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WS-17-1767Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-7-17-1767 Pennit Type. Windows/Shutters Pen t-rk Classification: Window/Door Replacem Permit Status: APPROVED Parcel Number Issue Date: 7/11/2017 1 Expiration: 01/07/2018 Applicant 815 NE 91 Terrace 1132060050240 Miami Shores, FL 33138- Block: Lot: ALAIN JOSEPH Owner Information Address Phone Cell ALAIN JOSEPH 815 NE 91 Terrace MIAMI SHORES FL 33138- 815 NE 91 Terrace MIAMI SHORES FL Contractor(s) Phone Cell Phone PRESTIGE WINDOWS & DOORS (305)820-5999 le of Work: 15 REPLACEMENT OF WINDOWS AND 2 DOO of Openings: 17 litional Info: 15 REPLACEMENT OF WINDOWS AND 2 DOO ssification: Residential canning: 3 Fees Due Amount CCF $15.00 DBPR Fee $4.05 DCA Fee $4.05 Education Surcharge $5.00 Permit Fee $270.00 Scanning Fee $9.00 Technology Fee $20.00 Total: $327.10 Valuation: $ 24,056.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Annt Due Invoice # WS-7-17-64540 07/11/2017 Check #: 2196 $ 277.10 $ 50.00 07/11/2017 Check #: 2195 $ 50.00 $ 0.00 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 ins ct onformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibili II work done by either myself, my agent, servants, or employes. I understand that separate permits are required foyEL-ECTRICAL, PLUMBING, M CHANIC L, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. VIT- I ify t a� all �he foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating >nin_ . P.0 r . I a thorize the above -named contractor to do the work stated. July 11, 2017 "_ a 0r1 ed Signature: O er Applicant / Contractor / Agent Building Depa Copy July 11, 2017 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: xBUILDING Permit No Master Permit No RECEIV9P JUL I I YK 1,1 \ C-4 ni-N FBC 201 q� In1 S I� i_:I(o ROOFING JOB ADDRESS: z I � ICI F q O' 1" City: Miami Shores County: Miami Dade Zip: %3 3 Folio/Parcel#: I1 -00_00S-.0' I C) Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 0 wc% Phone#: Address: �AF ,S City: ibi\N aml SY1myt S State: F L.OY i C1 C, Zip: 3 f 3 Tenant/Lessee Name: Email CONTRACTOR: Company Name: Address:Ssoo M W t 1yv5 City: A ► -C ` 1 State: PL Zip: �S3o l� Qualifier Name ► V Phone#: State Certificationor or``��Registration #a - &C ' , 3_J l Certificate of Competency #: Contact Phone#:��7J_�-SCiCL9 Email Address: DESIGNER: Architect/Engineer: "EncolfGT`�1(�C� 9yY.C1& Phone#:0� Value of Work for this Permit: A , D S b • 00 Square/Linear Footage of Work: Type of Work: ❑Addition}, Alteration ❑New ❑Repair/Replace Description of W Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Notary Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ ❑Demolition TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 mast 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. i 1-1791 Signature l Signature Ow or Agent/Con or M The foregoing instrument was acknowledged before me this day of �20�a, by J 1,Oj l who is personally known to me or who has produced TL}DL As identification and who did take an oath. NOTARY PUBLIC: --V Print: �1 My Commission Expires: APPROVED BY TAILY E VAZAUEZ Commission # GG 43437 My Commission Expires October 31, 2020 7/61/17 The foregoing instrument was acknowledged before me thi� day of 20 R, by (��Y �� t Y-IQ SCAy0?.zo who is personally known to me or who has produced Plans Examiner Structural Review identification and who did take an oath. NOTARY PUBLIC: Print: P I My Commission TAILY E VAZAUEZ Commission # GG 43437 My Commission Expires October 31, 2020 Zoning Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Summary Report Property Information Folio: 11-3206-005-0240 Property Address: 815 NE 91 TER Miami Shores, FL 33138-3217 Owner ALAIN JOSEP Mailing Address 8814 W FLAG LER ST #209 MIAMI, FL 33174 USA PA Primary Zone 0900 SGL FAMILY - 1901-2100 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,932 Sq.Ft Living Area 1,404 Sq.Ft Adjusted Area 1,668 Sq.Ft Lot Size 10,500 Sq.Ft Year Built 1950 Assessment Information Year 2016 2015 2014 Land Value $231,322 $157,579 $146,711 Building Value $104,083 $104,083 $101,081 XF Value $0 $0 $0 Market Value $335,405 $261,662 $247,792 Assessed Value 1 $176,887 $175,658 $174,264 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $158,518 $86,004 $73,528 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Vet Disability Exemption 1 $5,000 $5,000 $5,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description GOLDEN GATE PARK ADDN PB 6-130 LOT 17 & E1/2 LOT 16 BLK 2 LOT SIZE 75.000 X 140 OR 18624-4072 25182-1456 0599 1 Generated On : 5/2/2017 Taxable Value Information 2016 2015 2014 County Exemption Value $55,000 $55,000 $55,000 Taxable Value 1 $121,887 $120,658 $119,264 School Board Exemption Value $30,000 $30,000 $30,000 Taxable Value 1 $146,887 $145,658 $144,264 City Exemption Value $55,000 $55,000 $55,000 Taxable Value $121,887 $120,658 $119,264 Regional Exemption Value $55,000 $55,000 $55,000 Taxable Value 1 $121,887 $120,658 $119,264 Sales Information Previous Price O Pe Book- Qualification Description Sale 9 11/07/2016 $395,000 30314-4365 Qua] by exam of deed Corrective, tax or QCD; min 01/20/2015 $105,500 29479-3358 consideration Financial inst or "In Lieu of Forclosure" 08/14/2009 $175,000 27011-1420 stated Financial inst or "In Lieu of Forclosure" 05/01/2009 $100 26866-2568 stated The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknow Signature Date Print Name , � s/ail=61s 5500 NW 161st Street X.RES-TIGEMiami, FL 33014 ->ernng Keys to Paim aeaches F:3o�:19 . WINDOWS & DOORS www.prestigevdndoorcom W W W; P It E S T I G E W IND 0 OR . C 0 M UC>Y CBC7251667 Name: een;L 4 --Al6-In Jo(cA Job#l: Address: $ I,� N E 91.,4 Tery-m-e :. Cft zlP: M �AMI shogi . P�-6'Tel: 78(n - 7S'9 - 339 4 An.Tel: Email: IY1jo :5wtat i. Gong Ref. by: Window/Door Replacement Contract Scope of Work Included: Additional Work Included: reparc noor plans and engineered wind load calculations — Jterr+oyfr19 /gcLD:f�ibn J'�1u�erS srn,q%t Lax- �a►r�.o�c I4 < CA - C/�Yel� �f'r ' Obtain all necessary permits for work to be completed ". Remove existing windows/doors and remove debris from jobsite " Prepare existing openings to accommodate new windows/doors • Adlitst new windows/doors after installation " Pass all necessary Inspections to dose out permit Exclusions: Painting, window slit replacemen4 Fiberglass doors are unflnished, no paintlstain PWD and Rb repreaentetivea are not malconsw for mars or omissions if item is notlisted Specifications: Impact _� Non impact Glass Color Cr" Frame Color &n ze Window Brand:CC-seA'I ^L` Door Brand: CG l ' Screen: I8x16 charcoal Fixed' Single Hung Easement 2PNL Hartz Roller' French Doors / Double. or Single Ctty Qty Lli_a_RH XO OX Al 2- IA i LH RH r Sliding Glass Doors Other Description 1Qty- XO OX XX XXO OXX OXXO r-AI IAUMU WINUVW/WUUM I n=Plr UUW Iv Notes/Speciallnstructions: Ctt1 Mee- -• /da✓t f,n4 enh Coeye✓kd -A 9 L✓okg Zrt 4 117 U eme rt ty J04AYC door. -- j Subtotal for all Materials 2,4 or (0 Credit terms arranged for balance due 1 mg apprweo crews approton a mmWon finance Sales Tax INCLUDED tompanysterms&conditions) Y&M-AA.l.. Total Contract Price s 2-q I os -(o [:] Credit Card (Auth. Form attached) Down Payment -$ IX,05•00 -(o k rtA,*.d {o&*. 0 cash I Check# Y32 Balance on Delivery $ Zc}I p yGrCltt cbta Sii-JI (there 'sa$30fee for any unpaid%retumedcheck ;Balance on Completion $ 2y t 0 g? 0 0 PLEASE READ BEFORE SINGING 'Final Payment Cannot Be Held Due To incomplete Warranty Work Mgmt Co: HOA Approval Req?: Yes No phone: BUYERS RIGHT TO CANCEL I' -' wank on the above. mentioned properly herein will be performed in a timelyend professional manner. Buyer may cancel this Agreement by providing written notice by US certified Mal, Return Receipt Requested to Prestige Wiwows. This cancellation must be written in engtish and postmarked before midnight of the 3rd business day after you sign this agreement: For the purposes of this Agreement, a'Business Day' shag fnokwe Monday thmWh Saturday, but shall not Include Sundays or any legal holiday on which the Postal Service does not deliver. If the right to cancel period expires, the sales contract may not be cancelled by the homeowner or appGcgM. The total amount of the contract may be couaded by seller. and if any court action is needed, the buyer wil be responsible for arty costs Incured.to enforce this agreement. IN')W &NESS WHEREOF, the Parties acknowledge and agree to the leans of this Contract and; intending to be legally bound hereby, have hereunto set their hands and seals as or the date herein: bAly terms written in this Contract and approved by Prestige management will become part of this Contract. No verbal commitlments from the sales Persom will be honored. Accepted: Print N e at Accepted - Signature ., .-„ . c 1 "1 -l1 f-,T!!% Job wdoaar Replacemerd to Impact 17 Openings 1- Double French 10- Double French Door Door 70" x 80' 72' x 81.75' Sam 8080 NOA #14-1 D15- NOA #14-1015-04 2. Fixed Picture 11- Single Garage Window Door 111"x28' 9'xT SOr80 51-1180.3 NOA #15-0413A NOA #15-0505.1 t 1-nDed Picture 12- Casement window Window 1 t 1' x 28' 38-75' x 50r So= 74-7174.7 NOA #15-0413.0 NOA #15-0512.19 4. Casement 13. Casement Window Window 38.75' x 50" 38.75- x 50' 747f747 74.7174.7 NOA #15-05121NOA #15-051219 5. Casement 14. Casement Window Window 38-75" x 50" 38.75' x 50" 74-7174.7 74.7f74-7 NOA#154151219 P QA#15-051219 8- Double French Doan Tube Mullion 82.5'x81.75" 1 x4x50' 80180 130H30 NOA#14-10t5-04 NQA#15-042D-08 Window Window 19' x 3W 38-75" x 37.5" 1101191L8 98.5=-5 NOA#15-05t219 NOA#15-0512-19 8- Casement 18- Fixed Picture Window Window 38.875' x 51' 73-75' x 50r 84,BM4.8 553f55.3 NOA #15-0512.19 NOA #15-0413-03 [73 Fixed Pictme 9- Casem�tt indow Wind°"r -75'x50' 38-875" x 5Y .3155 3 84-M-8 OAA15-0413.03 NOA #15-051219 Tube Minion 1x4x51' 13WI30 RECEIVED JUL 117017 444eA PERMIT #: Miami Shr_re5 Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO CCMPL14NCE WITH ALL FEDERAL STATE ANu MUN'IY RUL S AND REGULATIONS ALAIN JOSEP 815 NE 91 TER MIAMI SHORES. FL 33139 08/17/2016 - 11:11 am RECEPTION Wind Series C&C 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 4 Roof Tributary Area (Sq Ft Height 30 15 20 25 30 3 - ` 40- -43.4 -42.4 -41.6 -41.1 -40.6 -4 3 '. 0 - 15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +3 .8 - 6. -".0 -43.0 -42.2 -41.6 -41.1 -4 4 - 16 k +40.6 +39.5 +38.8 +38.2 +37.7 +3 3 -+3 . 6.6 -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 + , +36.8 -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 18 It +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 19 k +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -46.2 -45.0 -44.2 -43.6 All -42.7 -42.3 -42.0 -41.7 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 ft +43.0 1 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 k +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 ft +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 24 It +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 1 +40.9 +40.6 -49.5 -48.3 -47.5 -46.8 -46.3 -45.8_ -45.4 - ' -44.8 28ft +45.7 +44.5 +43.6 +43.0 +42.4 +4 -+41- -49.9 -48.7 -47.8 -47.2 -46.6 29 ft +44.8 +43.9 +43.3 +42.7 �-4--�+46.0 3 +41. 4_30ft -50.3 -49.0 -48.2 -47.5 -47.0 - g7 - +46.3 +45.1 +44.3 +43.6 +43.0 +4 -51.0 -49.7 -48.8 -48.2 -47.6 -47.+47.0 �46t;.. 32 k +45.7 +44.9 +44.2 +43.6 +43.2 -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 _47.2 -46.9 35 k +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44A +44.1 -S4.8 -S3.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 -S8.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 5 Roof Tributary Area (Sq Ft) pHeight - 10 15 20 25 30 35 40 1 45 1 50 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 0 -15 k +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 20 ft-57.0 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -55.3 -53.7 -52.4 -51.4 - -49.8 -49.2 -48.6 21 ft +43.0 +41.9 +41.1 +4 . +3% . + 9' +38.5 -S8.1 -55.8 -54.2 -S -- a �5, ; -_-.3 ".6 -49.0 22 ft +43.4 +42.3 +41.5 +4 11 -+40. - , 39.2 +38.9 -58.7 -56.4 -54.7 -5 - •5 .5 ��50.1 -49.5 23 ft +43.8 +42.7 +41.8 I +4 . -+ 0.3 _ :2 .5 - .6 +39.2 -59.2 -56.9 -55.2 -53. _ - .52. -50.0 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 - -+40.2 +39.9 +39.6 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 26 It +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.2 _58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft +47.0 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 -67.6 -64.9 -63.0 -61.6 -60.4 -S9.4 -58.5 -57.7 -57.0 45 It +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 60 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WIND VELOCITY = 175 MPH MRH 5 60' EXPOSURE'C' BASED ONKd=0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO EEIU--THE'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL -CO ITION'OF-ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO - • OOI.a R FOR ITH THESE TABLES. 2. TABLES VALID O L PIG ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F LL R APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA EREQ B GINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BU L T AVE OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFI US AK T. 5. ALWAYS ROUND E LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIB E OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MUL -BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT z / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORLIESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN .B(r,QICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMC T.AIND Pi__ LDE ARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER i 5. THIS SPECIFICis FER ANY PRODUCT APPROVED CERTIFICATION. REF R TO,A y MIRED TEST CRITERIA AND OTHER APPROVALS FOR DES L TI0 FO MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T BE V Y OT N,Ay�CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL I.IMPA O VTEM ORDINANCES. 7. NO CERTIFICATION F E I GRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PR EIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. - a= 10 % OF LEAST HORIZONTAL DIMENSION OR 40 % OF MRH, PEAK ROOF WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (lm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE ROOF HEIGHT HEIGHT 5 (A)5 s ELEVATIONO Q WALL ZONE FIGURES ISOMETRIC 30 D 0 O a P REMARKS DRWN DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o MT m INIT ISSUE GSS TSB TSB 03/05/12 m ' 3 r 01 1 1 EXPRESS ° lb( T g _ am o ---I 10.< REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 ` J D pT _ z _ m ASCE 7-10, CHAPTER 30 CoaooaATE 0110E. 160 SW 12th AVENUE, SUITE 106 i _ A D r DESIGN LOADS FOR COMPONENTS & CLADDING m z N MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 m m D THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. ,A x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CONSENT OF ENGINEERING ALTERATIONS, CERT OF AUTH #9895 m 3 m o H.. m ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ADDITIONS, C 7 ASCE O E: HELLO@ENGINEERINGEXPRESS.COM "' 0 ? oPERMITTED anDlNvnuoaTEOUR c6RnFlcarON. / ENGINEERINGEXPRESS.COM MIAMI,DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION �'�"'�' 11805 SW 26 Street, Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows & Doors, Inc. 10100 N. W. 251' Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. .DESCRIPTION: Series G4160 Sentinel" Aluminum Outswing glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W 13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets I thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farcoq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, Signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 & 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shalt 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 4 13-0226.06 consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY ..I NOA No. 14-1015.04 Expiration Date: August 08, 2018 Approvai Date: August 13, 2015 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A: DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample 43) dated 04/16/2015, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51h Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18, F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 E-1 i 37-1/4" DOOR FRAME WIDTH 2 ANCHORS 6^ MAX. 3+ TYPE , B' OR AT STILE ENDS HEA HEADSILL CO CORNERS IIII SEE CHART FOR QUANTITY 6" � I I I I \ II u I I I I u I LOCK OPTIONS SEE SHEET 9 II HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' 'B' C. 1/4" 4 4 q 6 6 6 7 7 - nrowtcr REVISED ' e tt." fit PImY1 o g - I ❑ i0 h O CJ M Oui SERIES SENTINEL 160 x N o ACTVE _ I I- NAC NE ALUMINUM OUTSWING DOOR W� SIDELITES to N I APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS � 30 n m m� WITH OR WITHOUT SIDELITES. d 0 3 B SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z a 0 SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. 3 0 Ll1/2" 23 t/2' 0 SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. (v o D.L. oPc. D.L. oPc. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. 6 o 2 a AN SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY 0 TYPE 'B' FALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. AT STILE ENDS MAY BE USED TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). $ 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO o w TRANSFER LOADS TO THE STRUCTURE. u d DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS o g o SINGLE DOORS (X) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAM, or INSUL-LAM. DOOR DIMS. LAM. or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. y „ EXT.(+) INT.(-) EXT.(+) INT.(-) A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT 37-1/4" 35' 96" 80 80 72' 35" 96" 80 60 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO m E NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG. CODE. n o NOTE: Enpr. JAVAD AHMAD ra .�q. FLUSH BOLTS AND LOCKS MUST BE CML I i ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS, FLA. PE / 70592 3 PERIODS OF HURRICANE WARNING. 7S30 " D.L.O. HEIGHT =FRAME HEIGHT - 12.875" I D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" e 0 5 NOTE: D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 1 AU6 201� GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-(3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W1 3-01 DECLARATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. sheet I oIf 11 I I I: n / u I I II I /I I io Va II/ / I j N u II M \ II I I II \ 11 N 6 \ I i N II � -0 ACTIVEII T!W g � 1 ` i� 23 1/2" 1O �8 1 D.L. OPG. 2 ANCHORS TYPE 'B' AT STILE ENDS 0 ' WI/Al I Lei 9 DOOR OPTIONS 37-1/4" DOOR FRAME WIDTH 2 ANCHORS 6" MAX. 3- TYPE 'A', S' OR 'C' HEAD/SILL AT STILE ENDS CORNERS I "'111 fff 1 II I II I �L� I /I 1 /I 0 u. I �E lic / x( w < n J LL \ II I \ II I \II I K II I N Z _ ACTIVE ito z Bm a 0 23 1/2"o D.L. OPG. 2 ANCHORS TYPE 'S' AT STILE ENDS #: 1• e• • � 111• 72" DOOR FRAME WIDTH 6" MAX. SEE CHART FOR QUANTITY HEADSILL A CORNERS 1 I I 11 / II _ so o � LOCK OPTIONS SEE SHEET 9 u x� u' _ k II I 1 n I I II II AVE I I I I ACTIVE INA 1216112WA c ---mz Bw z d�0 23 1/2" 23 1/2" D.L. OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION FOR 3 HINGE DOOR ( XX ) HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' 'B' C. 4 4 4 6 6 6 1 /2" 7 7 - \ N ri D' O ►-M)Cf REVISED 5 0 LD rt PlYb`w111111e flar{/• - 2 yto u~i ^ vO1i Dime ra 3 N 1 AM Z Z CwtrJ N JAVAD AHMAD ,Lr •II CML q FLA. PE / 70592 0 CAN. 536 / dW 113-01 37 1/8" SIDELITE WIDTH HEADSILL n CORNERS \TJ i H HO m x � p W M DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INCHES SIDELITE FRAME HEIGHT INCHES y-�ATIONARY PANEL (0) (SEE NOTE BELOW) EXT.(+) INT.(-) 24 30 33 36 37-1/8 39 42 84 1 80.0 80.0 80.0 00.0 80.0 80.0 80,0 80.0 77.6 77.6 73.8 73.8 68.6 68.6 24 30 33 36 37-1/8 39 90 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.6 73.8 77.6 73.8 24 30 33 36 37-1/8 96 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.6 77.6 G 31 1/8" D.L. OPG. TYPICAL ELEVATION ( O ) 144" MAX. 36" 72" 6" MAX. SIDELITE WIDTH n ,' I I DOOR FRAME WIDTH A I I 1-m I� EAD/SILL ;ORNERS 31 1/8" SIDELITE OPTIONS /I I I\ I II mo P L1L_ -�r- � X� / LOCK OPIONS i "WS a SEE SHE 9 � �IY� o J 1 I 11 II \ I \\ I �ACTIVE I 1 // III II I I SEE CHART FOR QUANTITY HEAD ANCHORS AT STILE & MULLION ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' 'B' 'C' 6 1/2" 7 7 - 'Xi FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON -===�F- -= SHEETS 1 & 2 I I ti II II I I II II II II I I II II 'Xi FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON -===�F- -= SHEETS 1 & 2 I I ti II II I I II II II II I I II II 71/2" 31 1/8° � 1°I �U D.L. OPG, SURFACL APPLIED FALSE MUNDNS MAY BE USED PWI)UC V REVISED r 11`10-9 w11611. Fbrld, Y�I" Code Aen,., No Lyketlw Delc_ 9 SIDELITE D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY En9, IAVAD M11AD CML FLA. PE 1 70592 CAN. 3538 i n ; 7 3drowing no. W13-01 DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INCHES DOOR LEAF WIDTH INCHES SIDELITE FRAME HEIGHT INCHES SIDELITE TO DOOR MULLION (SEE NOTE BELOW) EXT ) INT.(-) 24 30 33 36 37-1/8 39 42 35 84 80.0 80.0 80.0 80.0 80.0 80.0 g0.0 80.0 77.6 77.6 73.8 73.8 68.6 68.6 24 30 33 36 37-1/8 39 35 90 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.6 77.6 73.8 1 73.8 24 30 33 36 37-1/8 35 96 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 77.6 77.6 SIDELITE TO DOOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES ON SHEET 1. 2. SELECT LOWER OF SIDELITE TO DOOR MULLION CAPACITY FROM TABLE ABOVE. 3. LOWER VALUES FROM STEPS I OR 2 WILL APPLY TO ENTIRE SYSTEM. DOOR DOOR FRAME SIDELITE SIDELITE FRAME SIDELITE WIDTH WIDTH j}� / C H /J \ &H WIDTH WIDTH WIDTH / H J C MULLION ( XXO DOOR STILE END ANCHORS l END ANCHORS SEE SHEET 3 SEE SHEET i - C DOOR DOOR WIDTH , WIDTH ' ` WIDTH / / \ C \ J / ( OXO) ` ( XOX ) -N irc ° rueur cinci ❑c WIDTH WIDTH l WIDTH J 4 V o �Y rj Z m o 0 0 � U IL Q; O 0 G aM�j ()cy F1 Q 0&<o x N J o Q W o y N O m \ N J M v N K, c� O hj � O w o y� to LL N � PRODUCVREVISED d .0 � rrplil�K.11h jh, F .d& E Z z v� Wik1 Cndr �5 ArrrptA�cc No 4-I-I DIS •OLf 3p�� Drd( uductCo�Irel Li r NOTE: GLASS CAPACITIES ON THIS SHEET ARE c BASED ON ASTM E1300-09 (3 SEC. GUSTS) d < m o AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAVAD AHMAD CNIL � FIA PE Ch.N ! 70592 538 X h �n drawing no. W13-01 3/16" ANN. CLASS .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090' Soflex Cleo, And Color Glass INTERLAYERS By 'Eastman Chemical Co.' .090" Kuroroy SentryGlas By 'Kuroroy Americo, Inc.' .090 Kuroroy Butocite, PVB By 'Kuraray America, Inc.' 3/16" ANN. GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE-1200 4 I i '\ j I I \ I. 1 / 28 AT 1/4 POINTS 7/16" LAM. GLASS 6" HEAT STREN'0 GLASS .075" Soflex CP With PEr Core By 'Eastman Chemical Co.' .090' Soflex Clear And Color Glass t INTERLAYERSB7' Eastman Chemical Co.' .090" Kuroroy SentryGlas By 'Kuroray Americo, Inc.' .090" Kuraray Butacite PVB By 'Kuroray Americo, Inc' 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE-1200 I it °ll \ I II 1 1 / i 28 AT 1/4 POINTS 7/16" LAM. GLASS GLAZING OPTIONS 3/16" TEMPERED CLASS 3/8- AIR SPACE 3/16- ANNEALED GLASS .075' Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Clear And Color Glass By 'Eastman Chemical Co.' INTERLAYERS .090" Kuraray SentryGlas By 'Kuroray Americo, Inc.' .090" Kuraray Butacite PVB By 'Kuroroy Americo, Inc.' r-3/16" HEAT STREN'D GLASS f W CORNING 995 W CORNING 899 E-1200 i a11\\1XL EDGE SPACER ' ST.STEELBY 'CARDINAL'OR / DURASEAL BY 'OUANEX' / OR SUPER SPACER BY 'QUANEX'OINTS 1" OVERALL INSUL. LAM. GLASS CIVIL FU. P / 70592 CA 3538 1 5 2015 N z N Ow V) o !n ►RODUCII'KVISED =N a the Flod k Z� In N r N �plyle�rlrh A—pwn No - el ,O O r'1 M Etrk/M 41e r 3 ,� o Cee4xd � O_ � g U�� drawing no. W13-01 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ^CONCRETE .• Fi _z mtn 2J I I 1 1 I I 11 N � oQ O 1 I I I 21 72 O �Y^ I 13 B I Imo- I I I I I I I I I EDGE DIST.. 18Y WOOD BUCK _ SEE 0TE SHEET 1 �ONCRFAE" I o TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 0 gg� o 7SYE=E=ELEVATION TYPICAL ANCHORS SEE ELEVATIONS PICAL ANCHORS FOR SPACING S FOR SPACING i ____ — II MIAMI-DADE COUNTY APPROVED I� CLIPPED MULLION I SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM IL--------- - - - - - -- Z 28 w N e 2 n O p �i a v 000 o E.(< 0 LL a (4 r f AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO' (F.-177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4' TYPICAL ANCHORSSEE ELEVATIONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR SPACING w 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) I THRU 1BY BUCKS INTO CONC. OR MASONRYp I ,I I 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 K51)MIN LENGTH = 2-3/4"0DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) .- k II it 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) IRODUCf REVISED 0 TYPE 'C'- 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) •—PUb{M61Ye PI.A& 26 i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") A.,S N. PA .O�f I°-��`-�T' INTO METAL STRUCTURES (HEAD/SILL/JAMBS) Z;;rmftd STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) �- a MIN.) C_w Oaf-' p I I I I ALUMINUM : 1/8" THK. MIN. (6063-T5 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - U � fi u 8 t l I I I I I I TYPICAL EDGE DISTANCE N v rc+ I I I i I I �_- I I INTO CONCRETE AND MASONRY = 2-1/2" MIN. i IY®�i L J INTO WOOD STRUCTURE = 1" MIN. o ^ + a O I I I 21 INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. m 0 o •a H o c < m " 23 13 CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. Engr: JAVAD AHI.IAD n_ _ ' •u 4 1 ANCHORS MAY BE HEX OR FLAT HEAD. C L F1A PE 70592 CAN. 538 a ` SEALANTS: Y E " + EDGE n DIST. TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 5 201`. SEE ELEVATIONS GE SCS2000 SILICONE SEALANT. FOR SPACING DOOR DETAILS drowin no. 9 W sheet 6 of 1' 3/8" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING W� �o METAL STRUCTURE TYPICAI FO l /A' MAY v SHIM 2 ACTIVE LEAF 21 2� 23 ,5 7 7 to Y5 26 D.L. OPG. 25A 25B EXTERIOR LEAF WIDTH DOOR FRAME WIDTH 1BY WOOD BUCK SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING .v. 3 POINT LOCK -WITH DEAD BOLT SEE SHEET 9 9r: JAVAD AHMAD CML FLA. PE / 70592 CANS. 3538 DOOR DETAILS 11 )0 h 2015 ►RODUCf REVISED . "OplFle, Wtth the floral '"""a CNe AecgtNce Na��—/o/C.O`� Eyl..w. u.cr.� IDS 11� 3/8' MAX. K 2E T 1 TORS drawing no. W13-01 U U TYPICAL ANCHORS OI SEE ELEVATIONS 4 .'.,EDOE'OIST.n n- FOR SPACING "' 3 Z m e CONCRETE..CONCREYE. '. A z IL N I a O o � U Z OW 12 0 AGM 0o G. a 3 a O �rprc Q 3 LL ZN: O r 0 N I rII 26 3/8. O O MATING JAMB FASTENERS J 11 SHIM � S m III CONCRETE - 17 R 25 U I�i OR - ' - O ,1-JMASONRYO0.f)O "FA NJ- Zz4h W • 30 � I II � � 0 � 00 Q U EXTERIOR LEAF WIDTH I p I, II DOOR FRAME WIDTH In W SIDEUTE WIDTH 111 26 11i - MAX. SINGLE (X) 72' MAX. DOUBLE (XX) 0. a FRAME WIDTH N TYPICAL ANCHORS ' 4' LONG ►RODUCf REVt9ED SEE ELEV.L APPLY SEALANT FOR SPACING BEFORE MATING "MeCwt wNA tYe n.4h } AN:tplwe No Sr E>tpMMiw qu c . < < m NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3Za" M►� c~� L © 4W 12 13 � En JAVAD AHMAO = gr: n o I •� s y CML \ FLA. PE 70582 CA.N. 530 I 'p 00NCRETE, o I d_ .,a l ' 5 2015 drawing no. P c EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS SIDELIT DDETAILS FOR SPACING W13-01 sheet 8 Of j j r U Z N 3 y AsB.11 Bolt Asumbly a C o 0 °a te ix O K linkage Any. I linkage Asey. 01 L'�r g..Q� es I no: Rod Rod 1/2' Q :i Bolt Housing /10 , 3/I' PH SMSo m Flushbdt TIP J¢x m Q. of O n OLLJ Connection Wheel C—U. 0 2 WncH / ' � N o Neycd -T - Keyed Deodbdt Any. - !B a 1/2' PH MS 3 N M 1 Cylinder/Dea&all _ Cylidd - y 0 3 M Assy. I _ Todpi— d O1 T 0 ! /RODUCf REVISED Z z "OPl7`[ wRh t4 MA& 3 O = o YaYI.2 Cade _ O_ Keyed LM wkee Wit �I S� 1 s �� o J io..C.' U cylinder wI TalpieLe FlusMdl �el,�- ALlirala IH.aJ IfNr Cf•tlai Wheel Clip, o %..t oo, o TOP SECTION SHOWN (BOTTOM SIMILAR) c - N Flushbolts (Inactive Panel) ITap & Bottom B$o8 �o< c Eng,: JAVAD AHMAD I •, o_ CMC M.PE /7 92 1 n CA.H. 53 y� E 5 �G Q 5 drawing no. CCI CUSTOM W13-01 3—POINT LOCK sheet � 1.788 v 3.825- 1 3 125 � .062 1.625 O W z .750 qW 1.590 .080 (• ¢ 100 L587 4.495 d -s O � U 5,500 0 O a tz FRAME COVER 0 O v O DOOR FRAME HEAD/SILL 0 o 3.825 1 587 Of 0 4 Q p P458 I 0 1.410 1.625 06 �L Z 1.625 � O TOP &BOTTOM RAIL O 5.500 13 SILL COVER .oeo 6.438U.075 3 ri v N .465 1.828 1.440 $ O -� o ckf 1. 663 4.495 .075 c�3 14O �r 7 HINGE & LOCK STILE g 3 N N 755 Q M rn 0 d SIDELITE TOP & BOTTOM FRAME 7 SIDELITE JAMB COVER Z R 3 o ID o� g a n L 326 O .135 .070 1.500 .185 ►R000Cf RFVfSFO .805 .245 .625 I �Wirti w11i m, Floes ly L 22�M//'> q1�� 0 8 1.060 Yc l t. R O 15 MraartSn,�, � • �� g & � g Crew � is ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE G 1.810 3.005 1.061 1.125 j� 2.000-1 le .250&o°d .120 1.462 IF+ - II 090 500 1.184 .080- i � .080 14 n 120 4.000 GLASS STOP (LAM. GLASS) 4.000 4.000 075 Ergr: JAVAO AHMAD �� n .070 .505 ILA PEML 70592 q .500 .125 -.120 CA.N. .120-� 2.388 1.465 1.465 �- .420 -I.e7o t.t64 - drowIng no. 1.22s O O W101 3-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 10 of 11 20 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS HOLE DOOR FRAME TOP & BOTTOM CORNER LEAF TOP & BOTTOM CORNER SIDELITE JAMB CORNER TOP & BOTTOM m 20 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS SIDELITE MATING JAMB CORNER TOP & BOTTOM FLA. PE CAN. drawing no. W13-01 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW.26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www,miamidade.gov/economy CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable riles 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) reservetheright to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11238" Outswing Aluminum Casement Window - L.M.T. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. 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. A TwTmT E YSENT=-Tlie-NBA--ittntber-preceded-by--the-words-�� Bade-12 unty,-+lsrtda,--atld 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. IN A copy of this entire NOA shall be provided. to the user. by the manufacturer or its . distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0506.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0512.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA -s # 96-0417.03 and # 01-1002.03) 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer(W insulatingglass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) T arte Missile LmpaE�s•tYer FBG,� AS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009W.B, dated 03/24/14, signed and sealed by Ramesh,C. P 1, P.E. (Submitted under previous NOA # 14-0506.01) Manuel Pe z, .E. Product Control gxagliner NOA No. 15412.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E - 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202794 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 I 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted tinder NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 f6r specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1)-Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE (Submitted tinder NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted -under NOA 'sd n r MX.03) Manuel ere . Product Control EAVI er NOA No. 15-0512.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4, Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on Manuel Pere , P. . Product Control Ex min r NOA No. 15719 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E - 3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5`h Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted cinder NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and I I/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01=1002.03) 6. Laboratory compliance letters for' Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted underNOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Durasea!® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/1 R. Manuel erez Product Control Ex i r NOA No. 15-05 2.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-4 w EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. S FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. MAXIM MULTI POINT LOCK 00 9A BY 'TRUTH' J I ALT. TO CAM LOCKS d I I WOW. LOCKGHT POINTS2' 23" 3L n 11 1 4" 4 `_J STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. fQ z co 6" MAX. TYP. Q F HEAD/SILL f CORNERS N a v 's� og g 0 ao 8 1 M°n 1LiAPI J —FALSECHUNT INISED OPTIONAL Z0Z tv d 24" MAX. TYP. AT HEAD/SILL TYPICAL ELEVATION (FLANGE FRAME) 1—— ^ 111 LOCK ;K' LOCKS V LSHUTTERS ARE NOT REQUIRED. NOTES: ff�S�EPARATE IPLE UNITS, REFER TO THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I MULLION N.O.A. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY — HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSI8LE. na$I Engr: JAVAD AHMAD Y r o CIVIL PRODUCT REVISED q Q FLA. PE t 70592 m complying with Ike Florida \ i CAN. 53a Drulding Cade t5-�12.1q s Acccplmce No ,- 9 24� B rolio I Dale VW Oy T•1i n' lack Produci drawing no. W98-10( sheet 1 of 7 WINDOW WIDTH 0 VENT WIDTH o WW-1 1/2' Z m iGENERAL WINDOW SECTIONS EQUAL D.L. OPG. WW-6 1/2' 0 = a LEG FRAME F Q N a 6' MAX. TYP. A Q uqJ C! HEAD/SILL CORNERS O 0 r? Om U 1A IL 6 II Km�1 �� O pl cf� Q a g k1 0 CAM LOCKS 0 9 2 LOCK POINTS x O ALL SIZES 3 O SNUBBER W 3 I 3 =�;==1'--=-=.71�--- SURFACE APPLIED TI _ FALSE MUNTINS AT IMPACT WINDOWS ONLY I II II OPTIONAL p \ I J o n Z n z I --------- I ------ b V ---- e 4�4A o R C3 - - " MAX. TYP. ' FwF- m N �' _ _ _ _ _ _ -- q3141- - - - -AT HEAD/SILL ' 04TYPICAL �3 ELEVATION o - N(EQUAL LEG FRAME) 3 FOR GLASS TYPES, O3 z 2 L. oac. REFER TO D.L. OPG. 2 1/z' VENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3/4' �3 U O Q d WINDOW WIDTH WINDOW WIDTH C, 0 EXTERIOR MAXIM MULTI POINT LOCK 9A BY 'TRUTH' MULTI POINT LOCK 9B BY 'INTERLOCK' T— — ACT. TO CAM LOCKS ALT. TO CAM LOCKS MAX. WOW. LOCK MAX. WOW. LOCK p S HEIGHT POINTS HEIGHT POINTS _42' j e 63' 3 I B4' 4 74' 4 u 2r 54 w d I I I I I o in �°'Foo p o ry s I oaa SSS 6 q O 2 Engr: JAVAD AHMAD CML PRODUCT RGVISED FLA PE ! 70592 wilh Y¢ Florida B O u complying N. 538 ACod C111dlding e 15 �'� i g Acal ap,,ce No iJ)9 ex irernn uate A18 U 7 B =d,1A �heetl.loi 7 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. FRAME CORNER A 13 O CORNER KEY .060 THICK ST. STEEL O CORNER KEY .062 THICK ALUMINUM - - - 2,465 .OBO 7YP, O FLANGE FRAME j"— 2.075 "768 1.057 2.465 2. I15 .060 TYP. VENT (5/16- LAM. CLASS) to EQUAL LEG FRAME 12B VENT (INSUL. LAM. GLASS) ITEM PART III QUANTITY DESCRIPTION MATERIAL MANF./SUPPWER/REMARKS 1 CGI-373 4 FLANGE FRAME EOUAL LEG FRAME 6063-T6 INDALEX OR EOUIV. IA 001-397 4 6063-T6 INDALEX OR EQUN. 2 CCI-37B 4 VENT (5/16- LAM. GLASS) VENT (INSUL LAM. GLASS) 6063-TB INDALEX OR EQUN. 2B CGI-381 4 6063-T8 INDALEX OR EQUN, 2C COI-385 4 VENT (7/16' LAM. GLASS) 5063-T6 INDALEX OR EQUN. INDALEX OR EQUN. 3 CGI-375 4 GGEE GLAZING BEAD 6063-T5 3A CCI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 4 - 4 MO THICK CORNER KEY ALUMINUM - 5 - 6 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS READ. FRAME WEATHERSTRIPPING SCHLEGEL APTUS 7 0250-K-190 AS REW. VENT WEATHERSTRIPPING SCHLEGEL q-LON 8 35-10-00-101 2/ VENT _ 4 BAR MINCE, AT TOP ANO BOTTOM STEEL TRUTH, ATTACHED W/ (6) /8 X 3/9" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK MULTI POINT LOCK STEEL TRUTH, ATTACHED W/ (2) +8 X 3/8" SMS 9A - I/ VENT - - TRUTH INTERLOCK 9B - 1/ VENT MULTI POINT LOCK 10 - 2/ VENT _ A 10 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8" SS SMS 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 1 OPERATOR (OPTIONAL) STEEL INTERLOCK �75 1 OPERATOR TRACK STEEL ® 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 1110 % 1-I/4" 55 SMS 9 VENT (7/16- LAM. GLASS) U� U 0 0 z 1' 3 0 20 d n a W U CL D oG a i�i O er1 paQa� .1 D(m(yy� J it zw Ei 118 N N 3 Z p� N 0 OW J N 0 In ^ ?� N j7 m 031 Z2� E2 30Q- W U-mW 754 383 830 II,T7 O CGI-375: OGEE GLAZING STOP .830 -^I.617 Q CGI-396: SQUARE GLAZING STOP :ngr: JAVAD AHMAD I T 23 CIVIL 70592 PRODUCTRI:VLSED FU. PEr 3 CAN. 1 . complying with We Florid. a, Building Code S` A—pume No 16-0512.19 S �i y 2015 Hx imlinn Sue Ig By drawing no. Miwn aJ; Prudlcl co �W98-10c -1/8" ANN. GLASS '090" Saflex Clear And Color Glass INTERLAYERSE By 'Eastman Chemical Co.' .090" Butocite PVB By 'Kuroray Americo, Inc.' 1/8" ANN. CLASS SILICONE GE-1200 ➢OW 995 DOW 899 5/16" NOMINAL GLASS TYPE '2' 6" ANN. GLASS .075" Softex CP With PET Core By 'Eastman Chemical Co .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" SenlryGlas By 'Kuroray America, Inc.' .090" Butocite PVB By 'Kuroray Americo, Inc.' 6" ANN. GLASS SILICONE G£-1200 ➢OW 995 DOW 099 3/I6' HEAT STREN'D GLASS .075" Saflex CP With PET Core FBy 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass INTERLAYERS By 'Eastman Chemical Co.' SentryGlas �F 1' � V Z O `4 .090" By 'Kuraroy America, Inc.' .090" Butocite PVB 0. Q ZBy Kuraroy Americo, Inc.' ^ M m 3/16" HEAT STREWD GLASS Yfi SILICONE 2995 I I V ana'1/1 II DOW irI I� Dow 899 I I uy11 Q ¢ Q 7/16" NOMINAL 7/16" NOMINAL. GLASS TYPE W GLASS TYPE W PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DUALS WINDOW DIMS. GLASS TYPE '2' CLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 20" 24" 28• 30' 32" 36" 40• 42" 36" 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 138.8 110.0 195.0 110.0 195.0 110.0 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20' 24' 28' 30" 32' 36' 40" 42" 42" 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138A 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 79.3 83.3 110.0 1 120.0 110.0 120.0 79.3 110.0 120.0 60.0 60.0 20' 24' 28" 30' 32' 36" 48" 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 _ 110.0 195.0 110.0 195.0 103.8 97.1 104.1 110.0 195.0 110.0 120.0 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 40 42" 69.4 110.0 120.0 60.0 60.0 20" 24' 28' 30 32" 36' 40" 42" 54' 129.5 110.0 195.0 110.0 195.0 107.9 I10.0 195.0 110.0 195.0 r72.tI 92.5 110.0 120.0 110.0 120.0 86.3 110.0 120.0 110.0 120.0 80.9 110.0 120.0 110.0 120.0 120.0 71.9 110.0 120.0 110.0 64.8 64.B 170.0 120.0 110.0 120A 61.7 61.7 110.0 120.13 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SQUARE BEADOPTIONAL ^�1�I O "V�1 ALL GLASS TYPES I I Q w ry M Za1_ m PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED = N REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. CLASS TYPE '2' CLASS TYPE '3' GLASS TYPE 'e' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' � WIDTH HEIGHT EXT. (+) INT. (-) EX7. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 3 Z I 20' 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 a- 24' 26-1/2' ^ I 85.8 95.4 110.0 195.0 110.0 120.0 110.0 195.0 110.0 195.0 110.0 195.0 28" 76.7 83.3 110.0 120.0 110.0 120.0 37' 26" 110.0 145.4 110.0 195.0 110.0 195.0 [�7. E- 0 W 30" B0" 42' 0 Ld 73.2 77.7 110.0 120.0 110.0 120.0 I10.0 128.1 110.0 195.0 110.0 195.0 70.2 72.8 110.0 120.0 110.0 _ 120.0 19-1/8" 110.0 190.E 110.0 195.0 110.0 195.0 O 32" 26-1/2" 7 z 54.8 64.8 110.0 120.0 110.0 120.0 110.0 137.5 110.0 105.0 110.0 195.0 36' 38-3/8" = N F - - 60.0 60.0 60.0 60.0 98.5 98.5 110.0 194.5 110.0 120.0 40" 37" (n U1 n _ S N 60.0 80.0 60.0 60.0 86.0 110.0 120.0 110.0 120.0 42' - - 42' 88.8 1 00 M 20' 86.7 06.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 144.5 110.0 195.0 110.0 195.0 ¢ E3 3 n Z 73.4 73.4 110.0 120.0 110.0 120.0 99-7 104.3 110.0 195.0 110.0 195.0 24' 26-1/2" 50 ,°.° Z I N a 64.2 64.2 110.0 120.0 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 28" 37" I 0 - O � 60.6 60.6 110.0 120.0 110.0 120.0 65.8 65.6 110.0 120.0 110.0 120.0 30' 66" 42" (9 p Q 32' 57.5 110.0 0 57.5 120.0 110.0 120.0 19-1/8" 96.7 104.2 11010 195.0 11o.0 195.0 36' 26-1/2" 63" - - 60.0 60.0 60.0 60.0 74.9 77.9 110.0 120.0 110.0 120.0 - - - 60.0 60.0 60.0 60.0 60.0 60.0 110.0 120.0 110.0 120.0 40' 37' 42" 20" 66.4 66.4 110.0 195.0 110.0 120.0 - - fi0.0 60.0 60.0 60.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8. 67.0 83.0 110.0 195.0 110.0 120.0 o 28" 72" 48.9 48.9 110.0 120.0 110.0 120.0 26-1/2" 74-1/4" 48.6 46.6 110.0 120.0 110.0 120.0 N S D . Q. 46.0 46.0 110.0 120,0 I10.0 120.0 - - 59A 59.8 59.8 59.8 30' 37" 0 a 32" 43.6 43.6 110.0 120.0 110.0 120.0 37' 77" - - 56.3 56.3 56.3 56.3 36' - - 60.0 60.0 60.0 60.0 * LIMIT MAX. LOADS TO 171.0 PSF A 32' - - 60.0 60.0 60.0 60.0 76' WHEN MULTI POINT LOCK BY 'INETRLOCK' 98 - 20" 52.0 52.0 110.0 120.0 110.0 120.0 lb ubLu w A' 0 g m c 24' 43A 43.8 110.0 120.0 110.0 120.0 4c �k SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 28• 78• 38.1 38.1 110.0 120.0 110.0 120.0 ., c N o g 4C 32" - - 110.0 120.0 60.0 60.0 _ y 8/ � (, C - - r� 32" - - 60.0 60.0 60.0 60.0 20' 41.5 41.5 110.0 120.0 110.0 120.0 24" 34.9 34.9 110.0 120.0 110.0 120.0 Engr. JAVAD AHMAD a ' 28' 84" - - 110.0 120.0 54.5 54.5 CIVIL FLA. PE 1 70592 PRODUCT REVISED a9 camplyln6 wilh Um Florida 30' - - 51.2 51.2 51.2 51.2 CA . 3538 Building Code 1 O5)2��q s = �• �" 32' - - 48.3 411.3 4&1 48.3 Acceplallce No Rxp reH I Dale /8 g '� NOTE: BY LOAD/AREA LIMITS Mi =;- FOR +110.0. -120.0 PSF = 16.34 SO. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. shnf 7 1/8" TEMP. GLASS r 1/8" TEMP. GLASS �U AIR SPACE AIR SPACE 1/8" ANN. GLASS 1/8" TEMP. GLASS Z .075" Soflex CP With PIET Core .075" Soflex CP With PET Core to 3 By 'Eastman Chemical CO.' By 'Eastman Chemical Co.' G .090" Soflex Clear And Color Glass .090" Soflex Clear And Color Gloss F Z Z BY 'Eastman Chemical Co. By 'Eastman Chemical Co.' Q I INTERLAYERS .090" S.ntryGlos INTERLAYERS .090" SenlryGlos �. O 0 o By 'Kuraray America, Inc.' LBy 'Kuraray Americo, Inc.' Q ll?Jun V .090" Bulactte PVB .090" Butacite PVB 'Kuraray o By 'Kuraray America, Inc.' By America, Inc.' SQUARE BEAD 1/8" ANN. GLASS 1/8" TEMP. CLASS TIONAL ALL GLASSTYPES O Q' K j M M SILICONE GE-1200 SILICONE I GE-1200 DOW 995 1 DOW 995 Q it I. DOW 899 ➢ow B99 1901 O XL EDGE SPACER 'CARDINAL' XL EDGE SPACER 'CARDINAL' ST. STEEL BY OR SETTING BLOCKS ST. 2 LITE STEEL BY OR SETTING BLOCKS 2 LITE M J z N DURASEAL BY 'QUANEX' EPOM DURASEAL BY 'OUANEX' EPDM Q 6 � f ilj OR DUROMETER 85±5 OR DUROMETER 85±5 _ C- SUPER SPACER BY 'OUANEX' 3/4" INSULATED SUPER SPACER BY 'OUANEX' 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' J m Z Al PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS V) A NO SHURERS REWIRED NO SHLTTERS REWIRED NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 1HRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS Lu .. WINDOW DIMS. CLASS TYPE 'YA' CLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE. '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 'BA' QOf MOTH HEIGHT EXT. (+) INT. (-) EXT. (+) TNT. (-) WIDTH HEIGHT EXT. (+) TNT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) TNT. (-) EXT. (+) TNT. 20' 110.0 194.3 110.0 195.0 20" 98.8 112.6 110.0 t95.0 19-1/8" 110.0 1950 110.0 195.0 5 _ F- 24' 110.0 161.9 110.0 195.0 24' 85.8 95.4 110.0 t20.0 26-1/2" 110.0 203.0 110.0 195.0 0 3 N 28' 110.0 138.8 110.0 195.0 28' 76.7 83.3 110.0 120.0 26" 37" 110.0 145.4 110.0 195.0 0 M M 30" 11o.0 129.5 110.0 195.0 30" 73.2 77.7 110.0 120.0 42' 110.0 128.1 110.0 1g5.0 'k 0 Z Z J J6, 32' 110.0 121.4 110.0 195.0 60„ 32' 70.2 72.6 110.0 120.0 19-1/8' 110.0 190.6 110.0 195.0 ^ 36" 107.9 107.9 110.0 195.0 36' 64.8 64.8 110.0 120.0 26-1/2" 110.0 137.5 110.0 195.0 38-3/8" � O � ... 40' 97.1 97.1 110.0 120.0 40' 60.0 50.0 - - 37' 98.5 98.5 110.0 1200. C) O Q J 2 42' 92.5 92.5 110.0 120.0 42' 60.0 60.0 - - 42" 85.8 86.8 110.0 120.0 20' 110.0 166.5 110.0 195.0 20" 86.7 86.7 110.0 169.0 19-1/8" 110.0 144.5 110.0 195.0 24' 110.0 138.8 110.0 195.0 24" 73.4 73.4 IWO 120.0 26-1/2" 99.7 104.3 110.0 195.0 50-5/8' 28' 110.0 118.9 110.0 195.0 28" 64.2 64.2 110.0 120.0 37' 74.7 74.7 110.0 120.0 k k 30" 110.0 111.0 110.0 195.0 30" 66" 60.6 60.8 110.0 118.2 42" 65.8 65.8 110.0 120.0 32' 42" 104A 104.1 110.0 120.0 32' 57.5 57.5 110-0 112.2 19-1/8" 96.7 104.2 110.0 195.0 W z u o n 38' 92.5 92.5 110.0 120.0 36" 60.0 60.0 - - 26-1/2" 74.9 77.9 110.0 120.0 4 S x 63" - 40' 83.3 83.3 110.0 120.0 40' 60.0 60.0 - - 37' 60.0 60.0 110.0 117.0 42" 79.3 79.3 110.0 120.0 20" 66.4 66.4 110.0 120.0 42" 60.0 60.0 - - w a o b C 4 20' I1o.0 145.7 110.0 195.0 24' 56.1 56A 109.3 109.3 19-1/8" 63.0 63.0 110.0 120.0 24' 110.0 121.4 110.0 195.0 28' 48.9 48.9 95.3 9513 26-i 2 74-1 4 46.6 6. 26' 30' 72" 37' S9.8 59.8 - - NOTE: 104.1 104.1 110.0 120.0 46.0 46.0 89.8 89.8 9z1 971 uo.o zo.o 43.6 43.6 85.0 85.0 30' 32' 3T 7T SB.J s6.3 - - GLASS CAPACITIES ON THIS SHEET ARE o o 32' 46" 36" BASED ON ASTM E1300-09 (3 SEC. GUSTS) i - 60.0 60.0 - - 91.1 91.1 110.0 120.0 36' * LIMIT MAX. LOADS TO 171.0 PSF AND FLORIDA BUILDING COMMISSION WHEN MULTI POINT LOCK BY 'INETRLOCK' 90 80.9 80.9 t to.o 120.0 32' 76" 60.0 60.0 - - - 72.8 72.8 110.0 120.0 60.0 60.0 40" 36' - - IS USED DECLARATORY STATEMENT DCA05-DEC-219 ' - 89.4 69.4 110.0 120.0 20' 52.0 52.0 101,3 101.3 42' _ E 24" SI2E 37' X 77' APPLICABLE TO FLANGE FRAMES ONLY Engr: JAVAD AHMAD CIVIL PRODUCT REVISED 20' 110.0 129.5 110.0 195.0 43.8 43.8 85.4 05.4 98.0 107.9 110.0 195.0 78" 38.1 38.1 74.3 74.3 SEE SHEET 1 FLA. PE / 70592 . cam➢lying Leah U. Florid. N 24" 28' 28" 32" CAN. 538 Building Code Accc No �6 061� 1� 92.5 92.5 110.0 120.0 60.0 60.0 - - 30" 32' 54" NOTE: nonce LIMD.IC �%,$ /4O 20��, �' o : o` 64.4 86.3 110.0 120.0 20" 24" 41.5 41.5 80.8 80.8 50.9 B0.9 110.0 120.0 34.9 34.9 68.0 68.0 drawing no. 71.9 71.9 I10.0 120.0 54.5 54.5 - - 36" 28' 84" LOAD/AREA LIMITS M1 Wde PTodLm1 W98-� �O 64.8 64.8 n0.o 120.0 40' FOR +110.0, -120,0 PSF = 16.34 S0. FT. 61.7 61.7 I1D.o 1zD.D 4B.3 48.3 1 - - 42' 32' 1 +110.0. -195.0 PSF = 10.00 SO. FT. sheet 4of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPI lA'S 'I'O Al,I, FOUR SIDES) U u U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 O p TYPICAL ANCHORS SEE ELEV. FOR SPACING i 00 3 z ANCHORS TYPICAL ANCHORS SEE SHEET 6 FOR DESCRIPTION m V. FOR SPACING SEE ELEV. FOR SPACING ZZ W EET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES f d G j a 1/8' K. MIN. o O m v tS-E j�11 3/8' G SEALANTI SEALANT c OG arMIN.1MIN 2-1/2' MIN. 2-1/2' MIN. Q INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE V MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED a J V h TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DET I ATTACHMENT TO L) _ ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES O Ow 1/8' MIN. O TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE FOR SPACING TYPICAL ANCHORS U7 LL SEE SHEET 6 FOR DESCRIPTION SHEET SEE SHEET 6 FOR DESCRIPTION FOR SPACING _ _ SEE SELEV.HEET SEE SHEET 6 FOR DESCRIPTION N o 1 3/8' II it N SEALANT I I SEALANT I I I =— II II � Z Z �i N ?r \ II I i 13 O _ ,q O Q 'y vii \ a� ii li 11 II 0 \ MIN.BUCK INSTALLATION BY OTHERS TIAIN UCK INSTALLATION BY OTHERS ATTACHMENT T APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' o g g 4 9 MATFRIAI- PRESSURE TREATEDIIATFRIAI TR ESSURE-IRFAIFD TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL n m o ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD 0 0 Y o ry o c - O m ALUM CHANNEL 3/4' X i' X 3/4' X 1/8' 2-1 2' LONG / Engr: JAVAD AHMAD CML PRODUCT"BGVISLU j r o o 9 AT ANCHOR LOCATIONS M PE 70592 as —nplying wiih Om Florid. t538 r i � CAN. puilding Colo ncuplwa No c5'o512, I � s o a I Rx t9tion Dalc 1:%i8 � S � ono. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT, ANCHOR LOCATION M ITy Midn' Dluk Produci drawin 9 W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP she o et 5 f 7 INSTALLATION CONDITIONS EQUAL LEG FRAME{APPLIES TO ALL FOUR SIDES)V FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 o 0 TYPICAL ANCHORS Z SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 3 0; b TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS METAL STRUCTURES F p Q IL N �' a I� SEE SHEET 6 FOR DESCRIPTION SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1/8' THK. MIN. 00 w g O 0 U °t V O m 0 � Q P7 g G �° 2 1/6" Illaaa 3 J ° a ° .• �. ° v ° .- �. MIN. �1' e 1' MIN a MIN a b a 2-1/2' MIN. 2-1/2" MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE V U MATERIEL: PRESSURE TREATED MATER19L: PRESSURE TREATED Z r� TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO w V) ^ ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDEVUSING WOOD METAL STRUCTURES 0 w — 0 1/8' MIN. ca z V) c n TYPICAL ANCHORS o 3 N M TYPICAL ANCHORS 4/�SEEELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING - - SEE SHEET 6SEE ELEV. F OR SPACING I f l i T 0 P) 0 3 Z SEE SHEET 6 FOR DESCRIPTION I I I Z N I I 3o-M I o 1 3/8' II II jj 11 II + - � < 0�mm 0 A�\ II II II II II `L --J a a I 2 7/6' v d C BUCK INSTAL INSTALLATION BY OTHERS e° BUCK INSTALLATION BY OTHERS ATTACHMENT T O APPROVED MULLIONS ,`w� d 4 t 9 o 0 INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' o � g MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED •` 0 0 $ $ o TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD Engr. JAVAO N MAD CML PRODUCTRE•.VISED 4 A FLA PE 70592 as cmaplyieg wh it. Fludde CAN. �536 I;uilding Cnda .. � ncccPlvlce IJo 15-05;2. 9JJj ' 'r6limc Uale_ ;; $ � drowing no. W98-1000) WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN TTy LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Mi Dek Product Ca THEM TO THE BUILDING STRUCTURE. 01� sheet 5.1007 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CUP ANCHORS WITH SHEAR CUP AT 17" O.C. AT 10' O.C. AT 17' O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT,(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20' 24" 28' 30, 32' 36' 40' 42" 36" 195.0 195.0 154.8 195.0 195.0 195.0 129.0 172.0 192.9 195.0 195.0 110.6 147.4 180.0 168.8 103.2 137.8 195.0 96.6 129.0 150.0 195.0 86.0 114.7 135.0 128.6 180.0 77.4 103.2 171.4 1 73.7 98.3 20' 24' 20' 30' 32' 36' 40" 42' 42" 195.0 195.0 132.7 176.9 192.9 195.0 110.6 147.4 165.3 195.0 94.8 126.4 154.3 195.0 88.5 117.9 144.6 192.9 82.9 110.6 128.8 171.4 73.7 98.3 115.7 154.3 66.3 88.5 110.2 1411 113.2 64.2 20' 24' 28" 30' 32, 36" 40" 42" 48' 195.0 105.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.E 138.2 _ 180.0 195.0 103.2 129.0 168.6 195.0 96.8 120.9 150.0 187.5 86.0 107.5 135.0 168.8 77.4 98.8 128.6 160.7 73.7 92.1 20' 24' 28' 30' 32' 36" 1. 42' 54' 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 150.0 195.0 86.0 129.0 133.3 195.0 76.4 114.7 120.0 180.0 68.8 103.2 114.3 171.4 65.5 1 98.3 20' 24" 28" 30' 32' 36" 40' 42' 60' 195.0 195.0 123.8 185.8 180.0 195.0 103.2 154.8 154.3 195.0 88.5 132.7 144.0 195.0 82.8 123.8 135.0 195.0 180.0 77.4 116.1 120.0 60.8 103.2 108.0 162.0 61.9 92.9 1 102.9 154.3 59.0 88.5 2' 24" 28' 30' 32" 36" 40" 66, 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.0 1950. 93.5 131.3 123.1 153.4 195.0 88.0 136.4 190.9 171.5 78.2 109.5 122.7 70.4 98.5 20' 24' 28' 30' 32" 36' 72" 195.0 195.0 129.0 180.6 137.5 1 195.0 107.5 150.5 160.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.6 195.0 60.6 112.9 125.0 175.0 7t.7 100.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DINS. ANCHORS W/O SHEAR CUP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10" O.C. AT 17" O.C. AT TO" O.C. WIDTH HEIGHT EXT.(+)/ANT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 32' 36" 76" 133.2 195.0 76.4 122.2 118.4 189.5 67.9 108.6 20" 24" 28' 30' 32' 78" 1 195.0 195.0 119.1 190.5 173.1 195.0 99.2 158.8 148.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 119.1 r 129.8 195.0 74.4 20" 24" 28'1 32" 84" 195.0 195.0 132.7 195.0 195.0 195.0 110.6 94.8 165.9 165.3 1950._ 195.0 142.2 F 154.3 88.5 1 132.7 I' I I I ANCHORS W/0 SHEAR CLIP PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CUP ANCHORS WITH SHEAR CUP AT 17' O.C. AT 10" O.C. AT 17' O.C. AT 10" D.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INL(-) EXT.(+)/TNT.(-) EXT.(+)/INT.(-) 19-1/8' 26-1/2" 37' 26" 195.0 195.0 149.4 195.0 195.0 195.0 195.0 107.8 161.8 195.0 77.2 115.9 19-1/8' 28-1/2' 37' 38-3/8' 195.0 195.0 151.9 195.0 191.2 19510 109.6 146.1 104.7 1 136.9 162.61 78.5 19-1/8, 25-1/2' 37' 50-5/8' 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 138.4 173.0 79.3 99.2 19-1/8, 26-1/2' 3T 42' 63' 195.0 195.0 123.3 185.0 155.3 195.0 89.0 155.8 111.2 194.8 63.8 111.E 98.0 1 171.4 56.2 98.3 19-1/6' 26-1/2" 37' 74-1/4" 195.0 193.0 130.8 195.0 184.7 195.0 94.4 151.1 117.9 188.6 67.6 1D8.1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4' DIA. KWIK-CON II BY 'HI TI' (Fu-163 KSI, Fy=157 KSI) 1/4" DIA, ULTRACON BY ' LCO' (Fu-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY mim 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES ANCHORS WITH SHEAR CLIP STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL D DISTANCE Nib CONCRETE Al D MASONRY-12-171-MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. CIVIL PRODUCI'RL'VISHD D CAN. PC 5538392 a wntplyin6 with 9m Florida Building Code A-PieNo 15-05 1 H<pialimi Dnic /20) A U 15 Hy MiAm' udc Pruduc Caltrol a � � a arowing no. W98-10( PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT EXT.(+) 1 20' 110.0 24" 110.0 28' 110.0 30' 110.0 1. 36' 110.0 36" 110.0 40' 105.8 42' 97.0 20' 110.0 24' 110.0 28' 106.9 30" 42' 103.5 32' 100.7 36' 97.0 40" 95.2 42' 95.0 20' 110.0 24' 110.0 28' 110.0 30" 110.0 32' 46' 09.1 36 03.5 40' 99.8 42" 95.0 20' 110.0 24" 110.0 28• 99.8 30' 54, 95.5 32 91.9 36' 86.2 40' 82.2 42' 80.6 20' 110.0 24' 97.0 28' 86.8 30' �1 82.8 32" 79.4 36" 73.9 40' 60.0 20" 110.0 24' 107.8 28" 95.9 30' 65' 91.3 32' 87.3 36" 60.0 40 60.0 20. 10.0 24' 97.0 28' 86.0 30" 72• 81.7 32" 77.9 PERFORMANCE VALUES OF ALUMINUM BUCE INSTALLATION ANCHORS WINDOW DIMS. EXI.(+) INT.(-) BDTH HEIGHT 20' 24' 28' 30' 32' 36' _ 76 105.8 120.0 90.9 120.0 110.3 80.5 76.3 104.7 60.0 60.0 60.01 60.0 20' 24' 28' 30' 32' 78' 102.7 120.0 88.2 120,0 77.9 120.0 73.9 101.3 60.0 60.0 20' 24' 28" 30' 32• 84' 110.0 120.0 97.0 120.0 85.5 117.3 60.0 60.0 60.0 80.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 19-1/8" 26-1/2' 37' 42' 26' 110.0 195.0 110.0 195.0 110.0 184.2 110.0 152.4 19-1/8" 26-1/2' 37' 42' 38-3/8• 110.0 195.0 110.0 172.6 110.0 156.3 95.7 120.0 r 50-5/8' 110.0 195.0 110.0 154.7 94.0 120.0 89.8 120.0 42' 63' 1 109.3 149.9 84.8 116,2 67.9 93.1 60.0 60.0 19-1/8' 26-1/2" 37' 74-1/4' 110.0 154.6 86.4 118.5 60.0 60.0 19-1/8• 26-1/2° 37" 76' 109.9 120.0 84.0 115.2 60.0 80.0 19-1/8" 26-1/2' 37' 77' 1 108.3 120.0 82.7 113.4 60.0 60A TYPICAL. ANCHORS: SEE ELEV. FOR SPACING A - 114" DIA. KWIK-CON II BY 'HILTI' (FU-163 KSI, Fy=157 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C - #14 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS I'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. ALi�MINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. aAftU . Z p 0 m 0 a �o 0 a � N m 0gao8 0�� j�U) j14 SMS AT 6' FROM ENDS J 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL ,a Z �U AT 6" FROM ENDS IN 17' O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL O O w N Oy °V N yx N f 5E 1 N o 3NM� O � I � • TYPICAL ANCHORS TYPE 'A' OR '8' TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND AT 61 FROM ENDS AND C- 2 1/2" MIN. I 17. O.C. MAX. AT JAMBS 17' O.C. MAX. AT JAMBS 17 O.C. MAX. AT HEAD/SILL 24' O.C. MAX. AT HEAD/SILL EDGE DIST. 11 MIN G INSTALLATION TYPE '5' INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES i o� TYPICAL INSTALLATION DETAIL a `u ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM ; g U s 2.500--1 845 .0E .5921_ I 5 1.436 .125 ALUMINUM BUCK 6063-TS .845 065 1 1.125 .903 OPTIONAL COVER 6063-T6 �9c 1 E J CIVIL nRODUCTRF.VISISD M PE 70592--Plyiuj wilh " Fluids Q CAN. 538 Building A-plelwe CodeNo 15'0512.Iq raiiun Dak 2019 b .� p1j Dade Praducl =dr MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by A]-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number- preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0413.03 Expiration Date: September 22, 2020 Jj�f (IS Approval Date: June 25, 2015 / J Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® 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 SpacerO insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) v Manuel , P.E. Product Contr,c�' aminer NOA No.0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural Edition (2014), dated July 18, 2014, prepared by sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. analysis, complying with FBC-5" Al-Farooq Corporation, signed and D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite© PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement Ietter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Per , E. Product Control E m' er NOA No. 1503.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-2 FLANGE WIDTH D.L. OPG. f 6' MAX. HEAD/SILL �t+J V+�J SHORTER CORNERS II II II II n u u n CY9 I I �i I I O ____JL__ W J ___-,r--___T1 � II II II II II II II II II II II II n FLANGE & FLANGE ADAPTOR FRAME SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. J 6 1 11' o FALSE MUNTINS� (SURFACE APPLIED) 18' MAX. OPTIONAL SHORTER SIDES EQUAL LEG FRAME WINDOW 1 1 WINDOW W WIDTH_, �N� WINDOW ,WINDOW WIDTH. � II 3 3 3 3 I I II II II / II II II ______U.. ----Ir - - - - - Tf- II II II II II 11 II II II 11 II II j N _ � o ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. BUCK HEIGHT Ins D.L. OPG. Si0'P!�'t II � LLII i7=-- = -.----- II 11 W O II II =M II ---II II II/i II II y 11 II // II II U -1 II II II '/ II II m I� 6" MAX. 17' MA CORNERS STRAIGF SIDES WINDOW 1 1 WINDOW WIDTH WINDOW WIDTH WIC_ W'IDTH,� r 1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED C COMPLY WITH THE I ', � `yULU-Jil REQUIREMENTS E THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). oWOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. N RAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" � u - LAM. GLASS 0 0 ' S 8 INSULATING LAM.GLASS LARGE MISSILE IMPACT e o o W En9r. JAVAD AHMAD SMALL MISSILE IMPACT g q i CIVIL PRODUCT RRVISP.D I ' FLA. PE 1 70592 . complying With the Florlde C.A.N. Z538 Building Code` Acceptencc No �S�D¢I C M 2��5 ration Doe %(JLu v a i 5 ey Miami ode Product Control drawing no. W10-02 48' BUCK WIDTH D.L. OPG. 16' MAX. 6' MAX. HEAD/SILL 2 STRAIGHT CORNERS SIDES I 1. u N I I 11 I I 11 II II II II II II x O O II II m II II II II II II u u u u u u u n u II 2 I' �0 II II II II in V II II II II II II II II in 2 O w J rx 7 O II II VIJ o m II II --1T-----TI --- ----IT o 41 II II n u N u II u II FALSE MUNTINS (SURFACE APPUED) 16' MAX. 6' MAX. OPTIONAL STRAIGHT HEAD/SILL SIDES CORNERS FIN FRAMES 4B" { µ .0 Qs' ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FlN FRAMES �u N o 0 0 � O m � s N Q V 0 � Y vo a�7LL O M O (L LLz�J� aW fo ti N v I a O Ld II F r m 3 NM� Q M rl IV MAX. z 0 3 uO1j STRAIGHT 3 Z SIDES O W� Uoa O C 21 n i k d o o S o o q rgr. JAVAD AHMAD PRODUCT REVISED j CML na complying with dw Florldn ilh PE 17Building Code CAN. 538 Ajpldlce No �S• (Tr � � �, S G�A 2��5m ads Product Con dfOwing no. W10-02 9heetl.Tof 6 Z. 3 �o n W J L ( 1 p a �8 O U a v eni LL QQ O O 1L WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED Q � K VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. O: O FFii LL = V LL 1 )c TYP• BUCK DIMS X, Q w el f FLANGE FRAME N Q FTANGE DIMS ; n g z (n BUCK DIMS 3 6 00w p N EQUAL LEG FRAME � r) n_ 3C4M O 1', n d a3 N BUCK DIMS Z Z 30 W O�� U�� FIN FRAME O BUCK DIMS 8 0 4 FLANGE ADAPTOR FRAME W >? `u g � - FLANGE oil NOTE: y ° - c GLASS CAPACITIES ON THIS SHEET ARE 5) a « 6 S E BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION _ DECLARATORY STATEMENT DCA05-DEC-219 a Engr. JAIAD AHMAD PRODUCFREVISED .9 CML I Fi/G PE / 70592 a plying with the Ftorlda I C. 53B Building Code ^4A1, � Atteplonee No '[/'IJ Q „ Ca 'tattoo Date 2D ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 9 015 M"m' ade Praducl Control drawing no. W10-02 sheet 2 of 6 DESIGN LOAD CAPACITY -PSF .FIANCE DIMS. BUCK DIMS. CUSS TYPES 'C'&'CI' GUSS TYPES 'D'k711' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) El(T.(+) 1NT.(-) EXT.(+) 1NT.(-) 24• 30' 36' 42' 48' 54• 60" 81 • 36. 23" 29' 35' 41" 47" 53' 59' BO" J5. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 30' 36 42" 48 54' 60" 61' �. 23' 29" 35" 41' 47' S3' 59' 80' 47, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 61.3 70.2 61.3 80.0 80.0 80.0 80.0 61.3 81.3 80.0 80.0 81.3 81.3 80.0 80.0 81.3 81.3 60,0 80.0 24' 30" 36' 42' 48' 54 60" 61' 80. 23' 29" 35• 41' 47" 53' 59" 80• S9, B0.0 80.0 BD.O 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 BS.1 48.8 48.8 85.7 65.1 24• 30' 38' 42' 48' 54' 60" 61" 72. 23' 29' 35' 47" 47' S3' 59" 80' 71" 80.0 80.0 80.0 80.0 80.0 BO.D 80.0 B0.0 80.0 80.0 80.0 80.0 70.2 61.3 70.2 61,3 80.0 80.0 80.0 80.0 S4.3 54.3 72.5 72.5 48.8 B5.1 65.1 48.0 64.0 84.0 24' JO" 36• 56" 23" 29' 35" 47' 55" 80.0 80.0 80.0 k78.2 80.0 80.0 80.0 78.2 80.0 80.042'41'B3, 70.0 80.080.048' 61,3 80.0 80.054'S3'. 54.3 72.5 72.5 52.4 52.4 68.8 89.8 24• 30' JB' 42" 4a• 49' 97. 23' 29' 35' 41' aT 48' 9B. 80.0 80.0 8D.0 80.0 80.0 80.0 8D.0 80.0 75.6 75.8 80.0 80.0 66.2 65.2 80.0 80.0 so.s sDs eo.o Bo.o S9.8 59.8 80.0 80.0 24' 30' 38' 42' 46" 102" 23" 29" JS" 41' 45" 101' 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 B0,0 74.6 74.8 65.7 80.0 80.0 80.0 80.0 85.7 59.3 59.3 80.0 80.0 24' 30' J6' 42' 44' 10B' 23 29" 35" 41" 43' 107' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 73.8 73.8 80.0 80.0 62.4 62.4 80.0 80.0 S9.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY -PSF FLANGE DINS. BUCK DINS. GLASS TYPES 'C'k'Cl' GLASS TYPES 'D'h'Ol' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) E1CT.(+) 1NT.(-) EXT.(+) 1Nf.(-) 24' �� 36" 41' 114' 23" 29• 35" 40' 11J" � 80.0 80.0 B0.0 80.0 80'0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24" � 36" 39' 120' 23' 29• JS" JB• 119' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 72.4 72.4 80.0 B0.0 85.9 85.9 80.0 80.0 24" 30• 36" 39' 121• 23" 29" 35" 38' 120' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.3 72.3 80.0 80.0 85.8 85.8 BD.O 80.0 DESIGN LOAD CAPACITY -PSF FLANGE DINS. BUCK DIMS. CUSS TYPES 'C'8'CI' GLASS TYPES 'D•k'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1Ni.(-) IXT.(+) 1Ni.(-) 18-1/B" 28-1/2' 37• 48" 53-1/8" 81' 26, 16-1/8" 25-1/2' 36" 47' 52-1/B• 60' 25, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 _ 80.0 BO.D 80.0 80.0 80.0 80.0 80.0 80.0 t30.0 B0.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 26-1/2' 37' 48• 53-1/8' 61' 38-3/8' 18-1/B' 25-1/2" 36" 47" S2-1/B' 60' 37-3/B" 80.0 80.0 80.0 80.0 80.0 1i0.0 80.D 80.0 800 80.0 80.0 8D.0 77.1 80.0 80.0 r77.1 77.1 77.1 80.0 80.0 77.1 )7.1 80.0 80.0 19-1/B' 26-1/2" 37 . 48' 53-1/8' 61' 75-7/4' 93-3/4' 50-5/B' /�, 1 7 18-1/B' 25-1/2' 38" 47' S2-1/8' 60" 74-7/4• 92-3/4' 49-5/8' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 81,3 81.3 80.0 80.0 58.0 58.0 77.4 77.4 68.0 68.0 77,4 77.4 SB.O 58.0 77.4 77.4 58.0 58.0 76.5 76.5 18-1/8' 26-1/2• 37' 4B" 53-1/8' 61' 75-1/4" 63_ 18-7/B' 25-1/2' 36" 47' 32-1/6' 60' 74-1/4' 82_ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 81.3 61.J 80.0 80.0 S5.3 55,3 73.7 73.7 48.0 a8.0 64.0 64.0 46.5 46.5 61.9 61.9 19-1/8" 26-1/2• 37' 48' 53-1/B" 61' 76, 18-1/B' 25-1 /2' 36' 47• 52-1/8' 60' 75, 80.0 80.0 80.0 80.0 80.0 80.0 80.D 80.0 80.0 78.9 78.9 80.0 81,3 61,3 BO.O 80.0 S5.3 55.J 73.7 73.7 48.0 48.0 84.0 64.0 3/16' ANN. GLASS .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Inlerloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Interlayer DuPont SenlryGlae 'E.I. DuPont De Nemours & Co., Inc: OR 090' Interlayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16' HEAT STREN'D GLASS j 7>— Z m I SILICONE GE DOW1 CORNING 899 DOW CORNING 995 134 O IA rW. �1/4 ON LITES GLASS TYPE 'C' 7/16' OVERALL LAM. GLASS (L.M.I. & S.M.I.) 3/8' AIR 3/18' HEAT STREN'D G (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1MUST BE TEMPERED. -3/16' HEAT STREN'D GLASS 075' Interlayer Saflex CP Nth PET Core By 'Eastman Chemical Co.' OR .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 090' Inlerloyer DuPont SenlryGlae BY E.I. DuPont De Nemours & Co., Inc.' OR .090' Interlayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' (i 3/16' HEAT STREN'D GLASS F �m' SILICONE GE 1200 E3 ij II DOW CORNING 899 DOW CORNNG 995 3/16' ANN. GLASS .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' — OR 3/8' AIR .090' Interlayer DuPont SentryGlas 'E.I. DuPont De Nemours & Co., Inc,' OR 090' Interlayer 3/16' HEAT STREN'D G' DuPont Butacite PVB By -E.I. DuPont De Nemours & Co., Inc' 3/16- HEAT STREN'D GLASS pp.. SILICONE F GE 1200 i DOW CORNING 699 g ,I it I DOW CORNING 995 II II XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR _ SUPER SPACER BY 'QUANEX' M5 AT 1/4 PO MS ALL SIZES GLASS TYPE 'C1' 1' OVERALL INSUL LAM. GLASS (L.M.I. ONLY) O z �AT ON LTTES ' W GLASS TYPE 'D' 7/16' OVERALL LAM. GLASS 3/16' HEAT STREN'D GLASS 075' Interlayer Saflex CP Nth PET Core By OR Eastman Chemical Co.' .090' Interlayer Soflex Cleo, And Color Glass By 'Eastman Chemical Co.' -ACE OR .090' Interlayer DuPont SentryGlae By 'E.I. DuPont De Nemours & Co., Inc' OR S .090' Interloyer DuPont Butacite PVB By 'E.1. DuPont De Nemours & Co., Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE 1200 II DOW CORNING 899 DOW CORNING 995 MI !I I! !I XL EDGE SPACER ST. STEEL BY 'CARDINAL' E4 !� I� I� OR DURASEAL BY 'OUANEX' Tti OR 0 SUPER SPACER BY 'QUANEX' a M5 AT 1/4 PO NTS ALL SIZES W GLASS TYPE 'Dl' 1' OVERALL INSUL. LAM. GLASS N J n 8 0 w iz o-, g M N 4 �N O 3 NM'j 0 M n f0 ZZ� n o o- 8�� C SILICONE 0 GE 1200 ? DOW CORNING 899 ti DOW CORNING 995 M II N II SILICONE GE 1200 DOW CORNNG 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL'o guns TYPES 'C1' & 'DI' o Engr: JAVAD AHMAD o 1 qML PRODUCT REVISED i M. PC 1 70592 os complying with the Florida c C.AN. S 38 Building Cade Acceptsnca No ✓!J`' .� Ex imtian Dote $ b By drawing no. MAY Q 2D nnim� sde Pro uct Co. W10-02 TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. l� (� V Q TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2DDO PSI MIN. N o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO METAL STRUCTURE = 3/4" MIN. n of � INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS i FLANGE FLANGE TYPICAANCHORS EUFV. FLANGE 1/4' MAX. FLANGESEE Q ° 2BY WOOD BUCK FOR SPACING SHIMS LL i ll jl WOOD STRUCTURE TYPICAL ANCHORS METAL STRUCTURE ILo aSEE R Q E3 ill ii N2 I� ELEV FOR SPACING v v -. M2 TYPICASEE L CHORS Q 4I B II II S2 = I FOR SPACING p El I =vr L 1-1/4'.' S2 M2 MIN., J v TYPICAL ANCHORS ^ I SEE ELEV. E3 it iI \ 1BY FOR SPACING l WOOD BUCK El z � of O 8 ,lJ 1/4' MAX. cc rn EQUAL LEG EQUAL LEG SH EQUAL LEG MS E2 EQUAL LEG `� N o a v 29Y WOOD BUCK M2 METAL B 1 !; ! OR A l WOOD STRUCTURE STRUCTURE iM2 O r7 n TYPICAL ANCHORS E ZzSEESPACFOR SPACING52- -----¢TYPICS2 JAN SEE E FOR SPACING v ra y o n > p TYPICAL ARICHORS !I li M2 ^ Byl. I FOR SPACING ES Ij II TYPICAL ANCHORSI !I II SEE ELEV. 33 u 33 u 33 U WOOD BUCK FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. � 2 c d '0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV. FOR SPACING 14 SMS OR (GRADE z cRs) SELF DRILLING SCREWS AND TRANSFER THEM TO THE BUILDING STRUCTURE. _ 1/4" DIA. TAPCON BY 'ITW' (Fu-120 KSI, Fy-92 KSI) INTO METAL STRUCTURES 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) Oros JAYao AHMAo b ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) CML PRODUCT REVISED n ' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES A. PE 70592 yy as —plying withd.Vladde lding Co de (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) FLA2O C G 1-1/2" MIN. PENETRATION INTO WOOD )�3.041 0Acce I- I No �I^THRU 1BY BUCKS INTO CONC. OR MASONRYJ14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)µ1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNTY APPROVED MULLIONS MIN. THK. _ .090" DY)drawing DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAY no. W10-02 1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet 4 of 6 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR i IS �.Nt•ENRON TYPICAL OCHORS ^ I SEE ELEV. ° IBY FOR SPACING WOOD BUCK 2 3/8" MIN. n� -\ 2 3/8' MINA{ I I N WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE A". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR 2BY WOOD BUCK OR A3 wooD sraucruRl FIN FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR TYPICAL ANCHOR: SEE ELEY FOR SPACIN( C3 WOOD STRUC' NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING 48 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION INTO WOOD 64. 1 n IL A INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR ° OG a � n 0aQ8 METAL � STRUCNRE yy�g!! TYPICAL ANCHORS Q W j � o ELEV, E D�� 'p�) FOR SPACING .1.1 (l[SEE N Q W elf F F-------------------- r-----------------,� MIAMI-DADE COUNTY 11 MIAMI-DADE COUNTY APPROVED Ij o o o n APPROVED MULLION 11 MULLION & MULLION ANCHORS 1 •� o o S & MULLION ANCHORS It SEE SEPARATE NOA II ` o - o - - SEE SEPARATE NOA �I I� ------ � II Engr:DAMAD15 DMAnDsYri ceocirme"tpDioluyndinIehg PrWith ithuctht e FoWn odf ,o uildwg d, P1,1Nl _041 08_____CIVIL PRODULT REVISED jAPr.092 TYPICAL ANCHORS SEE ELEV. FOR SPACING �d 0dI rIaw'-0 ti n� g noS. W10-02 (sheet A �— 2.505 i .068 1.9952 995 .065 TYP. -1.335 E1 FLANGE FRAME �j^---2.505 r_088 i .812 1.495 995 .065 TYP. 1.335 E2 FLUSH FRAME/FIN FRAME 99� 5 Ty 1.18E �1 E3 GLAZING BEAD (LAM. GLASS) -y .t2o .995 Os0 FL 125iYP. .500II� -�- �I M4 Ea GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) 1.130 I'—.065 1.450 1.550 1.680 � r.teo i--'- L •5�_ 050 .050 1.395 E5 NAIL FIN ADAPTER E6 FLANGE ADAPTOR F I.395 �1.119 1 �.180 29 .050 r .050 r .065 1.08, 8 FLUSH FRAME COVER M2 SCREW COVER ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLER/REMARKS E1 CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI-119 4/ WDW. FLUSH FRAME/FlN FRAME 6063-T6 - E3 E4 CGI-121 COI-123 4/ WDW. 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR FRONT FLANGE ADAPTOR 6063-T6 - E6 CGI-109 4/ WDW. 6083-T6 - M1 CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI-124 AS READ. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS READ. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8-) 6063-15 - MS - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 010 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS T RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS CML D.A. PE 1 70592 Ak3538015 W h W i O � O OG a ° $ W W Q paao 2 1lryy1t��6�, Jp PRODUCT REVISED o � n . complying with the Florida I Building Cade Ac..plmuo No)5' c L iret ltnl Deto Fi>La B r Miet a eProauct Con of a $ b £ drawing no. W 10-02 M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidadS.gov/economy CGI Windows & Doors 10100 NW 25`b 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 determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion --L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahtnad,;P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if -there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-1220.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0420.08 Expiration Date: Mareli 28, 2018 Approval Date: August 13.2015 8 115 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25195, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Ai Pressure Test, Loading per FBC; TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 ___jgManuel P , P.E. Product Control xa iner NOA No. I- 420.08 Expiration Date: Marcl► 28, 2018 Approval Date: August 13.2015 E - 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu f. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion --- L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manue Per .E. Product Control E an ner NOA No. 15- 20.08 Expiration Date: March 28, 2018 Approval Date: August 13.2015 E-2 Ix o .332 IN\4 Sx = .332 w\3 1X2 MULLION 6063-TB )^-1.000� 125 3.000 I25 CUP ANGLE 6063-T6 Ix a .9602 IH\4 Sx .6335 IN\3 Tx 2.9762 IN\4 Sx = 1.4881 IN\3 1X3 MULLION 6063-T6 I--1.000 »1 _V25 125 4.000 Ll L--j Ix = 2.0374 IN\4 Sx = 1.0187 w\3 IX4 MULLION 6063—T6 2X4 MULLION 6063-T6 15 Ix = 8.2757 W\4 Sx = 2.75B6 IN\3 250' IYP. K k HOLE 3' N, 4G60' H, 3' 3' 'W' DIMENSION MULLION 'W' - IN. 2" 1.888 3' 2.688 4' 3.688 6' 5.688 715 EBI7s .125 L 4.000—�i MULLION IP FOR 1 BY TUBES CGI-383 6063-TO MULLION CLIP FOR 29Y TUBE 2X6 MULLION c'1-395 6053-T6 1 6063-76 6.000 L-2,06U—J MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. [IMPACT ULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ND CAN BE USED WITH ALL MAMI-DADE COUNTY APPROVED AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TURF MULLIONS USING MULLION PROPERTIES ON Y NOTE THISODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REOUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEEl1NG ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MILLION AS PER PRODUCT APPROVAL. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH STEP a DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRA STEP - ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. En9r: JAVAD AHMAD PRODUCT REVISED CML as complying wlih Lhe Florida M. / 70592 Duildin' Code n CAN. 538 Acceptnnre No 1 20.06 /-- Bxpimtion Ju 2��5 Mimn ada ProdluH N J M N 4Q1 r^ ^ z o z N u7 M [6yj N M z Zz 0 � c9oa1� � U�f drawing no. M95-13A MULLION LOAD CHART ■■■■■■■ :.:MELINE C■■: .. .■■■■,■■■■■■■ ■■■■\.■■■■■■ ■■ ■■,■■■■■■ .E■ ■■■\\■■■■■ ■E■■■■■■►■■■■ W■■■■■■■■'A■■■■■■►■■■ .., ■■■■■■■"■ .. ■„N,■■■■■ ■■, ENOM.■■■■OEM .m■,■„■■■..■ 2B 26 30 36 40 45 60 55 611 65 70 76 SOBS TRIBUTARY WIDTH - INCHES m MULLION LOAD CHART jimmimmumi NO m 32" B- 2B 25 3" 35 46 45 60 55 6B 65 70 76 BB 66 TRIBUTARY WIDTH - INCHES Mill I TnNI I nAn nUA= Immmmmmmmm ■■.,■■■■■ 20 26 30 35 40 46 Sa 55 6a 66 7B 75 SB e TRIBUTARY WIDTH - TN173 R R■M■■E■■■ ■■.■.1190■ EMNIMEM..:1.■,■,■■.■■M■ '�■„■.,■■„■■.' M ■■■.■■■111M■■&I \\■. \1■1\LIMmommEmm■■\■■►\■■ ■..�.■.■.i■■.■ ►.■.■.■.. ■■■. �..�■EN ME■.■■■ .�■■■NENEENME ■■N■E■■EM.■M■ ■\\.■ \■■\`\■■► MEN In mmumumM MEN....■..■ ■■■,.■N■��■•■■■. ■■■\\■■\ IN ■■■■"■„■.' ■■■■■\i■SiE■■ 4 a 0 MULLIOr\LOAD CHART U A K1■■.\■■■I EMEMEM ■O■M■ ■■ ■1\■■.■\\■mom■■ .�..�MEMO .NUNN ..■.■■...: 0■ ■m■M■■ ■E■EM ■0 MEN ■ \■■ \■\ ■■■■N M !■■■ ■■11■ ■� ■LAME ■■ ■i■e IMEN1111, �I ■\\■■■■■►E■■.► ,■m■'. ■„■■■. .11,14M M ■■..s; ■,■,■■"■■■'` .. ��'■„■■„■■. s 0 Z o n O 6 a W, W2 o A o� C ARCHES TO BE INSCRIBED 0 Q INSIDE RECTANGULAR SHAPE 0 C Q3tL 6 HORIZONTAL MULL] LL Z IA _ r ZZ 'GLAZING Q W PRODUCT J a GLAZING GLAZING p PRODUCT PRODUCT Zt7 a 0 _ MULLION SPAN I Z W 2 25 3 35 46 45 66 66 60 66 7D 76 BB S I e�{ N o TRIBUTARY WIDTH -INCHES Q NM n TYPICAL MULLION ARRANGEMENT g 3 z z z� WIDTH (W) Wt + W2 0 o 2 � 02Lm VERTICAL MUWON GLAZING GLAZING 0 3 PRODUCT PRODUCE � S NOTE: � o o - _ _ oo�$ MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED C VERTICALLY OR HORIZONTALLY. o W (INTERPOLATION BETWEEN WIDTHS ALLOWED) Engr: JAVAD AHMAD PRODUCTREVISP.D FU. ECIVIL>0.592 as complying wish (he Flmid& I C Enilding Code Acccplance No 1S'��• n� i.- Expiration Dale 20� b By / 281.015 Mi Dadc Produce drawing no. MULLIONS - M95-13A sheet of 5 vrin�w7r, loll■■■ ��■®NINE LI■■■■■mom : ►��►�e■ � loll■■ loll■ In NXIN ■'I N IN ■ .... N11 • �� • ••+•.ice - +•��=o :nl 1— W—:H - INCHES TRIBUTARY WIDTH - INCHES ��■�■■■■�® 11■■■■■■■�® :.■■■■ ��:■loss : �:.�■.■■■. LI ��■�■■■■■■■■ ►®�3 ■■■■■■ I min os■o ►o■■■■■ �►.�� _. ,.loll ■.■ "`l„M■,■■■ Mill L"l4bi.6l ■■■ NOR, 1\�all\1■■■ 101 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES a a o o 0 ° a o L� z O w F dNnm W c4 n 3N�n g3 � 0 CUP HORIZONTAL MILLION NOTE: d �- � S rc ANCHORS CLIP ANCHORS ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ARCHES TO BE INSCRIBED LOCATIONS AT HEAD, SILL OR JAMB ENDS. INSIDE RECUNUTAR SHAPE ANCHOR LOAD CHARTS FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 5. a--- r ctODINGUC I (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)VERTICAL PRODUCT ; ANCHORS 'A' MULLION - \` APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 ( OR THRU 1BY WOOD BUCKS INTO CONCRETE GLAZING GLAZING N ANCHOR Eri9r. JAVAD AHMAD a ,L PRODUCT PRODUCT AIL /1 ANCHORS '8' PRODUCT REVISED APPLICABLE TO ANCHORS INTO CONCRETE As cu,nplyi::g rvilh the Florift FUL PE 70592 I GLAZING GLAZING CLIP Building Code C ,'S53B, PRODUCT PRODUCT ANCHORS 'BH' ANCHORS Aceeplafue No15-042D'cs f �' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS Eapi almDate O j ANCHORS OR THRU 1BY WOOD BUCKS INTO MASONRY / W1 W2 SPAN ION MULLdrawing no. -'" "� ANCHORS 'BF' Man' Dade Product WIDTH (W) wt + w2 APPUCABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS �f(I M95-13A TYPICAL MULLION ARRANGEMENTS 2 OR THRU 18Y WOOD BUCKS INTO MASONRY JUL.. 8 2015 sheet 3 of 5 4/4^ 0 ULTRACON "�°.1/4' 1/ ANGLE 9 ULTRACON 2X2X 1/8" 2X2X 1/8"_ 2/ ANGLE ALUM ANCLE . ;° ALUM ANGLE N 14 S.M.S. + 14 S.M.S. _ 2/ ANGLE ° n 2/ ANGLE d ____C___ __ �. 4 MULLION < MULLION 1BY OR 28Y WOOD BUCK 19r OR 20Y —MULLION 4. MULLION WOOD BUCK 2 X 2 X 1/8^ 2 X 2 x 1/V " ALUM ANCLE : ALUM ANGLE 2-5/8^ LONG a 4 2-5/8" LONG 1 I I o I I I t3 5 I I I ° I CI I I o 1.500 1.500 MAX. MAX. A 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MULLION i 2x 2x 1/8" ALUM ANGLE I I I I l 14 S.M.S. --- I 2/ ANGLE 1 1 I NOTCH ANGLES TO j MISS MARBLE SILL 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL � WOOD HOCK ��u ; N Z tiNOTCH TO ACCOMODATE EL1P.ANGLE TO MASONRY o , 2 X 2 X 1/8" ALUM ANGLE 4 ry / 14 S.M,S. 3/ ANGLE O 0. ULTRACON ", 1-3/8' MIN. EMBED o 0 n V p --C'-- -- d.; , z/ ANGLE g, 0. 00 W ----C'--- -- I. 0 lL Q Q 0 < MULLION -4 I ssac ° CONCRETE OR yJI c fr^'^'"rmmc«••" NASONRY BLOCKS —� I J NNI � 2X2X 1/8" Q $' ALUM ANGLE Ci 3-5/8^ LONG. O o °" Z X I` (A Z O W I I I g Q _ N M N 10I „ Z Z I g Z O Z Z Z Lo M " O O I O_ � v I I O `0_;RL�oB u S B 3 SCREWS PER SIDE REQUIRED FOR ^ u u g p 4" k 6" TUBE MULLIONS � Engr. UAVAD AHMAD PRODIJ'RFVISFD t M. PEM/ 70592 as complying srilL the Florida CAN. 3538 Building Code — Accepla t. No 15" � 8 Ex irelm Dale 20$ b of By $ iUtvDeln ado [§oduq� drawing no. M95-13A sheet 4 of 5 4/4' 0 ULTRACON 1% ANGLE MULLION CUP 9 d M 1BY OR 2BY WOOD BUCK -MULLION 4. d ---ram----- 1 I 1 1 I I 1 I I I I I II - -- 1 1 I I I 1 I I ° •• 1 I MULLION NOTCH CUPS TO MISS MARBLE SILL OR TRIM 4. °PRECAST GONG° d`• 8 1/4' DIA. ULTRACON !•SILL'e 1-3/8' MIN. EMBED 1/ ANGLE tACON SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS 4Lu *CH WOOD SUCK Z .TO ACCOMODATE C •CLIP,ANGLE TO MASONRY k W 7A MULLION CUP i 1 fG T 7'' FO ---- ---- LTRACON MIN. EMBED o g L-----_ ANGLE 8 O Q o ---- t ../ 0 4 �S 6 J. MULLIONd ° CQNCREfE DR MASONRY BLOCKS n�c i9ro JAVCMAHMAD PRODUCEREVISF,D Lt as complying with the Florid. FLA. PE If Building Code 70592 - C�N 5M ! �,,;� .• f Acceptance at Npirelion Date By Minor a de Product Cotthol drawing no. M95-13A J� 2 S Nib sheet 4,1o1 5 III WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY TYPE 'BF'- 1/4" DU. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN, EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS I'c = 3000 PSI MIN. C-00 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. 114 X 1/2" S.M.S. SEE CHART FOR QUANTITIES ANCHOR NO. OF SCREW$ TYPE d< D TYPE B 3 TYPE C THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION * rA . ACCESS HOLE TUBE MULLION ------------- 1 I I (114 X 3/4 FH SMS 1 PER CUP AT 1X2 k 1X3 MULL K)N I 2 PER CUP AT LARGER MULLIONS I I 1 MULLION 1/8" THICK ALUM CHANNEL j 1BY OR 2BY TUBES LENGTH TO FIT SNUG I L INTO MULLION 1 I I I ANCHORS DETAIL #1 METAL TO METAL CONNECTION �v fa G 29 oo a g �o 0 g&Q<8 0 L620 all PRODUCT REVISED ;1p .s complying mth Lhe Flmldo Building Coda Acceplaoce N. IS•Oe lo-O$ d s �, Espil�elion Dmc!W�2 ,2018 b tp By�N� .iiJEC _ i Mi Ln/ Dade Product Cai drawing no. l M9 5-13AI WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE 175 MPH EXPOSURE C Door Width Door Height Mean Roof He' ht Design Pressure Positive Negative 8 7 15 35.6 -44.7 9 7 35.3 -44.0 16 7 33.8 _41.0 18 7 33.5 -40.4 8 7 16 36.1 9 7 35.7 16 7 34.2 18 7 33.9 N:4�3 8 7 17 1 36.5 9 7 36.216 7 34.7 18 7 1 34.3 -41.5 8 7 16 37.0 -46.4 9 7 36.6 45.8 16 7 35.1 42.7 18 7 34.8 42.0 8 7 19 37.4 -46.9 9 7 37.1 -46.3 16 7 35.5 -43.1 18 1 7 35.2 42.5 8 7 20 37.8 -47.4 9 7 37.5 -46.8 16 7 35.9 43.6 18 7 35.5 -43.0 8 7 21 38.2 47.9 9 7 37.8 -47.3 16 7 36.2 -44.1 18 7 35.9 -43.4 8 7 22 38.6 -48.4 9 7 38.2 -47.7 16 7 36.6 44.5 18 r-7-1 36.3 -43.8 8 7 23 38.9 -48.9 9 7 38.6 �8.2 16 7 36.9 -44.9 18 7 36.6 44.2 8 7 24 39.3 -49.3 9 7 38.9 -48.6 16 7 37.3 45.3 18 7 36.9 44.6 8 7 25 39.6 49.7 9 7 39.3 -49.0 16 7 37.6 -45.7 18 7 37.3 45.0 Notes: EXPOSURE C Door Width Door Hei ht Mean Roof Hei ht Design Pressure Positive Negative 8 8 15 35.2 -44.0 9 8 34.9 -43.4 16 8 33.4 -40.4 18 8 33.1 -39.7 8 8 16 35.7 -44.6 9 8 35A -43.9 16 8 33.9 -40.9 18 8 33.6 -40.3 8 8 t 7 36.2 -45.1 9 8 35.8 -44.5 16 8 34.3 -41.4 18 8 5T0 40.8 8 8 18 -45.7 9 8 -45.0 16 8 144 -41.9 18 8 41.3 8 8 19 37.0 -46.2 9 8 36.7 1 45.6 16 8 35.1 -42.4 18 8 34.8 1 -41.8 8 8 20 37.4 1 -46.7 9 8 37.1 -46.1 16 8 35.5 42.9 18 8 35.2 -42.2 8 8 21 37.8 -47.2 9 8 37.5 -46.5 16 8 35.9 -43.3 18 8 1 35.5 -42.7 8 8 22 38.2 -47.7 9 8 37.8 -47.0 16 8 36.2 -43.7 18 1 8 35.9 -43.1 8 8 23 38.5 48.1 9 8 38.2 -47.4 16 8 36.6 -44.2 18 1 8 36.2 -43.5 8 8 24 38.9 -48.5 9 B 38.5 -47.9 16 8 36.9 44.6 8 38.6E-44 8 8 25 39.2 9 8 38.9 L18 6 8 37.2 8 8 36.9 4m.arr. ,44 EXPOSURE D Door Width Door Height Mean Roof Height Design Pressure Positive Nagalive 8 7 15 43.2 -54.2 9 7 42.8 53.5 16 7 41.0 �9.8 18 7 1 40.6 -49.1 8 7 16 43.7-54.8 9 7 43.3 -64.1 16 7 41.4 %.4 18 7 41.1 -49.6 8 7 17 44.1 -55.4 9 7 43.7 54.6 16 7 41-9 50.9 18 7 41.5 50.2 8 7 18' 44.�-51.4 9 7 44. 16 7 d2. 18 7 41. 8 7 19 45.0 -56.5 9 7 44.6 55.7 16 7 42.7 -51. 18 7 42.3 51.19 8 7 20 45.4 -57.0 9 7 45.0 56.2 16 7 43.1 -52.4 18 7 42.7 1 -51.6 8 7 21 45.8 57.5 9 7 45.4 -56.7 16 7 43.4 -52.8 18 7 43.0 52.0 8 7 46.1 57.9 9 ' 722 45.7 -57.1 16 7 43.8 -53.3 18 7 43.4 -52.5 8 7 23 46.5 -58.4 9 7 46.1 -57.6 16 7 44.1 -53.7 18 7 43.7 1 52.9 . 8 7 24 -58.8 9 7 58.0 16 7 -54.1 18 7 R47.2 -53.3 8 7 25 -59.2 9 7 58.4 16 7. 54.4 18 7 53.6 GA RACE DOORS EXPOSURE D Door Width Door Height Mean Roof Height Design Pressure Positive Negative 8 8 15 42.7 -53.4 9 8 42.4 -52.6 16 8 40.6 -49.0 18 8 40.2 -48.2 8 8 16 43.2 -54.0 9 8 42.8 53.2- 16 8 41.0 49.5 18 8 1 40.6 48.8 8 1 8 1 17 43.7 -54.5 9 8 43.3 -53.8 16 8 41.4 -50.1 18 8 1 41.1 49.3 8 8 18rt4 -55.1 8 -54.3 18 8 -50.6 18 8 41.5 -49.8 8 8 19 44.5 -55.6 9 8 44.1 -54.8 16 1 8 42.3 . -51.0 18 1 8 41.9 -50.3 8 8 20 44.9 56.1 9 • 8 44.5 -55.3 16 8 .42.6 -51.5 18 8 42.2 50.7 a 8 21 45.3 -56.6 9 8 44.9 -55.8 16 8 43.0 -51.9 18 8 1 42.6 51.1 8 8 22 45.7 -57.0 9 8 45.3 56.2 46 8 43.3 -52 3 18 1 8 47-9 51.6 8 8 23 46.0 57.5 9 8 45.6 56.7 16 ; 8 43.7 -52.8 18 8 43.3 -52.0 8 -8 24 46.4 -57.9 9 8 46.0 57.1 16 8 44.0 -53-1 18 8 43.6 52.3 8 8 25 46.7- 58.3 9 8 ' 46.3 -57.5 16 8 44.3 53.5 18 8 43.9 -52.7 1) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings. 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown. 3) Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application. 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building, c 5) Most garage door openings will not be located completely in zone 5. Therefore individual m •..•'"• "' •.• c o ••.• calculations will result in lower pressures. Ln mQ •• AN cu 6) For mean roof heights less than 15', use 15' pressures. ; _ •� .o Z './--� 7) This Table is only to be used in conjunction with Amarr Garage Doors. �••;'�••'••�•., o JLL • W = ! • . 485 9 • z d • 6 165 Carriage Court • Winston-Salem. North Carolina 27105 ai a Phone (33e) 744-5100 • Fax (336) 744-5815 o � t 4 Q WMV amarr com v , STA E_ . . ? > �^c v • i Ln- ••• ••'•••••••'• i • d 15•� • JLL • 2 � E •• � 2 • •�• NCB ` MIAMI-DALE MIAMI-DADE COUNTY M0111111 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE. (NOA) ww-*v.miarnidade. ov/econom Amarr Garage Doors 125 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9'-0" Wide (DP +51.1, -60.3 PSF) APPROVAL DOCUMENT: Drawing No. IRC-9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, -Flush and Oak Summit Panels", sheets Ithrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, 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: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 # 13-0503.06 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 15-0505.11 MIAMI•DADE COUNTY Expiration Date: September 4, 2018 0611 �I,�Approval Date: July 16,2015 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0503.06" 1. Drawing No. IRC-9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted tinder NOA # 13-0503.06" 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by American Test Lab, Inc., dated 06/11/2013, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, 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 4) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc., Test Report No. ATLNC 0129.01-13R, dated 04/02/2013, signed and sealed by David W. Johnson, P.E. 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 9'x 7' Model 95OD Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 08-0718.01 " C. CALCULATIONS "Submitted under NOA # 13-0503.06" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.01 " D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and seated b Tomas L. Shelmerdine, P.E. v9 n 9 ZDiS Carlos M. Utrera, P.E. Product Control Examiner NOA No 15-0505.11 Expiration Date: September 4, 2018 Approval Date: July 16, 2015 E - 1 ADJUSTABLE ROLLER CARRIER ATTACHED V/ (2) 1/4- x 1/2' 14GA DIINASAFE BOLT & RUT PER BRACKET CENTER HINGE ATTACHED O V/ CO 1/4- x 3/4' HEX HEAD SCREWS 2, THICK 3 5/8' 22GA R-TRUSS ATTACHED 12 GA GALV, COMMERCIAL V/ (2) 1/4' x 3/4' TOP ROLLER BRACKET HEX HEAD SCREWS AT 24 OA LB( EXTERIOR SKIN ATTACHED W/(4) 1/4• x EACH CENTER STILE w/DAKEO ON POLYESTER FlNI'. 3/4' HEX HEAD SCREW $ .. ... ......... PER BRACKET • • 2' I0 HALL STEM S' MIN STEM ROLLER TYPICAL TOP FIXTURES 1 H.T.S. SEE (TABLE 21 ON PAGE 3 FOR RECOMMENDED SECTION CONFIGURATION AA w Ai TYPICAL DURASAFE CENTER HINGE 2 INSIDE ELEVATION ADJUSTABLE SLIDE BRACKET N.T.S. E I ➢LRASAFE ATTACHED V/(2) I/4-20 x END IHK ATTACHED 3/9' TRACK BOLTS AND NIT HE (2) 1/4' x 3/4' HEX HEAD SCREWS 3 ;GLLER CARRIERS ATTACHED 0 END STILE V/ (3) 1/4' x 3/4' SEK HEAD SCREWS PER CARRIER :' 10 HALL STEEL )• LONG STEM ROLLER SLIOC LDCK ENGAGES INTO VERTICAL TRACK ON BOTH SIDES 3/0' HIM ENGAGEMENT (NAP LATCH, OR LUCK BAR OPTIONAL) ATTACH V/(2) 1/4' x 3/4• HEX HEAD SCREWS �.p� 20 W. GgLV, STEEL ENO Sl �(SUPPUED BY INSTALLER) ATTACHED WITH (7) TOG-L- TO DOORS SKIN AND (3) 2D BA CENTER STILES TOG-L-LOC AT THE 70P ATTACHED WITH (2) BOTTOM I TOG-L-LOC AT THE TOP AND (1) 7/Id' DIA BOTTOM RAIL AND ADHESIVE BOLT RETAINER\ TO INTERIOR FACE PFR RO(TEA V. 5/8'1 X 22 GA. 27 CALM SUM TRACK 0 5/0, R-TRUSS) TRACK THICKNESS .OBE' R CONL VERTICAL JAMB 2X4 TRACK MOUNTING DETAIL UN DR SPF (N0. 2 OR BETTER) O O N PAGE 3 No NO ES FOR STRUT ATTACHMENT IF STRUT IS REOKWED) VENTS2 Cod IS SO INCHES Ir OPTIONAL VENT DETAIL N.T.S. 6 LIM a FLAG BRACKET ATTACHED TO WOOD 5/16 ➢IA X 1-5/0' LAG BOLTS AND TO V/ (9 I/4'-20 x 3/9 TRACK SPLICE AND NUTS ADJUSTABLE SLIDE BRACKET V/(2) 1/4' x 1/2' BOLT AND SPLICE TRACKS AT THIS LOCATION W 4) I C-20 TRACK SPLICE BOLTS & HUTS flE JAMB YATH (3) 0/I5' DIA. x 11-5/4' lAO BOLTS ) 5/1e' DOA. x 1-5/5' All BOLT ATTACHED TO JAMB STEEL END HINGE 14 GA, L—SEE (TABLE 9) BIT PAGE 3 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 0'0• UP TO IV TALL DOORS \3 5/8'H X 22 GA (3 5/B' R-TRUSS) GALV. STEEL R-TRUSS AT ACHED V/ (A) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE AND (2) 1/4' x 314' HEX HEAD SCREWS AT EACH CENTER STILE (U 2' 2DGA STRUT AT B BOTTOM PANEL V/ BOTTOM SEAL r 0�(Yi" wa EEe FI➢Bid� WU -1- STEEL RETAINERPLLODUCPREV0E0 PEV DES(fWBOl6M1LSC4R 0A' = CA& VIEW) "°"""° g SECTION A —A (SIDE F' N.T.S. A A'TMAIOH ID M ITi: TCH 915 0 KCID M B 1,10AID1002010 10m �1NiReP"4w GxaeN k MAX SIZE 9' x 14' DESIGN LOAD ^� ,L�. 91S ({. +61.1 PSF a ea 'yQ\G LARGE MISSLE IMPACT RESISTANT -DD.3P$F `� °� w4+�i o041 j�. E 3 g'$ 4) • STATE LARGE MISSLE T'iR '/ V.NC` rfA�ISS•CON RESISTAACT NCE €" FL 1111111 pRDIXlCi' Rh`VL4ED a x4HLIhe P1�1b �l//�y/yLl/.l�'ly�y�• itsm CCB ° peHdilq Code Aoplrai- u5 NO / So .oli Is,mlm 18 2 V STEEL BOTTOH BRACKET 13 GA ATTACHED V/(3) 1/4- X 3/4' fIY 165 CAARTAGE COURT WINSTON-SAIEN, NG 2 MODEL 900 HERITAGE (?A CA) I 4OLLER HEX HEAD SCREWS Mhm CaeRoi MODEL BB6 OAR $UMM1T B4 CA SHOAL, I.ONC, PLUSH, AND OAR TYPICAL BOTTOM BRACKETI ,t T SIZE DIAMI BY D1) BAR 002/0) MCI BY AM BATE 03AII03 ) IODD, 2000 SUMMIT PANELS DN,Wmk Hum IRC-9509-180-21 Sm I OF 3 SPECIFICATIONS AND NOTES I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT A( -271.4 LOS/FT 3, DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKEO ON POLYESTER FINISH 5. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R-TRUSS PER SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WAND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A L41NIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAO SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. AVAILABLE TRACK CONFIGURATIONS N.T.S. INTERIOR OF GARAGE MAX. WIDTH 9'0' DESIGN LOADS +230.0 LBS/FT SEE NOTE 2 -271.4 LBS/FT WOOD JAMB ATTACHMENT TO STRUCTURE 2_X.S�CEBiICAL JAMB ATTACHf([NT To WOOD FRAM_ STRUCTURE 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 20' G.C. U 1/2' EMBEDMENT) 2 X 6 VERTTCAL JAMB ATTACHMENT In ECM PSI CONCRETE HILTI K1W1K BOLT 3/0' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/6' X 2-3/4' STARTING 6' FROM ENDS THEN 18' O.C. (1 1/4' EMBEDMENT) ITW/RANSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' EMREDMENT) SIMPSDN 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' O.C. O 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KV1K-CON H+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' G.C. (1 1/4' EMBEDMENT) 2_X.6 11113 Al JANB_ALIA HILTI SLEEVE ANCHOR 3/e' X 2-3/4' STARTING 6FROM ENDS THEN 22' D.C. U 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) -LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE, -PREPARATION OF WOOD JAMBS BY OTHERS WOOD CONCRETE HOLLOW BLOCK GROUTED BLOC z STRUCTURE STRUCTURE STRUCTURE STRUCTURE a 1/2' NIN pp 2-3/4' IN 1-1/E' MIN 4' TYP, ,AN H1N FRGDUCT RfiV49fiD w compb4y wkb"Florida wauiecode Z VEC2-17 �� PIRODUCT RCVISED Jas h4-A*Yi" with IN Florida Iiepifellp� ae 0'�da �$ 11, n A41 Roduel TABLE 1 TABLE 2 TABLE 4 DOOR STRUT SPACING (BASED ON RECOMMENDED DOOR SECTION HEIGHTS Section Center Stile Location HEIGHT SECTION CONFIGURATION) P (Measured from Left Edge) A B C D E F G H T HEIGHT BtmF -o2 #3 ny #4 1 #6 #6 #7 1 #8 Width - Panel Type 1st 2st 3rd (ft) (in) Ci n) (in) 13' 6" 21" 21" 21" 21" 21" 16' 18" 1 21" Zz*v ZAN, 50,12-i.k L"; T 7' 5 1/2" W 37" 58" -76 -1/ xr. 72- 4-18 8-io Long 24.000 48.000 72.000 12'6" 21 18" 18" 18" 18" 18" 18" 21" 8,10 Bead 24.625 48.000 71.375 rB 6Pan '# e' TYPO $hortf- Long _ 6 Bead 8' 15 112" 16' 34" 52" 70" 88 1/2" 1 '�j t r2 V '�2 24.500 25-125 '0 00' E_ - - 4., al%" 25.00() 2 6 Long 1 49.000 73.500 M -2 b 't7. , - V '1_6 94,'! 812 9' 5 1/2" 13" 31" 49" 67" 86' 10011' 21" 21 21" 18" 18" 18 21 8,12 Bead 25.125 49.000 72.875 1 A -:-- _84 10' 6 1/2' 16" 37" 58" 76" W'j i 12 T/Y 10'6" 21" 21" 21" 21" 21 B-14 Long 25.000 60.000 76.000 4 0.00 v 9:4 Bead 25.625 60.000 74.378 11 V 5 1/2" 16 34" 52" 7(Y' 88" 1106-- 124 1/2", 9'6" 21" 18" 18" 118" 18" �21 816 Long 25.500 51,000 76.500 !i'j 81!6 Bead 26.125 51.000 75,875 12 5 1/2" 16" 37" 58" 79" 100" 118" 136 1/2" 81611 21 21 21", 18" 1 21" -QV ;g�5P 26.000 52.000 78.000 '13' 5 1J2' 16" 37" 58" 76' 94" 11 Z' 130" 148 1/2" 7� 6" 18" 18" 8,i8 Bead 26.625 62,000 77.375 p Ez m M Be '-"-79:T W --51 8'110 Long 26.500 63.000 79.600 14! 58" 79" TWF 121" 142" 160 1/2" 6'6" 21 " .18" voo Bead 27,125 53.00 TABLE 3 Tq- � � 4-0 q07. w Va? 7,.,' -1w DOOR TRACK ATTACHMENT SPLICE 9w Long 27,000 81.00% HEIGHT A B C D E F G H I J K L M N S 9110 Bead 27.625 37 T e'Q 7 71 3" 14" 27" 38" 46" '56" 68" 76" IR MWER CF MMM I DATE �y 7-- IAN A jfflTWXN1D====&FW/=jM f RIA-:r 81 3" 14" 27" 3811 46' 56" 6811 78" 88" 8 IMIDIOMMI) 110milm t 9'. 14 6811 DESIGN LOAM 311 1411 2711 3811 4611 5611 7811 88" 1 1001, Px0OUCT U%ILSED +51.1 PSF .9 A -60.3 PSF �7 No 0048579 is W ThU i 10' 3" 14" 27" 38" 4611 5611,6811 78" 88" 100" 112" TAY 4�2 T ',A,6 401 J-14 MISSLE TRW 01 A --X. A ",'AL LARGE IMPACT 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110"1 124" ...... VSIS R HE 496 ' rt �F m- 1-0 FL 12' 3" 14" 27" 38" 46" 56" 6811 7811 8811 100-1 1101112211 136" as VIM&& 4 2karr AMWn=14. 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 165 CMIAGE CURT VINUDN-SAUN, Kt 27103 VVVAWR.CDN =5 7-75.3 RY MODEL 960 HERITAGE (24 GA) MOO, 2000 Pfdud Cor" MODEL 665 OAK SUMWrr (24 GA) 1000. 2000 � Fit", w W Z SHORT, MUG, FLUSH, AND OAK SUMMIT PANELS p J� 14' 3" 14" 27" 38" 46" 156" 68" 78" 88" 100"1114"1199"11411461 116"0"14 SIZE1 OMMIY MJj UR NAVO B I CIFOU Of AM I DATE Wi/03 IRC195'"N "180-21 ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH STIR OR SPF NO. 2 OR BETTER ONLY 19M J OF 3 II 1 8';8 Lang 54.000