0 142.1 150.0 .90H• • • • • •� FLA 9 ,7.92 Hoa-Na. 16.0125.07 60.'1 70.9 112.0 131.6 155.0 _ N' Expiration Date 06/10!2079 88" 60 73.5 104.3 134.7 150.0 _ 1.1 5• 96' 75.3 106.9 1291 150.0 'S0� By 108' 83.6 905 t18.h 150.0 • • •-- • "2• • • • • • • • I.- AI • • 4j\ Miami-Da rOducl Control drawing no. W09-13 712' 69.3 96.3 121.3 150.0 • • • • • • 2 1 2016 117" 553 92.7 7225 150.0 NOTE: VALUES FROM CHARTS MAY • • • • • • • �••� • ALUMINUM•BUCK • • • OPTION__ C_O_IE 126' 68.9 94.5 110.4 150.0 BE INTERPOLATED BETWEEN SIZES • • • • • • • • (sheet 14 of 16 6063-A• 50016•T! ••• • • • • ••• • • • • • • • • • • • • • ••• • • • a • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS Exr.(+) & 87T.(-) 91.500! 01115. ANC808S AT 16' 0.C. ANCHORS AT r O.C. WIDTH NE10NT 0000/BtoC8 CONC. 'WOOD/810M CONC. 26-1/2" 150.0 150.0 150.0 150.0 53-1/8' 130.9 150.0 150.0 150.0 79-11/16'110.2 150.0 150.0 150.0 106-1/4" 38-3/8" 89.3 126.7 150.0 150.0 111" 96.8 137.3 150.0 150.0 119-1/4" 88.8 128.0 150.0 150.0 159-3/8" 87.2 123.7 150.0 150.0 28-1/2" 150.0 150.0 150.0 150.0 53-1/8' 121.1 150.0 150.0 150.0 79-11/16"92.6 131.8 150.0 150.0 106-1/4' 58-5/8" 72.8 103.3 1352 1500 111" 78.5 111.5 137.6 150.0 119-1/4" 71.7 101.7 134.4 150.0 159-3/8" 69.1 98.0 125.6 150.0 26-1/2" 150.0 150.0 150.0 150.0 53-1/6' 110.1 150.0 150.0 150.0 79-11/66' 54.2 119.5 140.4 150.0 106-1/4' B3- 63.4 69.9 117.7 150.0 111' 68.1 96.6 119.1 150.0 119-1/4" 61.7 87.5 115.7 150.0 26-I/2" 1389 150.0 150.0 150.0 53-1/8" 88.3 125.5 160.0 150.0 79-11/15' 72" 81.3 115.4 135.5 150.0 106-1/4" 59.0 63.7 109.6 150.0 111' 63.1 89.6 110.5 150.0 26-1/2' 120.2 150.0 150.0 150.0 53-1/8' 81.1 115.1 146.1 150.0 79-11/16' 78" 732 104.7 132.8 150.0 106-1/4" 575 812 108.8 150.0 111' 615 87.2 107.6 150.0 NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES ALL VALUES SHOWN ARE DESIGN PSF VALUES FOR EXT.(+) LOADS SHOWN ME FOR SILL WITH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERBAR ADAPTER UMIT EXT.(+) LOADS TO 80.0 PSF ALUMINUM BUCK FRAMING DETAJJ.S REFER TO SHEETS 5 & 7 FOR WINDOW CAPACITIES U5E LOWER APPLICABLE VALUES. #14 5.045 AT 6" FROM 01405 AND 24' O.C. MAY. #14 SMS AT 6" FROM ENDS--, AND 24" 0.C. MAX. .500 4.253 .11/4" DA ULTRACON OR 1/4' DIA. KWIK-CON 9 1-3/9" MIN. CONC. EMBED -1/4" MIN. BLOCK EMBED AT 6" FROM ENDS AND 16' OR B" O.C. MAX. SEE CHART FOR CAPACITY TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM ••• ••• • • • a • •• • • • •• •M• •• • L270-.625 [ .906 • • 0115 5 • •••• • .5• • • I • • • •.903 • • ALUMINUM 8900( • • 6063-16 • • 6063-T6 En90 JAM/ AHMAD CML FLA PE f 70592, CAN. 3 � 266' WOOD BUCK OR WOOD STRUCTURES 1/4" DIA. ULTRACON OR 1/4" DIA. KWIK-CON 11 1-1/2" MIN. EMBED AT 6" FROM ENDS AND 16. OR 8' 0.C. MAX SEE CHART FOR CAPACRY PRODUCT REVISED a6 complyIng with the Florida Building Code HOA -No. 16-0125.07 Expiration tate 06/10/2019 By Miam N21MI6 net Control U n 8 2 CGI Windows and Doors, Inc. 10100 N.W. 2511H STREET MIAMI, FL 33172 TEL (305) 593-6590 FAX. (305) 593-8592 0` 8 8 c 8 0. drowing no. W09-13 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • 5 • • • • ••• • • • ••• • • sheet 15 0116 PERFORMANCE VALUES OF ALUMINUM BUCK ANCHORS AT MULLION JOINTS EXT.(+) & INT.(-) TRIBUTARY WIDTH WINDOW HEIGHT ANCHORS 0600 WOOD OR 6201.1011 BLOCK ANCHORS INTO CONCRETE CLUSTER OF 2 CLUSTER 07 4 CLUSTER OP 6 CLUSTER DP 2 CLUSTER OF 4 CLUSTER OF 6 24' CLUSTER 65.5 131.6 150.0 93.3 150.0 150.0 28" OF 4 56.4 112.8 150.0 80.0 150.0 150.0 32" 150.0 49.3 98.7 148.0 70.0 140.0 150.0 36' 150.0 43.9 87.7 131.6 62.2 124.4 150.0 39' 120.1 40.5 81.0 121.4 57.4 114.9 150.0 40" 54" 39.5 78.9 118.4 56.0 112.0 150.0 42" 79.3 37.6 75.2 112.8 53.3 106.7 150.0 44" 62.8 35.9 71.8 107.6 50.9 101.8 150.0 46' 150.0 34.3 66.6 107.0 48.7 97.4 146.1 48' 127.1 32.9 65.8 98.7 46.7 93.3 140.0 52" 91.0 30.4 60.7 91.1 43.1 66.2 129.2 24' 76.5 59.2 118.4 150.0 84.0 150.0 150.0 28" 150.0 50.7 101.5 150.0 72.0 144.0 150.0 32' 102.1 44.4 68.8 1332 63.0 126.0 150.0 38' 73.1 39.5 78.9 118.4 56.0 112.0 150.0 39' 60" 38.4 72.9 109.3 51.7 103.4 150.0 40" 131.6 35.5 71.0 106.6 50.4 100.8 150.0 42' 89.4 33.8 67.7 101.5 48.0 96.0 144.0 44" 64.0 32.3 64.6 96.9 45.8 91.6 137.5 45" 124.6 30.9 61.8 92.7 435 87.7 131.5 24" 84.7 53.8 107.6 150.0 76.4 150.0 150.0 28" 60.8 46.1 92.3 138.4 655 130.9 150.0 32' 40.4 80.7 121.1 57.3 114.5 150.0 36' 66" 35.9 71.8 107.6 50.9 101.8 150.0 39" 33.1 66.2 99.4 47.0 94.0 141.0 40" 32,3 64.6 96.9 45.8 91.6 137.5 42' 30.8 61.5 923 43.6 57.3 130.9 24" 49.3 98.7 148.0 70.0 140.0 150.0 28" 42.3 84.8 126.9 60.0 120.0 150.0 32" 72" 37.0 74.0 111.0 52.5 105.0 150.0 36' 32.9 65.8 98.7 46.7 93.3 140.0 39' 30.4 60.7 91.1 43.1 86.2 129.2 24" 46.7 93.5 140.2 66.3 132.6 150.0 28"76_ 40.1 60.1 120.2 56.8 113.7 150.0 32' 35.1 70.1 105.2 49.7 99.5 149.2 38" 31.2 62,3 93.5 44.2 68.4 132.8 PERFORMANCE VALUES OF ALUMINUM BUCK ANCHORS AT MULLION JOINTS EXT.(+) & INT.(-) ( III � I11 ' ANCHORS INTO , 1.-----.. Xor0 ---, WOOD OR HOLLOW BLOCK ANCHORS INTO CONCRETE TRIBUTARY WINDOW CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER WIDTH HEIGHT OF 2 OF 4 OF 6 OF 2 OF 4 OF 8 18" 123.4 150.0 150.0 150.0 150.0 150.0 26-1/2' 83.8 150.0 150.0 118.9 150.0 150.0 37" 60.0 120.1 150.0 85.2 150.0 150.0 44" 38-3/8' 50.5 101.0 150.0 71.9 143.3 130.0 56" 39.7 79.3 119.0 56.3 112.8 1500 71" 31.3 62.8 93.9 44.4 88.6 150.0 18' 93.6 150.0 150.0 132.7 150.0 150.0 26-1/2' 63.5 127.1 150.0 90.2 150.0 150.0 37' 50--5/6' 45.5 91.0 1385 64.6 129.2 150.0 44' 38.3 76.5 114.8 54.3 108.6 150.0 18" 75.2 150.0 150.0 106.7 150.0 150.0 26-1/2' 51.1 102.1 150.0 72.5 144.9 150.0 37" 63" 36.6 73.1 109.7 51.9 103.8 150.0 44' 30.8 61.5 92.3 43.6 87.3 130.9 18" 65.8 131.6 150.0 93.0 150.0 1500 26-1/2' 72' 44.7 89.4 134.0 63.4 126.8 150.0 37" 32.0 64.0 96.0 45.4 90.8 136.2 18" 62.3 124.6 150.0 88.4 130.0 150.0 26-1/2' 76" 42.3 84.7 127.0 60.1 120.1 150.0 37" 30.3 60.8 90.9 43.0 86.0 129.0 ALUMINUM BUCK ANCHORS ADJACENT TO MULT.TONS AT HEAD Re SILT ALL OTHER ALUMINUM BUCK ANCHORS AS PER SHEET 14 ALL VALUES SHOWN ARE DESIGN PSF VALUES FOR EXT.(+) LOADS SHOWN ARE FOR SILL WITH WATERBAR ADAPTER. FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXT.(+) LOADS TO 80.0 PSF TRIBUTARY WIDTH - Wl O ( III � I11 ' 154 MIAMI, S0= 5HT8 , 1.-----.. Xor0 ---, { l- Xor0 --- I •• ••• • • • • • •• • • •• ••• • ••• • • • • • • • •• ••• • • . ' .' •" i / • • • • -• .tt._s_-i • • • • • • • • • • • ••• • • • • • • • • • GLt15TERbF 1. 4P 1R 8 ANCHORS (SEE CHARTS ABOVE). ALL OTHER BUCK ANCHORS AS PER SHEET 15. F 11 • • • • ",•• ,•,• • 2 ALU M BUCKS rEL SyyFP�yD WITH • 2 (1.SC PE SID STANDARD. a 1 HI�_EVIU 6F• IF REQUIRED. •• • ••• • NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0125.07 Expiration Date 06/10/2019 By Mia a Product Control SCREWS IN CWSIER 3 1 (3 qf Engr. JAVAD 40.10 CIVIL FTA PE 1 70592 C 8.3538 AN 2s2E16 drawing no. W09-13 ••• • • • • ••• • • • 1 • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 16 of 16 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25th Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detennined 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,tbe%larida ]3ulding Code, including the High Velocity Hurricane Zone. • •• •••• DESCRIPTION: Series "360" Aluminum Single Hung Window — L.M.I. . APPROVAL DOCUMENT: Drawing No. W05-04, titled Series "360" Alums .. n to Hun.Wdw. (L.M.I./S.M.I.), sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/2,8jQ ;; ith i viss8n G dated 01/21/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ah �cj..P.E., beii g.the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance cher and expiration date by the Miami -Dade County Product Control Section. . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • . . • • . LIMITATION: Exterior pane for Glass Types 4 and 4A must be tempered glass to qualify for smalrnrissile impact rating. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0512.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. 0s\1��20 NOA No. 16-0125.08 Expiration Date: May 05, 2020 Approval Date: August 18, 2016 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-0215.02) 2. Drawing No. W05-04 titled Series "360" Alum Single Hung Wdw. (L.M.I./S.M.I.)", sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision G dated 01/21/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC flail window, to qualify DuPont "Butacite" PVB interlayer, Duraseal®:and Fu per Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Tett Report Nor • CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C' Patel, P.E. • • (Submitted under NOA No. 15-0512.07) • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F.3CHTAS 2x02 �4 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 741:1) PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Durasval®•and Spacer® insulating glass spacer, prepared by Certified Test Laboiatalids, Te$t t&epprt No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.: (Submitted under NOA No. 15-0512.07) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 15-0512.07) f" Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0125.08 Expiration Date: May 05, 2020 Approval Date: August 18, 2016 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, siga and sealed by Vinu J. Abraham, P.E.• (Submitted raider NOA No. 08-1208.06) "• "'• •• 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading perF•5C TAS 20' 94• • • 3) Water Resistance Test, per FBC, TAS 202-9‘ • • • • •.. • 4) Small Missile Impact Test per FBC, TAS 20 r-9;1►'; . • • : • . ' • 5) Cyclic Wind Pressure Loading per FBC, TAS 2(13' 94 • • • 6) Forced Entry Test, Type "A -A" vertical slidttg window Gfade 10, • • per FBC 2411 3.2.1, TAS 202-94, per ASTM F S88-0.4•, AAMA 1302.5-04 and CAWM 301-04 • • • ... • •: along with marked -up drawings and installation diagram of an aluminum single:hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, dated 03/29/04 to 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 05-0215.02) • C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 19-0822.11) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E-2 Jorge M. Plasencia, P.E. Prroduct Control Unit Supervisor NOA No. 16-0125.08 Expiration Date: May 05, 2020 Approval Date: August 18, 2016 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. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and p io financial interest, dated 01/21/16, issued by Al-Farooq Corporatign, signed afid.ted by Javad Ahmad, P.E. " ' •••• • •' 2. Laboratory compliance letters for Test Report No. HTL-0080-0 x2:08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 0.7J ' 708, shined and • • sealed by Vinu J. Abraham, P.E. . (Submitted under NOA No. 08-1208.06) •• •.. • • 3. Laboratory compliance letters for Test Report No. HTL-0080-0723404, speoitne$s 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., iafdd 04/02/04,•signed • • and sealed by Vinu J. Abraham, P.E. ' (Submitted under NOA No. 05-0215.02) ' ' ' 4. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPor11.4s well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 15-0512.07, issued to CGI Windows & Doors for their Series "360" Aluminum Single Hung Window — L.M.I., approved on 09/03/15 and expiring on 05/05/20. E-3 Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 16-0125.08 Expiration Date: May 05, 2020 Approval Date: August 18, 2016 (sheet 1 Of 10) 1/2" (typ. flange) General Window Sections ® • 4} �Fy fir; Cperabtc Sash j� apl 9 =r m FRAME AND VENT DETAILS FOR GLASS TYPES 1 & 2. SEE SHEETS 3 & 4 FOR CAPACITIES. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Installotion Screws (Refer to sheets 5, 6 & 7 for spacing information) Window Width Ow) 3 9/16" e xterior Daylight Daylight Opng. Opng. 6" Max. 6" mox 3 9/16" SEE SHEETS 3 & 4 FOR GRASS OPTIONS (Optional) Window Width Window Width INSTRUCTIONS FOR USING CAPACITY CHARTS: STEP 1 STEP 2 STEP 3 STEP 5 STEP 6 (Optionol) DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW OPEMNG. DETERMINE THE CAPACITY OF THE WINDOW SIZE/CONFIGURATION/GLASS TYPE FROM CHARTS ON SHEETS 3 AND 4. DETERMINE THE ANCHOR CAPACITY FROM SHEET 7 FOR SINGLE OPENINGS, APPUCABLE TO ANCHORS TYPE A, B OR C SHOWN ON SHEETS 5 AND 6. IF ALUMINUM BUCKS ARE USED, VERIFY THE BUCK INSTALLATION CAPACITY FROM SHEET B. FOR UNCLIPPED MULLED WINDOWS DETERMINE MULLION/MULLION ANCHORS CAPACITY FOR 1X4 TUBE MULLION FROM CHARTS ON SHEET B. IF ALUMINUM BUCKS ARE USED DETERMINE BUCK ANCHORING REQUIREMENTS FROM CHARTS ON SHEET 10. THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN PRESSURES OBTAINED FROM STEP I. O SERIES '360' ALUMINUM SINGLE HUNG 19INDOIY APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL Typical Elevation PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0125.08 WILL APPLY TO ENTIRE SYSTEM. Expiration Date 05/05/2020 By Mlami-Da Product Control • • ♦IRS•PRODUCc HAS•BLTN ipESikNED 4tJ0 TESTED TO COMPLY WITH THE • REQIIREUENT• O& 1142414 aFDIf0N) FLORIDA BUILDING CODE • WCLEOINC Il R /ELTSL1Y 'HMO E ZONE (HALL). • • WOOD B`ICn. B Oi • Mr BE•INCHORED PROPERLY TO TRANSFER •TFC• (tpe ona0 • • d 4IS TO • • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BSE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. Standard 12 Psf Sill • • Optional 15 PSF Water Bar Adaptors • • Con not be used with lock type • ••• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAJLS ARE • • •NOT PART•OF TMS) A 'PR0VAL• • • • A LOAD•0U4SION•I!REASE IS USED fN LLSIGN OF ANCHORS INTO WOOD ONLY. • MA ERIALS• IRCLADING BU NOTUJMITEj • STEEL/METAL SCREWS, THAT • COME II� t� tONRACTWRH OIiIER DISilMI MATERIALS SHALL MEET THE REQUIJ N1S OI•THE 2014•FiQRIDA 9u LNG CODE. ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• 00 •• • • • •• •• • • 000 • • Erpr: 4AVAD AI4MAD CM. FIA. PErI 70592 CAN L 538 JAN 2 25 FAX 71 n a 8 s 5 5 5 3, 8 a 8 8 8 h 0 u c ^ a E a .4 drowing no. W05-04 II Surface Applied Munms (Optional) ____IL I 1) O I_____,1 r„.......5. _ Typical Elevation PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0125.08 WILL APPLY TO ENTIRE SYSTEM. Expiration Date 05/05/2020 By Mlami-Da Product Control • • ♦IRS•PRODUCc HAS•BLTN ipESikNED 4tJ0 TESTED TO COMPLY WITH THE • REQIIREUENT• O& 1142414 aFDIf0N) FLORIDA BUILDING CODE • WCLEOINC Il R /ELTSL1Y 'HMO E ZONE (HALL). • • WOOD B`ICn. B Oi • Mr BE•INCHORED PROPERLY TO TRANSFER •TFC• (tpe ona0 • • d 4IS TO • • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BSE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. Standard 12 Psf Sill • • Optional 15 PSF Water Bar Adaptors • • Con not be used with lock type • ••• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAJLS ARE • • •NOT PART•OF TMS) A 'PR0VAL• • • • A LOAD•0U4SION•I!REASE IS USED fN LLSIGN OF ANCHORS INTO WOOD ONLY. • MA ERIALS• IRCLADING BU NOTUJMITEj • STEEL/METAL SCREWS, THAT • COME II� t� tONRACTWRH OIiIER DISilMI MATERIALS SHALL MEET THE REQUIJ N1S OI•THE 2014•FiQRIDA 9u LNG CODE. ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• 00 •• • • • •• •• • • 000 • • Erpr: 4AVAD AI4MAD CM. FIA. PErI 70592 CAN L 538 JAN 2 25 FAX 71 n a 8 s 5 5 5 3, 8 a 8 8 8 h 0 u c ^ a E a .4 drowing no. W05-04 sheet 1A of 10) onOperable Sash Below d' M:aTOM FRAME AND VENT DETAILS FOR GLASS TYPES 3, 3A, 4 AND 4A. SEE SHEETS 3A & 4A FOR CAPACITIES. OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE GLASS TYPES. exterior Daylight Opening Window Width Glazing of Insulated Laminated Standard 12 Psf Sill Installation Screws (Refer to sheets 5, 6 & 7 for spacing information) Window Height Typical Elevation PRODUCT REVISED as complying with the Florida Building Coda Non -No. 16-0125.08 Expiration Data 05/05/2020 ••• ••• • • • • • •• BY • • • Miami -0 Product Control • • • •• ••• • • •• • • • •• • ••• • ••• • •• • • Optional 15 PSF Water Bar Adaptor • • • • • • • • •• • • Con not be used with lock type ® • • • • • • • • • • • • ••• • • ••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 8 J M SINGLE HUN U FAX. (305) 593-6592 0 8 4 G 6 5 2 S 8 g w 1 8 drawing no. W05-04 Bill of Materials ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER REMARKS 1 W23201NG AS REQD. WOOL PILE WITH CENTER SOFT RN (GRAY) PILE ULTRAFAB/SCHLEGEL 2 CGI -612P AS REQD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC tXIHUSIONS CONTINUOUS AT INTERLOCK 3 #146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 4 N/A AS REQD. GLAZING GLASS VARIES 5 N/A 1 COMPLETE SCREEN ALUM/MESH 6 CGI -615C & 616C 1 OR 2 COMBINATION EGRESS LOCK AND LIFT/PULL ATTACHED W/(2) #8 X 5/8" FH SMS ZINC CUSTOM CASTING 1 0 WDWS. 28" WIDE & SMALLER 2 0 WDWS. OVER 28" WIDE 7 A30700 & C30705 1 OR 2 OPTIONAL SWEEP LOCK & KEEPER (replaces item 6) ATTACHED W/(4) #6 X 5/8" FH SMS ZINC TRUTH HARDWARE OR EQUIV. 1 0 WDWS. 28" WIDE & SMALLER 2 0 WOWS. OVER 28" WIDE B 18 -11 -XX -100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV.1 0 WDWS. 28" WIDE & SMALLER 2 0 WDWS. OVER 28" WIDE 9 CGI -614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING 10 VARIES 2 BALANCES (B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED 11 CGI -617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB 12 CGI -618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS 14 CGI -613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT 15 CGI -619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING 16 CGI -622N 2 BOTTOM GUIDE/CUP AT OPERABLE VENT NYLON CUSTOM CASTING 17 CGI -620C & 621N 2 CARRIER SYSTEM ZINC TO TNG • C44 kl•s I OPTIONAL - BALANCE ATTACHES TO IT 18 N/A 16 VENT ASSEMBLY SCREWS S/S • :VARIES• • • • + its X 1 1/4" PH SMS (2 PER CORNER) 19 N/A 12 FRAME ASSEMBLY SCREWS S/S • NES •• * r • 10 X 1 1/4" PH SMS (2 PER CORNER) 20 CGI -382V AS REQD. VINYL BULB PVC •• •PRoTdf fFt RAMC BKiR' 1. IONS • • • 21 VARIES AS REQD. STUCTURAL SILICONE SILICONE 3 SILICONES GE -1200, GE -2000, & DOW 995 22 CGI -632 1 OR 2 COMBINATION EGRESS W8 LOCK & LIFT/PULL ATTACHED W/(2) #8 X 5/8" FH SMS ZINC • CU I M CASTING! 14(F0: MN H y/AT•EAL}kR) : 1 0 WDWS. 28" WIDE & SMALLER 2*•ew DWS. OVER 28" WIDE 23 - 2/ LITE SETTING BLOCKS EPDM • • • • • •. — •• _ • • 9. D Y RO ETER 8515 SHORE A ••• • •• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0125.08 Expiration Date 05/05/2020 By MIa Product Control Engr. DAVID AHNAD CML FIA PE # 70592 N. 3538 J N ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • O 0 w s � c J °FIN.' E c W C z� FAX. (305) 593-6592 i m a a 3 8 8 c R drawing no. W05-04 sheet 2 of 10) ••• • • • • ••• • • • • • • • •• •• • • ••• • •• • • • • • • • • • • • •• •• • • • • •• • ••• • • U .111 3.572 S ilhl 3.597 IN/ ++ +n AL-FAROOQ CORPORATION ENGINEERS & PRODUCE' DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 TEL (305) 264-6100 FAX. (305) 262.6979 COMP -ANL \W00 8o .O80-- � c S r 1 F--3.452 600-Frome Head 6063-16 601 -Frame Sill 6063-76 1602-Frome Jamb 6063-T6 VENT SHAPES TYPES & 1626 { c 1.701 FOR GLASS 1 2 m I T1.520— .085 n N . - .060 — _� 080 o N N .090 '' 616 [SERIFS '360' ALUM SINGLE HUNG WDW. (LM.IIS.M.L))fl CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 � TEL (305) 593-6590 FAX. (305) 593-8592 I� 1.701--{ I 77R 832-{ 604-Hori2. Roil 605 -Fixed Intick. 6063-76 606 -Moving Intick 607 -Side Rail 6063-T6 609-Glzg. Bead 6063-25 6063-16 6063-76 2,126 VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A ^1.328—-1.326--1 F.066 .070- c -1 777-1 1. �32 .085 2.307 �� ^�,� tl U 2.507 2.040 -1 -.256 -1.636 I_ .080- 3. 34 1.328 } 1.632 .062 Iii1 .940 !� II .960 4.[1L_o i _Ad 1 .070 L1.658 1-.950-1-1 I i--. V --.950-I 1--.957-1 `oa 5 o 3 0 3 $ , T W Pis ' �` 0 ,.701 629-Glzg. Beod 630-Glzg. Bead 625-Hariz. Rail 6063-T6 626 -Fixed Intick. 6063-76 627 -Moving Intick 6063-T6 628 -Side Roil 6063-T6 6063-T6 Por Gloss Types 4 & 4A 6063-36 For Gloss Types 3 & 3A .135 .325 PRODUCT yIgwEith the FloridaD Building Code - NOA-No. 16-0125.08 ""n dl000 o d W 80 LL S 1.94 expiration Date 05/05/2020 c —J ••• ••• • • • • • •• By / BM- n 3.155 • • Product Control • •• • • • • � 01 . �--, 1 9 ,--� 1 b '. . .075 • • • • • • • • • • • • J- En9r. JAVAD AHMAD CNL M. PE /70582 OAN. 5578 . .375I • ••• •• ••• • • • • • • • ••• • • • • • • 0 ) drawing no. W05-04 611-Wa erbor 6063-T5 631-Woterbor 6063-T5 • • • • • • • • • • • • • • •• • • • • • • • 4,1L016 sheet 2A of 10 ) • ••• • • • • ••• • • • • • • • •• •• • • ••• • •• • • • • • • • • • • • •• •• • • • • •• • ••• • • 1/8" Ann. Glass .090" Interlayer SentryGlos By 'Kuraroy Americo. Inc.' .075" Interlayer Sofle: CP With PET Core By 'Eastman Chemical Co.' .100' Interlayer Sallee HP Clear or Color Glass By 'Eastman Chemicol Co.' 1/8' Ann. Glass Silicone GE -1200 GE -2000 DOW -995 At /4 Pants On Utes Wider Thon 36' Gloss Type "1a 5/16" Nominal Gloss Annealed/Annealed m N \ o v 1/8" HS Gloss .090" Interloyer • SentryGlos By 'Kuraray America, Inc.' .075" Interloyer Salle: CP With PET Care By 'Eastman Chemicol Co.' 100" Interloyer Soles HP Clear or Color Glass By 'Eastmon Chemicol Co.' 1/8" HS Gloss Silicone GE -1200 GE -2000 DOW -995 At /4 Points On Utes Wider Than 36" Glass Type "2" 5/16" Nominal Glass HS/HS EQUAL LITES WINDOWS EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF DESIGN IAAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE '1' GLASS TYPE '2' WINDOW DIMS. GLASS TYPE '1' GLASS TYPE '2' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) 24" 30' 32" 36" 42" 48" 54" 48" 100.0 210.0 100.0 210.0 24' 53-1/8' 100.0 161.9 100.0 210.0 30' 19-1/9" 100.0 118.8 100.0 120.0 100.0 210.0 100.0 210.0 32' 100.0 100.0 111.9 100.0 120.0 100.0 210.0 100.0 210.0 36" 96 100.0 101.5 100.0 120.0 100.0 180.0 100.0 210.0 42" 26-1/2"50-5/8" 85.4 85.4 100.0 120.0 100.0 144.0 100.0 210.0 48" 100.0 76.2 76.2 100.0 120.0 100.0 120.0 100.0 200.0 54" 100.0 68.9 68.9 100.0 120.0 100.0 102,9 100.0 171.4 24' 30" 32" 36' 42' 48' 54' 60^ 100.0 210.0 100.0 210.0 24" 53-1/8' 100.0 142.4 100.0 210.0 30" 19-1/8' 100.0 102.2 100.0 120.0 100.0 199.7 100.0 210.0 32"108" 100.0 94.9 94.9 100.0 120.0 100.0 190.3 100.0 210.0 36" 82.0 85.9 85.9 100.0 120.0 100.0 164.3 100.0 210.0 42" 26-1/2' 75.3 75.3 100.0 120.0 100.0 128.0 100.0 210.0 48" 110010 68.6 68.6 100.0 120.0 100.0 104.7 100.0 120.0 88.6 88.6 100.0 120.0 24" 100.0 120.0 100.0 120.0 30" 90.7 90.7 100.0 120.0 24" 30' 32' 36" 42" 48' 54" 72- 100.0 201.1 100.0 210.0 32" 120" 83.6 83.6 100.0 120.0 100.0 162.1 100.0 210.0 36" 75.9 75.8 100.0 120.0 100.0 167.6 100.0 210.0 42" 66.4. 66.4 100.0 120.0 100.0 150.7 100.0 210.0 100.0 120.0 100.0 120.0 96.0 96.0 100.0 120.0 80.0 80.0 100.0 120.0 24' 30" 32" 36" 42' 48" 54' 94 100.0 179.1 100.0 210.0 100.0 143.4 100.0 210.0 100.0 135.3 100.0 210.0 100.0 120.0 100.0 120.0 100.0 106.1 100.0 120.0 85.6 85.6 100.0 120.0 74.8 74,8 100.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300-09 (3 SEC. GUSTS) AND FLORIDA 8UI1D1NG COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 Supplemental Test Results for: Air Infiltration - Water Leakage Resistance - Forced Entry Test Type and Method Results Air Infiltration Test (ASTM -E283) CO 1.57 psf pressure differential 0 6.24 psf pressure differential PASSED ( .044 C.F. / Min / Sq Ft ) PASSED ( .076 C.F. / Min / Sq Ft ) Water Leakage Test (ASTM -E331) without woterbor adoplor with woterbor odoptor No leakage allowed PASSED 0 12.0 PSF PASSED 0 15.0 PSF Forced Entry Resistance test (ASTM F588 & Grade 10) PASSED EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF IYINDOW DIMS. GLASS TYPE '1' MUSS TYPE '2' WIDTH HEIGHT EXT.(+) tNT.(-) EXT.(+) 1 NT.(-) 19-1/8" 100.0 210.0 100.0 210.0 26-1/2' 100.0 210.0 100.0 210.0 37" 28" 100.0 210.0 100.0 210.0 53-1/8' 100.0 171.1 100.0 210.0 19-1/9" 100.0 210.0 100.0 210.0 26-1/2"38-3/8" 100.0 210.0 100.0 210.0 37" 100.0 197.2 100.0 210.0 53-1/8' 100.0 124.1 100.0 206.9 19-1/8' 100.0 210.0 100.0 210.0 26-1/2"50-5/8" 100.0 210.0 100.0 210.0 37" 100.0 166.3 100.0 210.0 53-1/8" 100.0 101.2 100.0 168.7 19-1/8' 100.0 210.0 100.0 210.0 26-1/2"63" 100.0 207.5 100.0 210.0 37' 100.0 154.9 100.0 210.0 53-1/8' 88.1 88.1 100.0 120.0 19-1/8' 100.0 210.0 100.0 210.0 26-1/2" 100.0 181.5 100.0 210.0 37" 72, 100.0 146.8 100.0 210.0 53-1/8" 82.0 82.0 100.0 120.0 19-1/8' 100.0 210.0 100.0 210.0 26-1/2' 100.8 .1714 •IOIQ 410.0 t 37" 76, 101.0 136.8 110010 lE10. 53-1/8" 80. mg, :10m 320 - • • • •• • • • • • • • • • ••• • •• ••• •• • • • •• 41 values shown are Design PSF (Pounds per Square Foot) • VANES FOR FIXTERIOR•LOADS(+) •SH0VI ARE • • F• SILL W1ATER84R ADAPTER • • ••• F• wirkpovN, 0ET WATERJ3A•F: ADA•PT. R • LINNi EXTERIOR �.0rpS •TO 15.0 PSF • •• • width 0 0' W Equal Lite Window PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0125.08 Expiration Date 05/05/2020 By Miami- de Product Controf- En9n JAVAD AHMAO UAL FIA. PE 70592 �rGA.N. 538 JA1� 21 2616 t)y�U n U 3 6 F s C FAX. (305) 593-6592 n 0 8 a 8 8 F ••• • • • • ••• 1 • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Browing no. W05-04 sheet 3 of 10 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) MD FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSP WINDOW DIMS. GLASS TYPE '3 LASS TYPE '3A' CLASS TYPE '4' LASS TYPE '4A' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24" 30' 32" 36" 42" 48" 54" 100.0 2100 100.0 210.0 100.0 210.0 100.0 210.0 48 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 208.2 100.0 210.0 100.0 210.0 100.0 210.0 100.0 175.9 100.0 200.0 100.0 200.0 100.0 200.0 100.0 158.6 100.0 171.4 100.0 171.4 100.0 171.4 100.0 139.5 24" 30" 32" 39" 42" 48" 54" 60 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 202.2 100.0 210.0 100.0 210.0 100.0 210.0 100.0 174.5 100.0 210.0 100.0 210.0 100.0 210.0 100.0 153.8 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 106.3 24" 30" 32' 36' 42" 48" 54" 72 100.0 210,0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.2 100.0 210.0 100.0 191.2 100.0 210.0 100.0 178.0 100.0 210.0 100.0 198.4 100.0 210.0 100.0 160.1 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 109.5 100.0 120.0 100.0 120.0 100.0 120.0 90.5 90.5 24" 30" 32" 38" 42" 48" 54" B4 100.0 210.0 100.0 210.0 100.0 210.0 100.0 190.2 100.0 210.0 100.0 210.0 100.0 210.0 100.0 152.3 100.0 210.0 100.0 210.0 100.0 210.0 100.0 143.7 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 112.7 100.0 120.0 100.0 120.0 100.0 120.0 90.9 90.9 100.0 120.0 100.0 120.0 100.0 120.0 80.8 80.6 24" 30" 32" 36' 42" 48" 54' 96 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 118.9 100.0 120.0 100.0 120.0 100.0 120.0 100.0 107.8 100.0 120.0 100.0 120.0 100.0 120.0 90.8 90.8 100.0 120.0 100.0 120.0 100.0 120.0 80.9 60.9 100.0 120.0 100.0 112.8 100.0 120.0 73.2 73.2 24' 30" 32"108" 36" 42" 48" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 151.2 100.0 120.0 100.0 120.0 100.0 120.0 100.0 108.6 100.0 120.0 100.0 120.0 100.0 120.0 100.0 100.8 100.0 120.0 100.0 120.0 100.0 120.0 91.2 91.2 100.0 120.0 100.0 120.0 100.0 120.0 80.0 80.0 100.0 120.0 100.0 112.2 100.0 120.0 72.9 72.9 24" 30" 32" 36" 42" 120' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 96.4 96.4 100.0 120.0 100.0 120.0 100.0 120.0 88.8 88.8 100.0 120.0 100.0 120.0 100.0 120.0 80.6 80.6 100.0 120.0 100.0 114.1 100.0 120.0 70.6 70.6 3/16" HS .090" Inlerloyer SentryGlos By Kuraray Americo, Inc.' .075" Interlayer Soflcx CP With PET Core By 'Eastman Chemicol Co.' .100" Interloyer' Soles HP Clear or Color Gloss By 'Eastman Chemical Co.' 11111111 II11111 3/16" HS Silicone GE-1200 DOW 995 At 1/4 Points On L,tes Wider Ttwn 36" Glass Type "3" 1/8" HS 3/8" Air Space 1/8" H.S. GLASS OR 1/8" TEMP. GLASS XL EDGE SPACER 5T. STEEL BY 'CARDINAL' OR DURASEAL 8Y 'QUANEX' OR UPER SPACER BY 'QUANEX' .090' Interlayer SentryGlas By 'Karam), America, Inc." .075' Intedoyer Sofiex CP With PET Core By 'Eastman Chemicd Co.' .100" Interloyer Saflex HP Clear or Color Glass By 'Eostrnon Chemicol Co.' 1/8" HS Silicone GE -1200 GE -2000 DOW -995 At 1/4 Points AN Sizes Gloss Type "4" .090' Interlayer SentryGl as By 'Karoray Americo, Inc.' 075" Interlayer 3/16" AN - sonex CP With PET Core By 'Eastman Chemicol Co.' .100" Interlayer Wes HP Clear or Color Gloss By 'Eastman Chemicol Co.' Ot)t Glass Type "3A" 1/8" ANN 3/8" Air Space 1/8" ANN. CLASS OR 1/8" TEMP. GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' Oft DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSP WINDOW DIMS. GLASS TYPE '3' GLASS TYPE '3A' GLASS TYPE '4' GLASS TYPE '4A' WIDTH HEIGHT EXr.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) EKT.(+) 1NT.(-) 19-1/8" 26-1/2"26" 37" 53-1/8" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 19-1/8" 26-1/2"38-3/8" 37" 53-1/8" 100.0 210.0 100.0 210,0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 i 100.0 210.0 100.0 210.0 100.0 208.9 100.0 206.9 100.0 206.9 100.0 206.9 19-1/8" 26-1/2" 37" 53-1/8" 50-5/8" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 193.1 100.0 168.7 100.0 168.7 100.0 168.7 100.0 131.7 19-1/8" 26-1/2" 37" 53-1 /8" 19-1/8" 26-1/2" 37" 53-1/8" 19-1/8" 26-1/2' 37" 53-1/8" 63" 72" 76" 100.0 210.0 100.0 210.0 10.•0.0 210.0 100.0 210.0 100.0 210.0 100.0 210.010.! !Mt 170.0• 2101 100.0 210.0 100.0 181.9 0100.0 210.• 10910• 1=7.6: 100.0 100.0 120.0 210.0 100.0 100.0 120.0 210.0 17%0 0110.0 1/6:10.d. I80a 1000) 104.50 211,0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 192.9 100.0 210.0 100.0 196.5 100.0 210.0 100.0 156.0 100.0 100.0 120.0 210.0 100.0 100.0 120.0)1004pe,,120.0 210.0 0100.0• 210.0 944, 400.4 94.6 '164._ 100.0 210.0 100.0 210,2 • 100.0 210 •00.4 180.1 100.0 210.0 100.0 199,,8 100.00 •210.0 1 . 45.1 100.0 120.0 100.0 1 1I • 100.0• 120.0 •60.3 8813 3/16" ANN Silicone GE -1200 GE -2000 DOW -995 At 1/4 Points On Lites Wider Than 36" .090" Interlayer SentryGlos By 'Kuraray America, Inc.' .075" Inlerloyer Saflex CP With PET Core By 'Eastman Chemical Co.' .100" Interloyer Soflex HP Clear or Color Gloss �'�Il�� Eastman Chemicol Co.' A� 1/8" ANN !-, � 66 -one i �-=_' GE -1200 GE -2000 �� DOW -995 ® N 1/4 Points NI Sizes Gloss Type "4A" NOTE, width TO QUAUFY FOR SMALL MISSILE IMPACT RATING THE EXTERIOR PANE FOR GLASS TYPES "4" AND "4A" MUST BE TEMPERED GLASS. 0 0' LJ 3 W Equal Lite Window All values shown are Design PSF (Pounds per Square Foot) VALUES FOR EXTERIOR LOADS(+) SHOWN ARE • • FOR. SILL WITH WATERBAR ADAPTER FIR WINDOWS WITHOUT WATERBAR ADAPTER • • • LIM/I EXTERIOR(+) LOADS TO 80.0 PSF • • • • • • • PRODUCT REVISED as complying with the Florida Building Code N: A -No 16-0125.08 • 81epidttiorb to 05/05/2020 • •B„ �` JAN f • MI• le Product Control • •• Envr.. JAVAD AHMAD CML FIA. PE / 70592 C.A.N.38 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • •• Nq C m a id U y �N o 61 41 rt 0 N7 5 - 30 p 8210 JUR °aat5g v 8883 .o 0 0 0 I3 8 drawing no. W05-04 (sheet 3A of 10 1/8" Ann. Glass 1/8" HS Glass .090" Interlayer .090" Interlayer SentryGies SentryGlos By 'Kuroroy Americo, Inc.' By 'Kuraroy Americo, Inc.' .075" Interlayer Sonex CP Wilk PET Core By 'Eosiman Chemicol Co.' .100" Interlayer Soflex HP Clear or Color Gloss /� By 'Eostmon Chemicol Co.' 1/8" Ann. Glass tw m Silicone \ s •-• GE -1200 IN 2 q�,GE-2000' DOW -995 cL. At /4 Points On Otes Wider Thon 36" Gloss Type "1" 5/16" Nominal Gloss Annealed/Annealed UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW D1MS. TOP VETIT HEIGHT GLASS TYPE '1' GLASS TYPE '2' 810111 HEIGHT EXT.(+) 1M.(-) EXT.(+) INT.(-) 24" 19-1/9" 100.0 161.9 100.0 210.0 30" 26-1/2' 100.0 118,8 100.0 120.0 32'100.0 37" 96" (µ4X.) 48" 111.9 100.0 120.0 38" 96_ (MAX.) 48 100.0 101.5 100.0 120.0 85.4 65.4 100.0 120.0 42" 210.0 100.0 48" 26-1/2" 108' 78.2 76.2 100.0 120.0 54" 37' (.) 68.9 88.9 100.0 120.0 24" 19-1/8" 100.0 142.4 100.0 210.0 30° 26-1/2" 120" 100.0 102.2 100.0 120.0 32" 37' ("X') 94.9 94.9 100.0 120.0 36" 108' 54 85.9 85.9 100.0 120.0 42" -) 120" 75.3 75.3 100.0 120.0 49" 37' (.) 68.8 68.6 100.0 120.0 24" 19-1/8" 120" 100.0 120.0 100.0 120.0 30" 26-1/2' (MAX.) 90.7 90.7 100.0 120.0 32" 120' 60' 83.9 83.6 100.0 120.0 36" (MAX') (MAX.) 75.9 75.9 100.0 120.0 42" 19-1 /8' 120" 56.4 66.4 100.0 120.0 24" 26-1/2" (MAX.) 100.0 120.0 100.0 120.0 30'120" 01.7 81.7 100.0 120.0 32" ow) 66" 77.7 77.7 100.0 120.0 38" 67.4 67.4 100.0 120.0 24' 100.0 113.6 100.0 120.0 30" 120" 72" 77.1 77.1 100.0 120.0 70.1 70.1 100.0 120.0 32' (µAE,) 36' 60.3 60.3 100.0 120.0 24" 100.0 120.0 100.0 120.0 30" 120' 76" 71.2 71.2 100.0 120.0 32" (MAX') 63.8 63.8 100.0 120.0 24" 120"_ 100.0 120.0 100.0 120.0 30' (MAX.) 84 66.6 66.6 100.0 120.0 II �1tSilicone �• � GE -11200 II..GE -DOW -9952000 At /4 Points On Dies Wider Thon 36" 075" Interloyer Soflex CP With PET Core By 'Eastman Chemical Co.' .100° Interlayer Soflex HP Cleor or Color Gloss By 'Eastnan Chemical Co.' 1/8" H5 Glass Glass Type "2" 5/16" Nominal Gloss HS/HS All values shown are Design PSF (Pounds per Square Foot) UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 70P VENT GIASS TYPE '1' GLASS TYPE '2' WIDTH HEIGHT HEIGHT D(T.(+) 1NT.(-) EXT.(+) INT.(-) 19-1/9" 100.0 210.0 100.0 210.0 26-1/2' 100.0 138.5 100.0 210.0 37" 96" (µ4X.) 48" 99.3 99.3 100.0 120.0 53-1/8' 69.6 69.8 100.0 120.0 19-1/8' 100.0 210.0 100.0 210.0 26-1/2" 108' 54' 100.0 120.0 100.0 120.0 37' (.) 83.6 83.6 100.0 120.0 19-1/8" 100.0 210.0 100.0 210.0 26-1/2" 120" 60" 100.0 108.6 100.0 120.0 37' ("X') 73.7 73.7 100.0 120.0 19-1/8" 100.0 210.0 100.0 210.0 26-1/2' 120" 66' 99.5 99.5 100.0 120.0 37' (.) 65.7 65.7 100.0 120.0 19-1/8" 120" 100.0 210.0 100.0 210.0 26-1/2' (MAX.) 72" 93.9 93.9 100.0 120.0 19-1/8' 120" 100.0 120.0 100.0 120.0 26-1/2' (MAX.) 78" 88.0 88.0 100.0 120.0 19-1 /8' 120" 100.0 120.0 100.0 120.0 26-1/2" (MAX.) 84, 79.8 79.8 100.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Supplemental Test Results for: Air Infiltrotion - Water Leakage Resistance - Forced Entry Test Type and Method Results Air Infiltration Test (ASTM -E283) O 1.57 psf pressure differential O 6.24 psf pressure differentiol PASSED ( .044 C.F. / PASSED ( .076 C.F. / Min Min / Sq Ft ) / Sq Ft ) Water Leakage Test (ASTM -E331) without weterbar adaptor with woterbar adoptor No leakage allowed PASSED 0 12.0 PSF PASSED 0 15.0 PSF Forced Entry Resistance test (ASTM F588 & Grade 10) PASSED •• ••• • • • • • • • • .08 • • •• • 9 • • • • • • e} • • • • • • •• ••• •• • • • • • • • ••• • • • • This Lite must be • • • • Equol to or smaller • ••thd1i the•T•pe Lite • • • • • • • • • • • • • ••• • • • • • • • 9_,• . • • 1•4Jnegi.jpl �ite Window ••• • a •• • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0125.08 Expiration Date 05/05/2020 By Miami -0 a Product Control VALUES FOR EXTERIOR LOADS(+) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR(+) LOADS TO 80.0 PSF I width •• :Top Vent •• • • a O ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• JAN 2 fa4"V a ha R K 9 05 8o A I drawing no. W05-04 sheet 4 of 10 PRODUCT REVISED as complying with the Florida Building Coe1. NOA-No. 16-0125.08 Expiration Date 05(0512020 ey Mi r11F ado Product Control NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSP WINDOW DIMS. WIDTH HEIGHT TOP VENT HEIGHT 91ASS TYPE '5' GLASS TYPE '3A' GLASS TYPE '4' GLASS TYPE '4A' EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) EXr.(+) INT.(-) EXr.(+) 1NT.(-) 24" 30" 32' 36" 42' 48' 54' 96" (MAX.) 48" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 118.9 100.0 120.0 100.0 120.0 100.0 120.0 100.0 107.8 100.0 120.0 100.0 120.0 100.0 120.0 90.8 80.8 100.0 120.0 100,0 120.0 100.0 120.0 80.9 80.9 100.0 120.0 100.0 112.6 100.0 120.0 73.2 73.2 24" 30" 32" 38" 42" 48" 108" (MAX.) 54 100.0 210.0 100.0 210.0 100.0 210.0 100.0 151.2 100.0 120.0 100.0 120.0 100.0 120.0 100.0 108.6 100.0 120.0 100.0 120.0 100.0 120.0 100.0 100.8 100.0 120.0 100.0 120.0 100.0 120.0 91.2 912 100.0 120.0 100.0 120.0 100.0 120.0 80.0 80.0 100.0 120.0 100.0 112.2 100.0 120.0 72.9 72.9 24' 30" 32' 36' 42" 120" (MAX.) 60" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 96.4 96.4 100.0 120.0 100.0 120.0 100.0 120.0 88.8 88.8 100.0 120.0 100.0 120.0 100.0 120.0 80.6 80.8 100.0 120.0 100.0 114.1 100.0 120.0 70.6 70.6 24" 30' 32" 36" 120" (MAX) 88" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 86.8 88.8 100.0 120.0 100.0 120.0 100.0 120.0 82.6 82.6 100.0 120.0 100.0 120.0 100.0 120.0 71.6 71.6 24" 30" 32" 36' 120" (MAX) 72" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 81.9 81.9 100.0 120.0 100.0 120.0 100.0 120.0 74.5 74.5 100.0 120.0 100.0 120.0 100.0 115.2 64.0 64.0 24" 30" 32" 120^ (MAX.) 76" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 75.6 75.6 100.0 120.0 100.0 120.0 100.0 120.0 67.8 67.8 24" 30" 120" (MAX) 64" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.D 100.0 120.0 100.0 120.0 100.0 120.0 70.7 70.7 3/16" HS .090" Interlayer SentryClas By 'Kuroray Americo. Inc.' .075" Interloyer Sofres CP With PET Coro By 'Eastman Chemical Co.' .100" Interloyer Sxflex HP Clear or Color Gloss By 'Eastman Chemical Co: Li 11111 3/16" HS Silicone Ail DOW 995 ® At 1/4 Points On Lacs Wider Thon 36" Glass Type "3" 1/8" HS 3/8" Air Space 1/8" H.S. GLASS OR 1/8" TEMP. GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'GUARD(' OR SUPER SPACER BY 'QUANEX' .090" Interlayer ScntryGlas By Kuroray Americo, Inc' .075" Interloyer Soflex CP With PET Core 1/8" ANN. GLASS By 'Eastman Chemical Co.' OR .100" Interlayer 1/8" TEMP. GLASS Soflex HP Clear or Color Gloss By 'Eastman Chemical Co.' 3/16" AN .090" Irlterloyer -SentryGlas By 'Kuroray Americo, Inc' .075' Interlayer - Sollex CP With PET Core By 'Eastman Chernicol Co.' .100" Interloyer - Saflex HP Clear or Color Gloss By 'Eostmon Chemical Co.' Gloss Type "3A" 1/8" ANN 3/8" Air Space Glass Type "4" XL EDGE SPACER 1/8" HS ST. STEEL BY 'CARDINAL' SiliconeOR GE -1200 DURASEAL BY 'GUARD( GE -2000 OR DOW -995 SUPER SPACER BY 'GUARD(' At 1/4 Points An Sizes Glass Type 3/16" ANN Silicone GE -1200 GE -2000 DOW -995 At 1/4 Points On Lite, Wider Than 36" .090' Interloyer SentryGlos By 'Kuroray Americo, Inc' .075" Interloyer Safiex CP With PET Core By 'Eastmon Chemical Co.' .100" Interlayer Softex HP Clear or Color Gloss 111 o llEastman Chemical No.' 1/8" ANN I Silicone , GE-120GE-2000 � DOW -995 ® At 1/4 Pants An Sizes "4A" UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. TOP VE14T GLASS TYPE '3' GLASS TYPE '36` GLASS TYPE '4' GLASS TYPE '4A' WIDTH HEIGHT HEIGHT DT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) ANL(-) EXT.(+) 1NT.(-) 19-1/8' 26-1/2" Sr 53-1/8' 96" (MAX) 48" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 147.1 100.0 120.0 100.0 120.0 100.0 120.0 100.0 105.5 100.0 120.0 100.0 114.4 100.0 120.0 74.2 74.2 19-1/8- 26-1/2" 37" 108" (') 54" 100.0 210.0 - 100.0 2100 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 88.6 88.8 19-1/6" 26-1/2" 37' 120' (MAX.) 60" 100.0 210.0 100.0 204.2 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 115.4 100.0 120.0 100.0 120.0 100.0 120.0 78.3 78.3 19-1/8" 26-1/2" 37" 120" (MAX.) 66" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 105.7 100.0 120.0 1.•00.0 120.0 100.0 120.0 69.8 69.8 19-1/8" 28-1/2" 120' (MAX.) 72^ 100.0 210.E •100.0..2ip.0� 10;0.010.0 •100112 M. 100.0 120.5 100.0 110.0 002.0 •12%0 •99 •99.8 19-1/8' 26-1/2" 120" (MAX.) 79^ 100.0 210.0 •W0.0-1'210.011. 1 t .0 62150 0121000 253.3 100.0 120.0 0103.0 11140.0 IMO X20 0 p 94 ,9.1.S 19-1/8" 26-1/2" 120" (MAX.) 84" 100.0 210.0 100.0 218.0 100.0 210.0 100.0 163.5 100.0 120.0 100.0 120.0 100.0 120.0 64.8 84.8 NOTE TO QUALIFY FOR 51AALL MISSILE IMPACT RATING THE EXTERIOR PANE FOR GLASS TYPES "4" AND "48" MUST BE TEMPERED GLASS. This Lite must be Equol to or smoller than the Top lite width Top Vent Unequal Lite Window • • • • All volueis shin •.ore Design PSF Pounds per Square Foot) • • • • VALUES FQR E)XT!RIOR LOAD6(-44•SilOWN ARE • • FOR SULK j4I-4ATEgBAR A�1SAPIER• •.. • • FOR WINDOWS WIjHOUT ),YAIERB�4R SIDAPTER • LIMB ERTERIOR(+) LOADI•Tp 8 Q PSF Ergr. JAVAD AHMAO CML PE. 70592 538 1 2516 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • 000 • • 00 00 U 38 J x L./ P 0 0 8 0 v a 8 c ii S drawing no. W05-04 (sheet 4A of 10 Installation Type "A" w/ 1 x 4 Beveled P.T. Wood Buck 1 /4" Dia. Flat Head Uliracon Or Kwik–con (or equal) Buck bed in sealant (iyp) Seolant (tYp) 1 1/4" Min. 3 1/2" a Min. 2 3/4" I 1 x 4 Beveled P.T. Wood Buck (typ_) IMPORTANT NOTE: Wood Bucks must sustain loads imposed by glazing system and tronsfer them to the building structure. Optional Non–beveled Wood Buck (dotted) n Optional Pre–Cost Sill v " TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA UITRACON BY 'EI CO' (Fu=m 05, Fy=155 KSI) 1/4" DIA HILT] KWIK–CON II (Fu=153 KSI, Fym157 Ksi) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRA11ON INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE OR FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI–DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063–T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 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. C-90 FILLED BLOCK AT JAMBS fm = 2000 PSL MIN. Values for Installation Type "A" apply to the following installation types, with maximum shim space 1/4": 1– Using 1 by P.T. wood bucks, min. 3/4" thick, 2– Directly into masonry. without the use of wood bucks. 3– Directly into a steel or aluminum structure Min. 1/8" thick and using #14 Teks or Self drilling screws. StfUttu•es•nust 1e d%signild Jpy oltwrs to sustain the loads ay the witoA.• • • • • • • • • • • • IIRODUCT REVISED • • • gas complying with the Florida Building Code NOA No. 16-0125.08 Expiration Date 05/05/2020 • ••• • ••• • • • • • •,..„..-__ — • • • • • • i r • Product Control • • •• • • • • • • •• • • • • • • ••• • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 4100 • • imposed JAI' Engr: JAM AHI1AO CML FU. 70092 CA k 538 Alk 2 4„,u Z Q ; ow f a G 0 wN ( 0outm • M • a 3 n IOe o Jim 2 a 0 0 U t. N ti c M O A 0 Er) 0 MrRI me$ N M p M A c 6 czII §•0_,R U o g i P h 6R6; 9 8 H a o o u, e � C • drawing no.– W05-04 sheet 5 of 10 Installation Type "B" w/ 2 x 4 Beveled P.T. Wood Buck Buck bed in sealant (typ) 1/4" Dia. Flat Head Ultracon/Kwik—Con (or Equol) 1-1/2" Min. Wood Embed Sealant (tYP) 3 1/2" 1/4" max shim a )lin. 2 3/4' 2 x 4 Beveled P.T. Wood Buck (typ.) Optional Non—beveled Wood Buck (dotted) Optional Pre—Cost Sill Installation Type "C" based on wood penetration only using 1 x 4 or 2 x 4 wood bucks Buck bad in seolont (typ) 1/4" Dia. Flat Head Teks Or 1/4" Dia. Ultracon/Kwik—Con Fasteners x 4& 2 x 4 P.T. Wood Duck (typ) 1 1/2" Min. Total Wood Penetration • • • • • • • • •• • • • • See Installation Types "A" & "B" for 1 x 4& 2 x 4 P.T. Wood Buck Styles IMPORTANT NOTE: Wood Bucks must sustain loads imposed by glazing system and transfer them to the building structure. Optional Non—beveled Wood Buck (dotted) PReouar REVISED . • as complying with the Florida Building Code NOA-No. 16-0125.08 ERp•dlir.tiDate 05/P5/2QaQ• • • • • • Fit • • Ile de Rod uc•%nntgel •• • • • ••• • •• • • • • • • • • • • • • • • • • —a•-. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • 2 a 0 a 8 14 a 8 drawing no. W05-04 sheet 6 of 10 ANCHORS DESIGN LOAD CAPACITY - PSF N0. OF STD. HOLE PATTERN SPD. 1(016 PATTERN WINDOW DIMS. ANCHORS 1/0 ADDL. ANCHOR WITH ADDL ANCHOR WIDTH HEIGHT AT JAM EXT.(+) & INT.(-) EXP.(+) & Kr.(-) 24" 210.0 210.0 30" 4 210.0 210.0 32" 26" 210.0 210.0 36' 48" 4- 210.0 210.0 42" 201.8 210.0 48" 175.7 210.0 54" 4 147.2 206.4 24" 210.0 210.0 30" 193.7 210.0 32' 185.5 210.0 38" 80" 4 170.9 210.0 42" 152.9 191.2 48" 138.4 173.0 54" 126.3 157.9 24" 63' 4 210.0 210.0 30" 210.0 210.5 32" 210.0 210.0 36" 72' 6 201.8 210.0 42" 72" 181.6 210.0 48" 145.3 192.6 54' 117.2 175.7 24" 76" 6 210.0 210.0 30" 210.0 37" 189.5 210.0 32" 180.3 210.0 38" 84" 6 165.1 192.8 42" 148.2 173.0 48" 135.4 157.9 54" 111.2 145.3 24" 194.6 210.0 30" 161.4 188.3 32" 153.2 178.8 36' 96' 6 139.7 163.0 42" 124.5 145.3 48" 113.5 132.4 54" 104.8 122.2 24" 210.0 210.0 30" 187.5 210.0 32"108" 177.7 199.9 38" 8 181.4 181.6 42' 143.1 161.0 48' 129.7 145.9 24" 201.8 210.0 30" 166.0 186.8 32" 120' 6 157.2 1789 36" 142.4 160.2 42" 125.8 141.5 ANCHORS DESIGN WAD CAPACITY - PSF N0. OF VD. ROLE PATTERN STD. HOLE PATTERN WINDOW DIMS. maims11/0 ADOL ANCHOR WITH ADDL ANCHOR WIDTH HEIGHT AT JANE EXT.(+) & INT.(-) EXT.(+) & INT.(-) 19-1/8" 210.0 210.0 28-1/2" 4 210.0 210.0 37" 26" 210.0 210.0 5.3-1/5" 210.0 210.0 19-1/8' 210.0 210.0 28-1/2"3-3/8" 210.0 210.0 37" 4 210.0 210.0 53-1/8' 178.9 210.0 19-1/8" 210.0 210.0 26-1/2'50_5/8" 210.0 210.0 37' 4 208.1 210.0 53-1/8" 145.6 196.3 19-1/8" 210.0 210.0 26-1/2" 198.4 210.0 37" 63' 4 157A 196.7 53-1/5" 120.5 150.7 19-1/8' 210.0 210.0 26-1/2' 6 210.0 210.0 37' 72" 198.1 210.0 53-1/6" 120.6 178.7 19-1/8" 210.0 210.0 26-1/2" 76" 6 210.0 210.0 164.4 210.0 37" 53-1/8" 118.2 166.9 Installation Screws LOADS APPLY TO INSTALLATION TYPES A, B & C AND INTO ALUMINUM BUCKS FOR ALUMINUM BUCK INSTALLATION SEE SHEETS 9 AND 10. Addl. Anchor At Mtg. Stile Ends See Chart For Capocity •• ••• • • • • • • •• • • • • • • • • CGI Standord Hole Pattern, • ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • Refer to sheets 5 & 6 of 10 for description of instollatio�•tves A. B -C• • • •• • •• • ••• • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0125.08 Expiration Date 05/05/2020 By MIam1- Bir Mle Product Control Engo .19980 AHMAD CWK FIA PE 3Y 570092.'38 CAN. 4212 616 M ori o ulo 1.4 drawing no. W05-04 sheet 7 of 10 ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • •••• • ••• • • • •• •• (sheet 8 of 10) Vertical Mullion Performance Tributary Width - W1 + W2 2 For Window Performance, refer to sheets 3 or 4 Multiple Opening (2 or more windows) w/ 1 screw on each side of mullion Standard Installation 1" x 4" x 1/8" thk. Aluminum Tube Mullion (unclipped at ends) (Mull length = Wdw Height - 1") #14 x 3/4" FH Teks Or Self Drilling Scre Sc W1 W2 '889 L 8"max t� �3" Instollotil k/'L (tYD) maximum apon�,�I 1111 E - Q Q U / Multiple Opening (2 or more windows) w/ 1 screw on each side of mullion Standard Installation 1" x 4" x 1/8" thk. Aluminum Tube Mullion (unclipped at ends) (Mull length = Wdw Height - 1") #14 x 3/4" FH Teks Or Self Drilling Scre Sc W1 W2 '889 L 3"7114T--3" �3" V O `� r i maximus y' it Q 1 ; / Multiple Opening (2 or more windows) w/ 2 or 3 screws on each side of mullion High Load Installation (' = additional holes to be drilled by installer) MULLION DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH 24" 30" 32' 38' 42" 54' HEIGHT 48" ONE ANCHOR EACH SIDE ECT.(+) & 116T.(-) 150.0 T80 ANCHORS EACH SIDE EXT.(+) & Nr.(-) 210.0 THREE ANCHORS EACH SIDE EXT.(4) & INT.(-) 210.0 130.9 210.0 210.0 126.6 210.0 210.0 120.0 210.0 210.0 114.5 210.0 210.0 112.5 210.0 210.0 1128 210.0 210.0 Horizontal Mullion Performance For Window Performance, refer to sheets 3 or 4 Sealant (tyP) Sealant #14 x 1" FH Teks Or Self Drilling Screws n"=- 33 54" mMan 2 1 x 4" x 1/8" thk. Aluminum Tube Mullion (unclipped at ends (Mull length = Wdw Width - 1") MULLION DESIGN LOAD CAPACITY - PSF WINDOW DIMS. mum 24" 30' 32" 36" 42" 54' 861GNr 96 ONE ANCHOR EACH SIDE 1Xr.(+) & PIT.(-) 64.3 53.3 T60 ANCHORS EACH SIDE EXT.(+) & NU-) 128.6 105.7 THREE ANCHORS EACH SIDE F3a.(4) & Nr.(-) 140.7 114.1 50.6 101.2 107.9 48.2 92.3 98.8 41.1 37.5 82.3 75.0 84.5 76.1 34.8 69.6 69.6 24" 30" 32' 36" 42" 48' 54" 60' 112.5 210.0 210.0 96.0 192.0 210.0 92.0 184.1 210.0 55.7 171.4 210.0 79.1 156.2 210.0 75.0 160.0 210.0 24' 30' 32" 38' 42' 48" 108' 56.3 98.3 98.3 48.5 79.5 79.5 1----L--1 MULLION DESIGN ILIAD CAPACITY - PSF WINDOH DIMS. wars 53-1/8" 19-1/8' 26-1/2' 37" 53-1/8' 19-1/8' 28-1/2" 37" 93-1/8" HEIGHT 26' 38-3/9" 50 5/8' 0HE ANCHOR EACH SIDE EXT.(+) & 210.0 210.0 194.6 176.2 178.0 165.0 130.9 T80 ANCHORS HACH SIDE EXT.(+) & 210.0 210.0 210.0 210.0 210.0 210.0 210.0 THREE ANCHORS EACH SIDE EXT.(+) & INT.(-) 210.0 210.0 210.0 210.0 210.0 210.0 210.0 0 1 V FAX. (305) 593-6552 109.0 210.0 210.0 101.1 2D2.3 210.0 44.0 74.9 74.9 40.0 67.2 67.2 35.5 58.5 58.5 32.1 52.2 52.2 19-1/8" 28-1/2" 37' 53-1/8' 63" 126.8 210.0 210.0 98.3 196.6 210.0 78.7 157.4 210.0 67.0 133.9 200.9 72.7 145.5 210.0 24" 30" 32' 38" 42' 48" 54' 72 90.0 190.0 210.0 75.8 151.8 210.0 72.3 144.6 210.0 66.7 133.3 2000 24" 30' 32" 35" 42" 120' 50.0 71.4 71.4 41.1 57.6 57.6 38.9 54.2 54.2 35.3 48.5 46.5 19-1/8' 25-1/2" 37" 53-1/8" 72" 106.5 210.0 210.0 83.2 166.5 215.0 65.5 130.9 196.4 53.7 107.4 181.1 31.Z 42.2 42.2 60.5 121.0 181.5 58.3 112.5 188.8 53.3 108.7 160.0 24' 30" 32' 36' 42' 48" 54" 54 75.0 150.9 210.0 62.6 125.2 172.5 59.6 119.1 162.9 54.5 109.1 147.1 49.0 98.0 129.7 45.0 90.0 117.4 42.1 842 108.4 •• ••• • • • • • • • • • • • • • • • • • • • • • • PROMOS' REVISED • • as complying with the Florida Building Code NOA-No. 16-0125.08 19-1/8' 26-1/2" 37" 53-1/8" 76' 102.0 204.0 210.0 ns 155.9 210.0 80.9 121.5 162.7 49.3 98.7 148.0 • • • • • •• • • • • EntiratiumPinte 05/05/2920 • • • • • • • • ••• • • • • • me I--p•protect de C•ntrol• • • • • • ••• • •• • L• - En9r. ,UVAD AHMAO 01V6_ FL.. PE / 70592 CAN. 53B 212616 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • OFM N1 -292828 a 0 0 v S 8 drawing no. W05-04 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS EXT.(+) & INT.(-) PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS EXT.(+) & INT.(-) WINDOW 0009. ANCHOR SPACING INTO CONC. 0911309 SPACING INTO HOLLOW BIOCR ANCHOR SPACING .INTO WOOD WINDOW MKS. ANCHOR SPACING INTO CONC. ANCHOR SPACING INTO HOLLOW BLOCB ANCHOR SPACING INTO WOOD WIDTH HEIGHT 16" O.C. 8" O.C. 16" 0.C. 8" 0,C. 16" 0.C. 8' O.C. WIDTH HEIGHT 16' 0.C. 8' O.C. 16" 0.C. 8" 0.C. 18" 0.C. 8" 0.c. 24' 30" 32' 36" 42" 48" 54" 48" 210.0 210.0 178.7 210.0 210.0 210.0 210.0 210.0 155.9 210.0 210.0 210.0 210.0 210.0 150.8 210.0 210.0 210.0 210.D 205.7 205.7 210.0 142.9 210.0 131.3 210.0 131.3 210.0 204.2 201.0 210.0 210.0 19-1/8" 26-1/2" 37" 53-1/8" 26' 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 185.5 210.0 210.0 210,0 210.0 210.0 148.0 210.0 1988 210.0 178.3 210.0 180.0 210.0 168.0 210.0 107.2 187.6 144.0 210.0 24" 30" 32' 36" 42" 48" 54" 60' 210.0 210.0 134.0 210.0 210.0 210.0 19-1/8" 26-1/2" 37" 53-1/8' 38-3/6" 210.0 210.0 210.0 210.0 210,0 210.0 210.0 210.0 173.9 210.0 210.0 210.0 210.0 210.0 157.4 210.0 210.0 210.0 185.8 210.0 118.5 207.4 159.2 210.0 179.2 210.0 114.3 200.1 210.0 210.0 171.8 210.0 109.6 191.9 210.0 210.0 160.0 210.0 102,1 178.7 210.0 210,0 147.7 210.0 94.2 164.9 176.3 210.0 19-1/8" 26-1/2" 37' 53-1/8" 50-5/8" 210.0 210.0 196.6 210.0 210.0 210.0 210.0 210.0 155.9 210.0 210.0 210.0 203.5 210.0 129.9 194.8 210.0 210.0 171.8 210.0 109.6 180.7 147.3 210.0 140.0 210.0 89.3 1563 180.0 210.0 135.8 210.0 86.6 151.6 142.2 210.0 24" 30" 32" 36" 42" 48' 54" 72" 210.0 210.0 134.0 210.0 210.0 210.0 176.8 210.0 112.8 203.1 210.0 210.0 19-1/8' 26-1/2' 37" 53-1/8' 63" 210.0 210.0 188.8 210.0 210.0 210.0 210.0 210.0 146.4 210.0 210.0 210.0 163.7 210.0 117.2 187.5 210.0 210.0 156.2 210.0 99.7 159.5 148.9 210.0 168.8 210.0 107.7 193.8 210.0 210.0 155.6 210.0 99.3 178.7 210.0 210.0 141.2 210.0 90.1 162.2 176.3 210.0 131.3 124.4 210.0 210.0 83.8 79.4 150.8 142.9 180.0 142.2 210.0 210.0 24" 30" 32' 36" 42" 48" 54" 84" 210.0 210.0 134.0 210.0 210.0 210.0 175.3 210.0 111.9 186.4 210.0 210.0 166.6 152.7 137.1 128.0 210.0 210.0 210.0 210.0 106.4 97.5 177.4 87.5 80.4 162.4 145.9 134.0 210.0 210.0 176.3 180.0 210.0 210.0 210.0 210.0 117.9 196.5 75.2 125.4 142.2 210.0 24" 30' 32" 36" 42" 48" 54" 96' 210.0 210.0 134.0 210.0 210.0 210.0 174.2 210.0 111.2 190.6 210.0 210.0 165.4 2100 1055 180.9 210.0 210.0 150.5 210.0 96.2 164.9 210.0 210.0 134.4 210.0 85.8 147.0 178.3 210.0 122.5 210.0 78.2 134.0 180.0 210.0 113.6 194.8 72.5 124.3 142.2 210.0 24" 30" 32" 36" 42" 48" 108" 163.8 210.0 117.3 210.0 210.0 210.0 151.7 210.0 96.8 179.8 210.0 210.0 143.8 210.0 91.8 170.4 210.0 210.0 130.7 210.0 83.4 154.8 210.0 210.0 115.9 210.0 73.9 137.3 176.3 210.0 105.0 195.0 67.0 124.4 180.0 210.0 24' 30" 32' 38" 42" 120" 188.7 210.0 119,1 210.0 210.0 210.0 153.8 210.0 98.0 183.8 210.0 210.0 145.4 210.0 92,8 173.9 210.0 210.0 131.8 210.0 B4.1 157.8 210.0 210.0 116.4 210.0 74.3 139.2 176.3 210.0 19-1/8" 26-1/2" 37" 53-1/8' 19-1/0" 26-1/2' 37,. 53-1/6" 72" 76' 210.0 210.0 161.6 210.0 210.0 210.0 194.2 210.0 123.9 210.0 210.0 210.0 152.8 210.0 975 175.5 210.0 210.0 125.3 210.0 181.9 142.1 115.1 210.0 210.0 210.0 210.0 207.3 79.9 151.9 116.0 90.7 735 143.9 210.0 208.9 163.3 132.2 148.9 210.0 210.0 210.0 148.9 210.0 210.0 210.0 210.0 210.0 A. MINU BU s_1 RFFER TO SHEETS 3 7HRU 9 FOR WINDOW CAPAC0ES USE LOWER APPLICABLE VALUES 114 SMS AT 6" FROM ENDS AND 24" 0.C. MAX. 4.14 SMS AT 6" FROM ENDS AND 24" 0.C. MAX. CONCRETE = 3000 PSI .BLOCK = 1924 PSI • "1/4" DA. ULTRACON OR 1/4" DIA. KWIK-CON 9 1-3/4' MIN. EMBED INTO DNC. OR FRIED BLOCK AT 6" FROM ENDS AND 16" OR 8" 0.C. MAX. SEE CHART FOR CAPACITY • • ALUMINUM BUCK 6063-76 • • EDGE INST. • &JIMA ti iiirom 10111WOOD STRUCTURES 11PlooD nil� 38 TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 1-.11145 • 1.125 1/4" DIA. ULTRACON OR 1/4" DIA. KWIK-CON II AT 6° FROM ENDS AND SEE CHART FOR CAPACITY PRODUCT REVISED • • as complying with the Florida • Building Code • • • • • • • FLA PE # 70592 Expiration Date 05/05/2020 roduct Control 2516 oak a CeD 08.61 0,02 oVinct ed 0 SERIES '360' ALUM SINGLE HUNG WDW. (LMJ./S.M.L) o O FAX (305) 593-6592 gr RX5 43.1124 Ii -FL drowing no. W05-04 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS D(T.(+) & NT.(-) PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS T3R.(+) & WINDOW DIMS. ANCHORS INTO H0L1LE RL000 ANCHORS INTO CONC. ANCHORS ORO WOOD WINDOW DIMS. ANCHORS INTO HOLLOW 8LOCR ANCHORS INTO CONC. ANCHORS INTO WOOD WIOTH HEIGHT CLUSTER OF E CLUSTER OP 4 CLUSTER OF 0 CLUSTER OF 8 CLUSTER CLUSTER OF 2 OF 4 CLUSTER OF 8 CLUSTER OF 8 CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 8 CLUSTER OF 8 WIDTH H IOHT CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 8 CLUSTER OF 8 CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 8 CLUSTER OF 8 CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 8 CLUSTER OF 8 24' 30' 32" 38" 42" 48' 54" 48" 89.3 178.7 210.0 210.0 140.0 210.0 210.0 210.0 120.0 210.0 210.0 210.0 78.0 155.9 210.0 210.0 122.2 210.0 210.0 210.0 104.7 209.5 210.0 210.0 75.4 150.8 210.0 210.0 118.1 210.0 210.0 210.0 101.3 202.5 210.0 210.0 71.5 142.9 210.0 210.0 112.0 210.0 210.0 210.0 96.0 192.0 210.0 210.0 19-1/8' 26-1/2" 37" 53-1/8" 26' 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 1 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 68.1 138.1 204.2 210.0 108.7 210.0 210.0 210.0 81.4 1829 210.0 210.0 67.0 134.0 201.0 210.0 105.0 210.0 210.0 210.0 90.0 180.0 210.0 210.0 67.0 134.0 201.0 210.0 105.0 210.0 210.0 210.0 90.0 180.0 210.0 210.0 24" 30" 32" 38' 42" 48' 54" 60' 67.0 134.0 201.0 210.0 108.0 210.0 210.0 210.0 90.0 180.0 210.0 210.0 19-1/8' 26-1/2' 37' 53-1/8' 38-3/8' 140.1 210.0 210.0 210.0 210.0 210.0 210.0 210.0 1882 210.0 210.0 210.0 115.9 210.0 210.0 210.0 181.7 210.0 210.0 210.0 155.7 210.0 210.0 210.0 105.0 209.9 210.0 210.0 184.5 210.0 210.0 210.0 141.0 210.0 210.0 210.0 104.8 209.6 210.0 210.0 164.3 210.0 210.0 210.0 140.8 210.0 210.D 210.0 57.2 114.3 171.5 210.0 59.6 178.2 210.0 210.0 76.8 153.6 210.0 210.0 64.8 109.6 184.5 210.0 65.9 171.8 210.0 210.0 73.6 147.3 210.0 210.0 51.0 102.1 153.1 204.2 80.0 100.0 210.0 210.0 68.6 137.1 205.7 210.0 47.1 94.2 141.4 188.5 73.8 147.7 210.0 210.0 63.3 126.6 189.9 210.0 19-1/8' 28-1/2" 37' 53-1/8" 50-5/8' 98.3 186.6 210.0 210.0 154.0 210.0 210.0 210.0 132.0 210.0 210.0 210.0 77.9 155.9 210.0 210.0 122.1 210.0 210.0 210.0 104.7 209.4 210.0 2102 64.9 129.9 194.8 210.0 101.8 203.5 210.0 210.0 87.2 174.5 210.0 210.0 60.2 120.5 180.7 210.0 94.4 188.8 210.0 2102 80.9 181.8 210.0 210.0 44.7 89.3 134.5 178.7 70.0 140.0 210.0 210.0 60.0 120.0 180.0 210.0 43.3 68.6 129.9 173.3 67.9 135.8 203.6 210.0 582 116.4 174.5 210.0 24" 30° 32" 36' 42" 48' 54" 72' 53.6 107.2 160.8 210.0 84.0 165.0 210.0 210.0 72.0 144.0 210.0 210.0 45.1 90.3 135.4 180.5 70.7 1415 2102 210.0 60.6 121.3 181.9 210.0 19-1/8' 26-1/2" 37' 53-1/8' 63" 75.5 151.0 210.0 210.0 118.4 2100 210.0 210.0 101.4 2029 210.0 210.0 58.5 117.1 175.8 210.0 91.7 183.5 210.0 210.0 78.6 157.3 210.0 210.0 48.9 93.8 140.5 157.5 73.5 146.9 210.0 210.0 63.0 125.9 188.9 210.0 39.9 79.7 119.6 159.5 62.5 125.0 1875 210.0 53.6 107.1 160.7 210.0 43.1 86.1 129.2 1723 67.5 135.0 202.5 210.0 57.9 115.7 173.6 210.0 39.7 79.4 119.1 1588 622 124.4 186.7 210.0 53.3 106.7 160.0 210.0 38.0 72.1 108.1 144.1 56.5 112.9 169.4 210.0 48.4 96.8 145.2 193.6 335 87.0 100.5 134.0 52.5 105.0 157.5 210.0 45.0 90.0 135.0 180.0 19-1/8' 26-1/2" 37' 53-1/8" 72' 64.6 129.3 193.6 210.0 101.3 202.6 210.0 210.0 86.8 173.7 210.0 210.0 49.6 99.2 148.7 198.3 77.7 165.4 210.0 210.0 66.6 133.2 199.8 210.0 39.0 78.0 117.0 158.0 61.1 122.2 183.3 210.0 52.4 104,8 157.1 209.5 32.0 64.0 95.9 127.9 50.1 100.2 150.3 200.4 43.0 85.9 128.9 171.8 31.8 63.5 95.3 127.1 49.8 99.6 149.3 199.1 42.7 85.3 128.0 170.7 32' 48' 44.7 89.3 134.0 178.7 70.0 140.0 210.0 210.0 60.0 120.0 180.0 210.0 37.3 74.6 111.9 149.1 55.4 116.9 175.3 210.0 50.1 100.2 150.3 200.3 35.5 70.9 106.4 141.9 55.6 111.2 168.8 210.0 47.8 95,3 142.9 190.6 19-1/6" 78' 80.7 121.5 1822 210.0 95.2 190.4 210.0 210.0 81.6 163.2 210.0 210.0 46.4 92.8 139.2 185.7 72.7 145.5 210.0 210.0 62.3 124.7 167.0 210.0 36.3 72.6 108.8 145.1 56.9 113.7 170.6 210.0 48.7 97.5 146.2 194.9 29.4 58.8 88.2 117.8 46.1 92.1 138.2 184.2 39.5 79 0 118.4 157.9 32.5 65.0 97.5 129.9 50.9 101.8 152.7 203.8 87.3 130.9 174.5 29.2 58.3 87.5 116.7 45.7 91.4 137.1 182.9 39.2 75.4 117.6 156.7 26.8 53.6 50.4 107.2 42.0 84.0 126.0 168.0 36.0 720 108.0 144.0 25.1 50.2 75.2 100.3 39.3 78.6 117.9 157.2 33.7 67.4 101.1 134.7 30' 32' 38' 48' 38.3 76.6 114.9 153.1 60.0 120.0 180.0 210.0 51.4 102.9 154.3 205.7 31.8 63.5 95.3 127.1 49.8 99.6 149.3 199.1 42-7 85.3 128.0 170.7 30.1 50.3 90.4 120.6 47.2 94.5 141.7 189.0 40.5 81.0 121.5 162.0 27.5 55.0 82.5 109.9 43.1 86.2 129.2 172.3 313.9 73.8 110.8 147.7 24.5 49.0 73.5 98.0 38.4 76.8 115.2 153.6 32.9 65.8 96.7 131.7 22.3 44.7 67.0 89.3 35.0 70.0 105.0 140.0 30.0 60.0 90.0 120.0 20.7 41.4 62.1 82.9 32.5 64.9 97.4 129.9 27.8 55.7 83.5 111.3 24' 38' 42' 48' 33.5 67.21 100.5 134.0 52.5 105.0 157.5 210.0 45.0 90.0 135,0 180.0 27.7 55.3 83.0 110.7 43.4 86.7 130.1 173.4 37.2 74.3 111.5 148.6 26.2 52.4 78.7 104.9 41.1 82.2 123.3 164.3 35.2 70.4 105.7 140.9 23.8 47.6 71.5 95.3 37.3 74.7 112.0 149.3 320 64.0 98.0 128.0 21.1 42.2 63.4 54.5 33.1 88.2 99.3 132.4 284 58.7 85.1 113.5 19.1 38.3 57.4 76.6 30.0 60.0 90.0 120.0 25.7 51.4 77.1 102.9 24' 36' 42' 120" 29.13 59.6 89.3 119.1 46.7 93.3 140.0 186.7 40.0 80.0 120.0 1500 24.5 49.0 73.5 98.0 38.4 76.8 115.2 153.6 32.9 65.8 98.7 131.7 23.2 46.4 69.6 92.8 35.3 72.7 109.0 145.4 31.2 62.3 93.5 124.6 21.0 42.0 63.1 84.1 32.9 65.9 98.8 131.8 28.2 56.5 84.7 112.9 18.6 37.1 55.7 74.3 29.1 58.2 87.3 116.4 24.9 49.9 74.8 99.7 ANCHORS AT ALUMINUM BUCK FRAMING (AT MULLION ENDS) FOR WINDOW ANCHORING TO ALUMINUM BUCKS USE #14 SCREWS SPACED AS PER SHEETS 7 Sc 8. SPACING - PRE PUNCHED ANCHOR HOLES AU_ OTHER HOLES DRILLED IN FIELD we 1X4 MULLION SEE SKI 8 OF 11 • • • • • • • • WSTER OF 2, 4, 6 OR 8 ANCHORS (sEE CHARTS ABOVE). ALL OTHER BUCK • ANCHORS Env: JAW AHMAD GAIL FLA t57509592 PRODUCT REVISED as complying with the Florida Building Code hicut-No. 16-0125.08 Expiration Date 05105/2020 By JAN 2 1 2516 23o 8 Ce HEi cs COMP-ANL\W005-04CC1 SERI6 '360' ALUM SINGLE HUNG WDW. (LM.I./S.M.I) ti 04 8 o gg 8 drawing no. W05-04 (sheet 1 0 of 10 1 :e • RESIDENCE 987 NE 96TH ST MIAMI SHORES, FL RECEIVED L 2 B 10n clAA •... ••. • •••• • •• • •••••. .. • ••• •• OOOOOO •• • • •••••. OOOOOO •••• ' ••• •••••• •• • • • • • •• ••• • ••••• • • • • • ••••.••• •••• •••••• OOOO• OO • • •• • •OOO • .•.•:. •• •• • • •• • _lrvv fS, LSC, c. i uj 1-1 74.3 a. FL 3'176' ••• • •• •• •▪ .••.. • • NOT PART OF THIS PERMIT LEFT 57'-4" REAR NOT PART OF NOT PART OF THIS PERMIT THIS PERMIT GUEST ROOM BATH W/C NOT PART OF THIS PERMIT KITCHEN 1 l NOT PART OF THIS PERMIT DINING SITTING ROOM NOT PART OF THIS PERMIT GARAGE NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT (EGRESS) O, PANTRY LIVING BEDROOM NOT PART OF THIS PERMIT BEDROOM B —p FRONT NOTE: MEAN ROOF HEIGHT : 22'- 6" ROOF TYPE : 4:12 FIRST FLOOR PLAN 1 RIGHT (EGRESS) LEFT REAR I BATH BEDROOM FRONT NOTE: MEAN ROOF HEIGHT : 22'- 6" ROOF TYPE : 4 : 12 SECOND FLOOR PLAN FTpl 1 •,^ ^ ULT.\NTS, INC. c. u_1 c. J0.11, FL 33178 J1 RIGHT O (EGRESS) REVISION: • • • • • •• • •••••• • ARCHITECT: •••• • • •••• •••••• • . •• •• - 6u. • • • • - •F.•vl O 421 • I-•• Or L W z z V 2 U a 6. LOCATION: DATE: 07/21/17 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 07-2017 1 of 4 J •••• • • •••• ••• • • • •• • •• • • • • • •• •••• • • • •• • • • •••••• • ••• • • • •• •••••• • • • 000000 • • •••••• • • ••••• • • ••••• •••••• • • • •••••• • • •••••• • • "H" 37" X 50.58" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW-L.M.I. N.O.A.: 16 - 0125.08 ZONE 5: + 52.2.69.8 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I8' ANN.GLASS .090" SENTRYGLASS OR .075" SAFLEX CP OR .100" SAFLEX HP INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS "B" 37" X 63" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW-L.M.I. N.O.A.: 16 -0125.08 ZONE 4: + 52.2 - 56.5 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090" SENTRYGLASS OR .075" SAFLEX CP OR .100" SAFLEX HP INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS "31" 37" X 38-3/8"(XO) "SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0125.07 ZONE 5:+52.2-69.8 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: L8" ANN.GLASS .075 SAFLEX CP OR .090 SENTRYGLAS INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE : THIS INSTALLATION DOES NOT REQUIRE INTERLOCK REINFORCING OPTION. "E" 19-1/8" X 38-3/8" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW-L.M.I. N,O.A.: 16 - 0125.08 ZONE 4: + 52.2 - 56.5 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS (EGRESS) "I" 111" X 50-5/8"(XOXXI/3-1/3-1/3-CONFIGURATION) "SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 160125.07 ZONE 5: + 52.2 -69.8 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 SAFLEX CP OR .090 SENTRYGLAS INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE : THIS INSTALLATION DOES NOT REQUIRE INTERLOCK REINFORCING OPTION. O 2'-9" # Ga ® O O .090" SENTRYGLASS OR .075" SAFLEX CP OR .100" SAFLEX HP INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS "0 I" 53-1/8" X 63"(X0) "SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0125.07 ZONE 5: + 52.2.69.8 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 18" ANN.GLASS .075 SAFLEX CP OR .090 SENTRYGLAS INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS NOTE : THIS INSTALLATION DOES NOT REQUIRE INTERLOCK REINFORCING OPTION. NOT PART OF THIS PERMIT RIGHT ELEVATION "A" 74" X 63"(X0) "SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0125.07 ZONE 5: + 52.2 -69.8 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .075 SAFLEX CP OR .090 SENTRYGLAS INTERLAYER. INTERIOR LITE: 3/16" ANN.GLASS NOTE : THIS INSTALLATION DOES NOT REQUIRE INTERLOCK REINFORCING 001I0N. "Bl" 37" X 63" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW-LM.L N.O.A.: 16.0125.08 ZONE 5: + 52.2 - 69.8 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I/O" ANN.GLASS .090" SENTRYGLASS OR .075" SAFLEX CP OR .100" SAFLEX HP INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS FRONT ELEVATION "A" 74" X 63"(XO) "SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0125.07 ZONE 5: + 52.2 -69.8 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .075 SAFLEX CP OR .090 SENTRYGLAS INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS NOTE : THIS INSTALLATION DOES NOT REQUIRE INTERLOCK REINFORCING OPTION. "C" 53-1/8" X 63" (FD®) "SERIES 238" ALUMINUM FIXED WINDOW -LMT N.O.A.: 15-0512.16 ZONE 4: + 52.2.56.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .075 SAFLEX CP OR .090 SAFLEX OR .090 SENTRYGLAS OR .090 BUTACITE PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS "D" "H" 37" X 50-58" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW -LMC N.O.A.: 16.0125.08 ZONE 5: + 52.2.69.8 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I/O" ANN.GLASS .090" SENTRYGLASS OR .075" SAFLEX CP OR .100" SAFLEX HP INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(1.E: BEAMS,COLUMNS,WALLS,FRAMI NG,ETC) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. STRUCTURAL ENHANCEMENTS/ ALTERATIONS OF EXISTING OPENINGS ARE BEYOND THE SCOPE OF THIS PROJECT AND, IF NECESARY, SHALL BE DONE BY OTHERS. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT 70 EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: ALL WINDOWS SHALL NOT HAVE A SILL FEG105 LESS THAN 36" ABOVE THE FINISHED FLOOR, UNLESS A CODE APPROVED PROTECTIVE 868510R IS PROVIDED( BY OTHERS). NOTE 6 : WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. NOTE 7: ALL WINDOW OPENINGS IDENTIFIED AS EGRESS SHALL BE UNOBSTRUCTED AND SHALL HAVE A MINIMUM NET CLEAR OPENING HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20". AND A MINIMUM NET CLEAR OPENING AREA OF 5.7 SQ. FT.(5.0 SQ.FT. FOR GRADE LEVEL WINDOWS). NOTE 8: IT 15 THE EXCLUSIVE RESPONSIBILITY OF HIE WINDOW COMPANY 70 PROVIDE PRODUCTS THAT MEET OR EXCEED THE ENERGY VALVES MANDATED BY THE STATE OF FLORIDA. COMPLIANCE WITH ENERGY VALUES LS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. 53-1/8" X 63 ()CO) "SERIES 375 ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0125.07 ZONE 4: + 2.2.56.5 GLAZING: /16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 SAFLEX CP OR .090 SENTRYGLAS INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE . THIS INSTALLATION DOES NOT REQUIRE INTERLOCK REINFORCING OPTION. "FI" 53-1/8" X 50.58"(XO) "SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0125.07 ZONE 5: + 52.2.69.8 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 SAFLEX CP OR .090 SENTRYGLAS INTERLAYER. INTERIOR LITE: 18" ANN.GLASS NOTE : THIS INSTALLATION DOES NOT REQUIRE INTERLOCK REINFORCING OPTION. C 942C 3 1' _ r TR_. I, . OM1, FL 33176 TEL 7i.3-242-1723 ' ' _ M:T3, INC. REVISION: • • • • • •0 • ••00•• • 11410... •00• • • 0000 •••••• • 0 •. • • ••• �•7r CO ON J 0 0 8 J 1• DATE: 07/21/17 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 07-2017 2 of 4 i •••• • • ••• • • • •• • •• • • • • • •• •••• • • • •• • • • • •••••• • •• • • • •• •••••• • • • 0.000• • • •••••• • • ••••• • • OOOOO •••••• • •••••• • • • OOOOOO • • • "A" 74" X 63"(XO) "SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0125.07 ZONE 5: + 52.2 - 69.8 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16' ANN.GLASS .075 SAFLEX CP OR .090 SENTRYGLAS INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS NOTE : THIS INSTALLATION DOES NOT REQUIRE INTERLOCK REINFORCING OPTION. "D" 53-1/8" X 63"(XO) "SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0125.07 ZONE 4: + 52.2.56.5 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 SAFLEX CP OR .090 SENTRYGLAS INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS NOTE : THIS INSTALLATION DOES NOT REQUIRE INTERLOCK REINFORCING OPTION. NOT PART OF THIS PERMIT "L" 37" X 38-3/8" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW-L.M.I. N.O.A.: 16.0125.08 ZONE 5: +52.2 -69.8 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090" SENTRYGLASS OR .075" SAFLEX CP OR .100" SAFLEX HP INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS "M" 111" X 26"(XOXXI/3.1/3.1/3-CONFIGURATION) "SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0125.07 ZONE 5: + 52.2 - 69.8 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 SAFLEX CP OR .090 SENTRYGLAS INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE : THIS INSTALLATION DOES NOT REQUIRE INTERLOCK REINFORCING OPTION. "H" 37" X 50-5/8" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW-L.M.I. N.O.A.: 16 -0125.08 ZONE 5: + 52.2 - 69.8 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS © © LI LEFT ELEVATION "B NOT PART OF THIS PERMIT 11 .090" SENTRYGLASS OR .075" SAFLEX CP OR .100" SAFLEX HP INTERLAYER INTERIOR LITE. 1/8" ANN.GLASS 6'-8" 3 "X63" "SERIES 360 ALUMINUM SINGLE HUNG WINDOW-L.M.I. N.O.A.: 16.0125.08 ZONE4:+ 2.2.56.5 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090" SENTRYGLASS OR .075" SAFLEX CP OR .100" SAFLEX HP INTERLAYER INTERIOR LITE: 1/8" ANN.OLASS (EGRESS) REAR ELEVATION "81" 37"X63" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW-L.M.I. N.O.A.: 16-0125.08 ZONE 5: + 52.2.69.8 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1)8" ANN.GLASS .090" SENTRYGLASS OR .075" SAFLEX CP OR .100" SAFLEX HP INTERLAYER INTERIOR LITE: HB" ANN.GLASS NOT PART OF THIS PERMIT "J" "F" 53-1/8" X 50-5/8"(XO) "SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0125.07 ZONE 4: + 52.2 - 56.5 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1B" ANN.GLASS .075 SAFLEX CP OR .090 SENTRYGLAS INTERLAYER. INTERIOR LITE: I/O" ANN.GLASS NOTE : THS INSTALLATION DOES NOT REQUIRE INTERLOCK NOT PART OF THIS PERMIT 37" X 38-3/8"(X0) "SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0125.07 ZONE 4: + 52.2 - 56.5 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .075 SAFLEX CP OR .090 SENTRYGLAS INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE : THIS INSTALLATION DOES NOT REQUIRE INTERLOCK REINFORCING OPTION. REINFORCING OPTION. NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OMERR OPENINGS ARE NOT PART OF THIS PERMIT. NOTE3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE:BEAMS,COLUMNS,WALLS,F'RAMING,ETC) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. N0 CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. STRUCTURAL ENHANCEMENTS/ ALTERATIONS OF EXISTING OPENINGS ARE BEYOND THE SCOPE OF MIS PROJECT AND, I NECESARY, SHALL BE DONE BY OTHERS. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE 11E FINISHED FLOOR NOTE5: ALL WINDOWS SHALL NOT HAVE A SILL HEIGHT LESS THAN 36" ABOVE THE FINISHED FLOOR, UNLESS A CODE APPROVED PROTECTIVE BARRIER IS PROVIDED( BY OTHERS). NOTE 6 : WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. NOTE 7: ALL WINDOW OPENINGS IDENTIFIED AS EGRESS SHALL BE UNOBSTRUCTHDAND SHALL HAVE A MINIMUM NET CLEAR OPENING WEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20" ANDA MINIMUM NET CLEAR OPENING AREA OF 5.7 SQ. FT.(5.0 SQ.FT. FOR GRADE LEVEL WINDOWS). NOTE 8: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT MEET OR EXUbF-D THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA. COMPLIANCE WITH ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. .L_Ir,NL IS, INC. , ,: iA 'I, FL 3317E REVISION: • • • • • •• • •••••• • 000000 ••i• •••• •••••• • • •• •• •••••• • • •• • W • •Z.•¥ icF A a tT z 80 LOCATION: •••• • • •••• ••• • • • •• • •• • • • • • •• •••• • • • •• • • • • Vi •••••• jQSyj• O ••• • •• y •• J DATE: 07/21/17 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 07-2017 3 of 4 •••••• • • • •••••• • • •••••• • • ••••• • • OOOOO •••••• • • OOOOO• • • •••••• • • 4 BUILDING CONTINUES NOTE is WINDOW FRAMES/MULLIONANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF TIES PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,WALLS,FRAMINO,ETC) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. STRUCTURAL ENHANCEMENTS/ ALTERATIONS OF EXISTING OPENINGS ARE BEYOND THE SCOPE OF MIS PROJECT AND, IF NECESARY, SHALL BE DONE BY OTHERS. NOTE 4 ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5 ALL WINDOWS SHALL NOT HAVE A SILL HEIGHT LESS THAN 36" ABOVE THE FINISHED FLOOR, UNLESS A CODE APPROVED PROTECTIVE BARRIER IS PROVIDED( BY OTHERS). NOTE 6 WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. NOTE 7 ALL WINDOW OPENINGS IDENTIFIED AS EGRESS SHALL BE UNOBSTRUCTED AND SHALL HAVE A MINIMUM NET CLEAR OPENING HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20". AND A MINIMUM NET CLEAR OPENING AREA OF 5.7 SQ. FT.(5.0 SQ.FT. FOR GRADE LEVEL WINDOWS). NOTE 8 IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT MEET OR EXCEED TIS ENERGY VALUES MANDATED BY THE STATE OF FLORIDA. COMPLIANCE WITH ENERGY VALUES IS BEYOND THE SCOPE OF THS ENGINEERING REPORT. ' I' 1 0 "G" 111" X 72"(XOXXI/3-1/3-1/3-CONFIGURATION) ------s>.."---.---"SERIES 375" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0125.07 ZONE 4: + 52.2 - 56.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS NOT PART OF 1 .075 SAFLEX CP OR THIS PERMIT .090 SENTRYGLAS INTERLAYER INTERIOR LITE 3/16" ANN.GLASS NOTE : THIS INSTALLATION DOES NOT REQUIRE INTERLOCK REINFORCING OPTION. ELEVATION C -C REFER TO RIGHT ELEVATION FOR DETAILS 4 - BUILDING CONTINUES ELEVATION A -A BUILDING CONTINUES "B" 37" X 63" 'SERIES 360" ALUMINUM SINGLE HUNG WINDOW-L.M.I. N.O.A.: 16.0125.08 ZONE 4: + 52.2 - 565 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090" SENTRYGLASS OR .075" SAFLEX CP OR .100" SAFLEX HP INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS ELEVATION B -B "B I" 37" X 63" "SERIES 360" ALUMINUM SINGLE HUNG WINDOW-L.M.I. N.O.A.: 16-0125.08 ZONE 5: + 52.2.69.8 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090" SENTRYGLASS OR .075' SAFLEX CP OR .100" SAFLEX HP INTERLAYER INTERIOR LITE 1/8" ANN.GLASS " r C 21TS, (I:� r J. • L I, FL 3317$ _L 73-242-1720 ' •••••• •••• • • •••• •••••• •FQ• • •• o4 • WW • F~. • rn LOCATION: •••• • • •••• ••• • • • •• • •• 4 • • • • •• •••• • • • •• • • 0 • • 000000 ••• • d • • •• J r DATE: 07/21/17 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 07-2017 4 of 4 J •••••• • • • 000000 • • •••••• • • ••••• • • ••••• •••••• • • •••••• • • • •••••• • •