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WS-17-2585L ed (ea -26-4- Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. W5-10-17-2585 PermiPermit Type: Windows/Shutters Classification: Window/Door Replatcem Permit Status: APPROVED Issue Date: 10/31/2017 Expiration: 04/29/2018 Parcel Number Applicant 134 NW 93 Street Miami Shores, FL 1131010330920 Block: Lot: RYAN MCDOWELL Owner Information Address Phone Cell RYAN MCDOWELL 134 NW 93 Street MIAMI FL 33150-2235 (305)785-1441 Contractor(s) PRESTIGE WINDOWS & DOORS (305)820-5999 Phone Cell Phone Valuation: Total Sq Feet: $ 25,127.00 0 Type of Work: REPLACING WINDOWS AND DOORS TO IMPA No of Openings: 11 Additional Info: REPLACING WINDOWS AND DOORS TO IMPA Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $15.60 $3.15 $2.10 $5.20 $210.00 $9.00 $20.80 $265.85 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -10-17-65503 10/31/2017 Check #: 2384 $ 50.00 $ 215.85 10/31/2017 Check #: 2674 $ 215.85 $ 0.00 Available Inspections: Inspection Type: Final Window Door Attachment Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICPLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS constru DAVIT nd 4�rn that rmor= II the „1 auth foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating rize the above-named contractor to do the work stated. October 31, 2017 t orized Signatu : Owl r / Applicant / Contractor / Agent Building Department Copy Date October 31, 2017 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FINTED OCT ,$ 2017 FBC 20 I4 Shn Master Permit No. (k - Z58S Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [j CHANGE OF ❑ CANCELLATION n SHOP CONTRACTOR 10B ADDRESS: ) 4 /NI W ( 3 S 1 DRAWINGS City: Miami Shores County: Miami Dade zip: 3 3 15 D Follo/Parcel#: 11 - 3 I Di - D 3 3 - bi aC7 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): 13 Mr Z(^) Address: 13 `i N w g 3 5 f- BFE: FFE: Phone#: 3DS %$5 - 144 City: PI 1 C) IMI 5‘n0 r F 5 State: fl Tenant/Lessee Name: Phone#: Email: Zip: 33150,7 CONTRACTOR: Company Name: r -Pr- rAC ..75 (-5 Phone#: '305 8- OD -5?49 Address: 55C'D N L.) ) ( 5-} City: PI j t7 (y -k f State: F.' Zip: T30/ ti Qualifier Name: O r i n c3, � c AJ u 2 ZU Phone#: State Certification or Registration #: Cd C_ j a 5 ) l v $ `% Certificate of Competency #: DESIGNER: Architect/Engineer: 6n91f1��t(lq L-Xe.c-GS5 Phone#: (41S4) 3S4-/ -cX.o(Ca J City: tccFic�d Bch State: f l Zip: �iyL Address: koC5 'SW 12_ AYB Value of Work for this Permit: $ 'a5 I �� Type of Work: ❑ Addition ❑ Alteration Description of Work: Square/LinearFF000tage of Work: 111 New [V Repair/Replace T1 Demolition C� rep/00/y Wlndows and coda 1mpkt- it vpe ogs WirtdOWS and 3 DDDA'S Specify color of color thru tile: Submittal Fee $ a) pa ca Permit Fee $ Li CCF $ 15 ' b c) co/ccs C Scanning Fee $ 9 Radon Fee $ 7 I 0 DBPR $ 3 • 1 S Notary $ Technology Fee $ 2_o Training/Education Fee $ ' Ld Double Fee $ Structural Reviews $ Z:S\ Bond $ TOTAL FEE NOW DUE $ 7.1C +65 (ReAsed02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name Of applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, o certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature r OWNER or AGENT The foregoing instrument was acknowledged before me this --2-O day of (7---4--01--r , 20 I-1 by 1Z/A-r) , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: C�avN-&-e--/ '''j� CRYSTAL VICTORIA SCAVUZZO MY COMMISSION 8 FF918776 EXPIRES September 15, 2019 (/07141141 W rkinialistasySiimoe com ********x********************* ***; "i********************* S // Signature CONTR The foregoing instrument was acknowledged before me this :27 day of Oc# , 20 I-7 , by Cx-1r�• �cR1iCJZ2c� , who is personally known to me or who has produced as identification and who NOTARY Sign: Print: Seal: IC: d take a oath. lea APPROVED BY Plans Examiner (Revised02/24/2014) Structural Review joK Notary Public State of Florida Jessica Gonzalez Ay My Commission GG 107252 ***W137**fi lid#********* * Zoning Clerk issuance of permits for the scope of work involving the removal, changing and/or ent of any type of windows, doors, sidelites, skylights or fixed glass (cladding) rmz ^ icier or qualifier bearing his signature on the permit application shall abide ezrl nts of this department and comply with the following statement: e, :verification of conformance with Product r‘7. -k ®� 8/29/2017 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-033-0920 Property Address: 134 NW 93 ST Miami Shores, FL 33150-2235 Owner RYAN C MCDOWELL Mailing Address 134 NW 93 ST MIAMI SHORES, FL 33150-2235 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,255 Sq.Ft Living Area 833 Sq.Ft Adjusted Area 1,044 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1938 Assessment Information Year 2017 2016 2015 Land Value $203,198 $203,198 $149,803 Building Value $72,662 $72,662 $72,662 XF Value $728 $735 $594 Market Value $276,588 $276,595 $223,059 Assessed Value $136,847 $134,033 $133,102 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $139,741 $142,562 $89,957 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 4 & E1/2 OF LOT 5 BLK 134 LOT SIZE 75.000 X 123 OR 20189-0865 12 2001 1 COC 23964-3714 09 2005 5 Generated On : 8/29/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $86,847 $84,033 $83,102 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $111,847 $109,033 $108,102 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $86,847 $84,033 $83,102 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $86,847 $84,033 $83,102 Sales Information OR Previous Sale Price Book- Qualification Description Page 09/01/2005 $0 23964- Sales which are disqualified as a result of 3714 examination of the deed 12/01/2001 $160,700 20189 -Sales which are qualified 0865 06/01/1987 $55,000 13326 -Sales which are qualified 0165 01/01/1981 $51,000 11009 -Sales which are qualified 0652 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: `Ho : RESTIGE ED WINDOWS & DOORS W W W. P R E S T I G E W 1 N DOOR . C O M Name: Address: Tel: Email: inr. /'yan, picde...k11611n�ri(,Car" Ref. by: Window/Door Replacement Contract Scope of Work Included: * Prepare floor plans and engineered wind load calculations * 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 * Adjust new windows/doors after installation * Pass all necessary inspections to close out permit N qN me i%Gi ;ELL 5500 NW 161st Street Miami, FL 33014 P. 305.820.5999 Serving Keys to Palm Beaches F. 305.575.1587 www.prestigewindoor.com LIC # CBC1251687 Job #: 13u Nw ) 'Tyt oS 7 S PILO City, Zip: (1;'1 TATA 1 S Hot i S Alt. Tel: PLEASE READ CONTRACT BEFORE SIGNING EXCLUDED: PAINTING, WINDOW SILL REPLACEMENT, FIBERGLASS DOOR FINISH/PAINT/STAIN EXCLUDED: ENGINEERING LETTERS & SPECIAL INSPECTIONS REQUIRED BY CITY/COUNTY Specifications: Impact v� Non Impact Glass Colorli-E az/447 Frame Color 14-11- Window Brand: L �Z Door Brand: ((' / .-�MPl�fy'Jr Sc een. 18x16 charcoal Fixed Qty _l_ Single Hung Qty 7 Casement LH RH 2PNL Horiz. Roller XO OX French Doors / Double or Single Al IA LH - / RH _i Li 1...,." 1.._. _. n li 4 , _J - Sliding Glass Doors XO I OX IXX XXO OXX OXXO Other Qty Lr Description F �`I On.v2. 70W/DOOR BREAKDOWN Subtotal for all Materials Sales Tax Total Contract Price Down Payment Balance on Delivery *Balance on Completion $ ZSR / 7 INCLUDED $ &7 , , ; 2_5', 12_7 63 s5 o $2 `iI 2 j 0.50. h� $ z. pc gatc {Z S.lZ. 70 *Final Payment Cannot Be Held Due to—Missing Parts, Stress Cracks, Manufacturer Error or Defect. Mgmt Co: L� Credit terms arranged for balance due (pending approved credit application & based on finance company's terms & conditions) ❑ Credit Card (Auth. Form attached) ❑ Cash / Check # (there is a $30 fee for any unpaid/returned check HOA Approval Req?: Yes /No phone: BUYERS RIGHT TO CANCEL All work on the above mentioned property herein will be performed in a timely and professional manner. Buyer may cancel this Agreement by providing written notice by US Certified Mail, Return Receipt Requested to Prestige Windows. This cancellation must be written in english and postmarked before midnight of the 3rd business day after you sign this agreement. For the purposes of this Agreement, a "Business Day" shall include Monday through 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 seller's contract may not be cancelled by the homeowner or applicant. The total amount of the contract may collected by seller, and if any court action is needed, the buyer will be responsible for any costs inured to enforce this agreement. IN WITNESS WHEREOF, the Parties acknowledge and agree to the terms of this Contract and, intending to be legally bound hereby, have hereunto set their hands and seals as of the date herein. Only terms written in this Contract and approved by Prestige management will become part of this Contract. No verbal committments from the sales persons will be honored. ie.y iMc_7)o r/ //z 5V 2 (Sate Accepted - Print Name Accepted - ignature Company Rep - Print Name 6%Z syo Date Company Rep - Signature i Glass Jalousie Porch no change 1 BEDROOM 2 egress BEDROOM 1 egress BATH 2. \TED 0 C T 3-1 2017 ENTRY 3. 7. KITCHEN C 11 '�-Vi;1� 9e M ac-ni SI' i\PFRG\IED ZONING DEPT BIDG DEPT FEUERA� NCE\NIRA ALS CT �O cc;D�1P -ttF;�Gr,� S IA E S ANO rl.e0U� S1 ATE AND N GARAGE •• ••. • • • • • . 4 • • . • •• ••• •• • JOB DESCRIPTION: WINDOW AND DOOR REPLACEMENT TO IMPACT 11 OPENINGS 1. Horizontal Roller Window XO 55.25" x 51.75" 60.2/60.2 NOA #15-0929.13 2. Single French Door 37.25" x 81" 80/80 NOA #14-1015.04 3. Horizontal Roller Window XO 55.25" x 51.75" 60.2/60.2 NOA #15-0929.13 4. Overhead Garage Door 95" x 84" 45.8/49.3 NOA #15-0505.13 5. Fixed Picture Window 57.5" x 25" 80/80 NOA #15-0413.03 •• • • • • 6. 6 Panel Jeld-Wen Door 24" x 80" 65/65 FBC FL16708.1 • • • •• • • 4. ... . . ... • • . . • • • • • • • • • • • • • •• •• • ... .• .•... • • • ••• • • • • ••• • • • • •• •• •• • • •• • •• •• •••• •• •• •• • •• • • •• • •• • • • • • •• •• • • • •• •• ••• • • • ••• • • 7. Horizontal Roller Window XO 37.5" x 39.25" 65/65 NOA #15-0929.13 8. Single Hung Window 19" x 38.625" 75/75 NOA #15-0512.10 9. Casement Window 37"x51" 60/60 NOA #15-0512.19 10. Horizontal Roller Window XO 37"x51" 65/65 NOA #15-0929.13 11. Horizontal Roller Window XO 37" x 51" 65/65 NOA #15-0929.13 RYAN MCDOWELL 134 NW 93 STREET MIAMI SHORES, FL 33150 CA RAGE DOORS ' WORST CASE. SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS •2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH Notes: EXPOSURE C E(POSURE C Door Door Mean Roof Heigh Design Pressure Negative 8 8 e 35.2 35.8 m EMS/ Positive 34:9 35.3 44.0 00 15 15 33.8 41.0 18 7 33.1 33:5 40.4 8 7 35.7 38.1. 45.3 KMKM 40.6-49.18. 35.4 35.7 44.6 KMMI 1633.9 16 34.2 41.8 18 7 33.8 33.9 41.0 8 7 382 36.5 45:9 11121111111611 41.1. 35.8 •38.2 ' 452 11E110 17 17 34.7 42.1 18 7 34.0 .343' 41.5 8 7 36.8' : 37.0' 48.4 00 41.5 38.3 356 45.8 NEER Ma 18 35.1 -42.7 18 7 34A 34.8 42.0 8 7 37.0 37.4 46.9 SID _41.9 . 38.7 37.1, 48.3 NEM Q 19 35.5 -43.1 18 7 34.8 35.2 42.5 8 - 7 37.4 37:8 47.4 1E1111111 20 37.1 37.5 46.8 IIEII0 35.5 20 35.9 43.6 18 7 42.2 35.5 43.0 8 • 7 . 472 38.2 47.9 Q® 37.5 48.5 37.8 472 MEM® 45.8 21 • 362 44.1 18 7' 42.7 35.9 43A 8 7 -47.7 38.8 -48.4 ID© 37.8 47.0 382 47.7 m0 43.7 18 38.6 44.5 18 7 8 36.3 43.8 8 1 9 . 389 -489 QO 47.4 18 38.8 482 11E1 0 8 38.9 44.9 18 7 8 36.8 442 8 7 8 39.3 49.3 010 16 24 359 • 48.8 NEM MAI 8 37.3 45.3 18 7 8 38.9 -44.6 8 7 8 3913 49.7 MEN0 16 8 39.3 49.0 IEEE MEM 8 37.8 -45.7 18 7 -68.4 37.3 -45.0 Notes: EXPOSURE C Door Width Door Heigh Mean . Roof Height Design Pressure Positive Negative 8 8 35.2 44.0 9 8 Positive 34:9 -43.4 18 8 15 33.4 40A 18 8 478 33.1 -39.7 e' 8 41.0 35.7 44:8 9 8 40.6-49.18. 35.4 -43.9 18 8 1633.9 ' 44.8 -40.9 18: - 8 432 33.8 • '-403 8 8 41.4 382 45.1 9 8 41.1. 35.8 -445 18 8 17 34.3 41A 18 8 . 34.0 40.8 8 8 41.9 36.8' : -45.7 9 8 41.5 38.3 -45.0 16 8 18 34.7 41.9 18 8 34A 413' 8' 8. 423 37.0 46.2 9 8 _41.9 . 38.7 -45.6 18 8 19 35.1. 42.4' 18 8 44,8 34.8 41.8 8 a 427 . 37.4 48.7 9 8 20 37.1 48.1 18 8 35.5 42.9 18 8 8 352, 42.2 8 8 8 37.8 472 9 8 8 37.5 48.5 18 8 2135.9 45.8 433 18 8 8 .... 355 42.7 8 8 8 38.2 -47.7 9' 8 22 37.8 47.0 18 8 382 43.7 18 8 18 •- 35.9 43.1 8 8 MI 38.5 48:1. 9 . 8 23 38:2' 47.4 18 8 36.6 44:2 18 8 00 38.2 -43.5 8 8 KM 38.9 48.5 9- 8 18 38.5 47.9' 16 8 24 38.9 44.8 18 8 CIEI 38.6 43.9 8 8 m 39.2 49.0 9 8 18 38.9 48.3 16 8 25 37.2 44.9 18 8 MEE0 36.9 44.3 EXPOSURE 0 EXPOSURE D Door Height Mean Roof Height Mean Design Pressure Door Door Roof r 42.7. Width Height Height Positive Negative 8 7 • f • 432 -542 ID W. 13 478 435 KIM 11111 15 41.0 49.8 18 7 . " 40.6-49.18. 44 433.2 7: 8 43.7 ' 44.8 00 -req1.97. 432 44.1 NEM MBA 16 41.4 40.4 18 _ 7 41.1. 49.6 -8 . . Z ' 8 • _ 44.1 -55.4. 11:110457 1�'ir" . -54.8 �0 17 41.9 -50.9 18 7 '. _ _ 41.5 -602 8 7 . 44.8 459 QNEM44.2 • 8 •- 45.2 Nall NEM 18 423 -61A . 18_ .7._ _ _ _41.9 . 30.7 8 T 8 45.0 485 !KE 0 8 44,8 462 111111® 8 19 427 . 41.9.. 18 7 6 42.3 41.1 8 7 8 45.4 -67.0 IKE® 18 8 45.0. ..46.2. 0MINI 8 8 43:1 -52.4 18 7 8 42`7 41.8 8 7 _ 8 45.8 473. IKEIA45.4 18_. 8 .... ...42.8. -657 MEN M43.4 8 43.4 32.8 18.." .T.. . -... 43:0 _ . 42.0. . 8 7. 8 46.1 47.9. Q© 18 8 453 -57.1 MEI MI 8 43.8 433 18- 7.,-- 8 _43:4_ 42.5. 8 7 8 46.5 -58A 00 18 8 48.1 -57.6 KM Q 8 44.1 43.7 18 7 8, 43.7 42.9 8 7 8. 48.8 48.8 CIEI 0 8 454:. -58.0 m W. 24 44.5 44.1 18 7 8 44.1 -53.3 8 7 8 472 392 MEE0 18 8 46.8 -68.4 NEM .01/ 44.8 44.4 18 7 44A 43.8 EXPOSURE 0 Door Width Door Height Mean Roof Height Design Pressure Positive Negative 8 8 r 42.7. -53.4 • •42910 • -52.8 Si • f • 15 ° 40.8 -49.0 4 1188 13 •40,3•• 4&2 s • 11•441 .43.2.44.0 , �8 " 44 433.2 16 8 16 41.0 � -49.5 • -req1.97. •AU 4 -48.8 ' 8.• ••8 .48.7.: 345 . 0...8.,433.. 33.8. 16 ' 8 • 17 • •47v4• • 30.1 1�'ir" . 41.11 49.3 44!1 -551 _411.1:44.• 8• 1 __ 18 '•417• 5 • 8 •- � _41.5 -49.8` 1 8' a' 8 • • •"vs ' -65.6 • 9 8 44.1.: 34.6 . 18 8 19 42.3 _ . -51.0 18 8 41.9 -50.3 8 8 44.9 38:1 9.. , 6 44.5 ^ -55.3 18 8 204Z6 -51.5. 18 8 42.2 -50.7 8 8 45.3 38.6 .. 9. 8 4149 45.8_. 18 8 21 43.0 319 18_. 8 .... ...42.8. 31.1.. 8 .. 8 452 47.0 9 8 45.3: -58.2 18 8 433 32.3 18 8 42.9 .41.8 8 8 46.0 -57.5 9. 8 458 46.7 16 8 43.7 42.8 18 8 43.3 42.0 8 8 46.4 47.9 9 8, 46.0 -57.1 18 8. 24 44.0 33.1 18 8 43.8 42.3 8 8 48.7 48.3 9 8 48.3 -57.5 18 8 44.3 -53:5 18 8 43.9 427 1) Design pressures terve 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 0.8 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. 5) Most garage'door openings psi gj be located completely in zone 5. Therefore individual calculations wilt result in lower pressures. 6) For mean roof heights less than 15, use 15' pressures. 7) This Table is only to be used in conjunction with Amarr Garage Doors. 165 Carriage Court • Winston-Salem. North Carolina 27105 Phone (336) 744-5100 • Fax (336) 744-5815 www.amarr corn •• • • • •••• • • •••• • •• • • OW17/2016 - 11:11am RECEPTION V:\Projects\_2014-MPSV100 Wind Charts \_Reference\00-MPS14-400 Series C&C (Current) Jeff.dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Hei:ht 0 - 15 ft DESIGN PRESSURES (PSF)-ZONE4 ,,,,. ary Area (Sq Ft -- -... An 43.4 1 40.1mo ® +42.4 39.0 20 41.6 +38. A 25 +41.1 37.7 30 +40.6 37.2 3 4t_ +3..:. + -4o - -'*f 6. ~��v. ' 16 ft ,i +40.6 . - +39.5 -�.2 +38.8 +38.2 +37.7 +3 6 6 _' ^ f' N►. 17k -44.6 +41.1 -43.5 +40.0 -42.8 +39.3 -42.2 +38.7 -41.7 +38.2 -41.3 +37.8 -.•�'Iy +37.4 ..6- + . - •,:3 +36.8 18 ft -45.1 +41.6 -44.0 +40.5 -43.3 +39.7 -42.7 +39.1 -42.2 +38.6 -41.8 +38.2 -41.4 +37.9 -41.1 +37.5 -40.8 +37.3 19 ft -45.7 +42.1 -44.6 +41.0 -43.8 +40.2 -43.2 +39.6 -42.7 +39.1 -42.2 +38.7 -41.9 +38.3 -41.5 +38.0 -41.3 +37.7 20 h -46.2 +42.6 -45.0 +41.4 -44.2 +40.6 -43.6 +40.0 43.1 +39.5 -42.7 +39.1 -42.3 +38.7 -42.0 +38.4 -41.7 +38.1 21 ft -46.6 +43.0 -45.5 +41.9 44.7 +41.1 -44.1 +40.4 43.6 +39.9 -43.1 +39.5 -42.8 +39.1 -42.4 +38.8 -42.1 +38.5 22 ft -47.1 +43.4 -45.9 +42.3 -45.1 +41.5 -44.5 +40.8 -44.0 +40.3 -43.6 +39.9 -43.2 +39.5 -42.8 +39.2 -42.6 +38.9 23 ft -47'5 +43.8 46.4 +42.7 -45.6 +41.8 -44.9 +41.2 -44.4 +40.7 -44.0 +40.3 -43.6 +39.9 -43.3 +39.5 -43.0 +39.2 24 k -48.0 +44.2 -46.8 +43.1 -46.0 +42.2 -45.3 +41.6 -44.8 +41.1 -44.4 +40.6 -44.0 +40.2 -43.6 +39.9 43.3 +39.6 25 ft -48.4 +44.6 47.2 +43.4 -46.4 +42.6 -45.7 +41.9 45.2 +41.4 -44.7 +41.0 -44.4 +40.6 -44.0 +40.2 43.7 +39.9 26 ft -48.8 +45.0 47.6 +43.8 -46.8 +42.9 -46.1 +42.3 -45.6 +41.8 -45.1 +41.3 -44.7 +40.9 -44.4 +40.6 -44.1 +40.3 27 ft -49.2 +45.3 -48.0 +44.1 -47.1 +43.3 -46.5 +42.6 -45.9 +42.1 -45.5 +41.6 -45.1 +41.2 -44.7 +40.9 -44.4 +40.6 28 k -49.5 +45.7 -48.3 +44.5 -47.5 +43.6 -46.8 +43.0 -46.3 +42.4 -45.8 +4 -45.4-44.8_r Q„4-41:. ��40.9: 29 ft -49.9 +46.0 -48.7 +44.8 -47.8 +43.9 -47.2 +43.3 -46.6 +42.7 -4:. +4 -+41.' \\ 1 Il 30 ft -50.3 +46.3 -49.0 +45.1 -48.2 +44.3 -47.5 +43.6 -47.0 +43.0 -4'. +4 -•-4� +• - 4 # 18 �1a 32 ft -51.0 +47.0 -49.7 +45.7 -48.8 +44.9 -48.2 +44.2 -47.6 +43.6 -47 +43.2 +42.7- 6 47. -• •:. 42.1 35 h -51.9 +47.9 -50.7 +46.6 -49.8 +45.7 -49.1 +45.0 -48.5 +44.5 48.0 +44.0 -47.6 +43.6 -47.2 +43.2 -46.9 +42.9 40 ft -53.4 +49.2 -52.1 +47.9 -51.2 +47.0 -50.5 +46.3 -49.9 +45.7 -49.4 +45.2 -49.0 +44.8 -48.6 +44.4 -48.3 +44.1 45 ft -54.8 +50.5 -53.4 +49.1 -52.5 +48.2 -51.7 +47.5 -51.1 I +46.9 -50.6 +46.4 -50.2 I +45.9 -49.8 +45.5 -49.5 +45.2 50 h -56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +48.5 -52.3 +47.9 -51.8 +47.4 -51.3 +47.0 -50.9 +46.6 -50.6 +46.2 55 ft -57.1 +52.7 -55.7 +51.3 -54.7 +50.3 -54.0 +49.5 -53.4 +48.9 -52.8 +48.4 -52.4 +47.9 -52.0 +47.5 -51.6 +47.1 60 k -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 N s m L ®SS3NdX3 ONIN33N10N31HO1NAdOD REMARKS DRWN CHKD DATE INIT ISSUE REV -ADJUSTED HEIGHTS REV 2014 FBC GSS GSS DGM TSB TSB TSB 03/05/12 04/09/12 06/10/15 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES Mean Roof ;Height 10 15 DESIGN 20 PRESSURES (PSF) - ZONE Tributary Area (Sq Ft) 5 40 45 50 25 30 35 0 -15 h -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 16 k -54.4 -52.2 -50.7 -49.5 48.6 -47.7 47.0 -46.4 -45.9 +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 17 ft -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 18 ft -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 48.2 47.6 -47.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 19 ft -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 k -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 21 ft -57.6 -55.3 -53.7 -52.4 `51.4 46-X49.8._ _49.2 -48.6 +43.0 +41.9 +41.1 +4OiL:_+3 9. . +39'1' , +38.5 -58.1 -55.8 -54.2 -5_1 .� _ -- � .-•.• 3 .6 -49.0 22 ft+43.4 +42.3 +41.5 +41,.._ _. 440��`i9.9- 4 39.2 +38.9 -58.7 -56.4 -54.7 -5i 27"41.,••15 .5 -1, 50.1 -49.5 23 ft +43.8 +42.7 +41.8 +4,.-'-+• i .4. • I.3 fZ � .5 +39.2 24 ft -59.2 -56.9 -55.2 -53.•--..., ''. ...5}Is - .:2 - .5 -50.0 +44.2 +43.1 +42.2 +41.6 +41.1 ' •• B,. -+40.2 +39.9 +39.6 25 ft -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 h -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 28 k -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 +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 k +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 30 ft -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 11,!•> +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 k +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 35 ft -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54 1 +47.9 +46.6 +45.7 +45.0. +44.5 +44.0 +43.6 +43.2 +42.9 40 ft -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 h -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2• 55 k -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -5%5 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 60 ft -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH 60' BASED ON Kd = 0.85 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CO. • ONN'Of. UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OFACRITICAL oriLOOT) t_ ^+NIG FOR ' ITH THESE TABLES. 2. TABLES VALID OfjL tD NIG - . ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F Ll R •P S. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHAL, f•,D B E GINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BU L I (AVE' • RDOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFI D 'US PEAK 26HT. 5. ALWAYS ROUND �UPQQOf�tfEl BLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTAR74,ARGAiOF E OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTI}{; 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 COR ESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN AtlIBE.DICTATED_AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND P DER= ; ARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED N-rj 5. THIS SPECIFICATIO IS (• ER ANY PRODUCT APPROVED CERTIFICATION. REFS TCLA -RA MITTED TEST CRITERIA AND OTHER APPROVALS FOR DES;G ALWIO F• • MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO, OT E' ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL P• • •O'er}• • 0- TEM ORDINANCES. 7. NO CERTIFICATION ERED F• • E 1 ` RITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PR • • . a• ETN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (Sm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a • ••• • • •• • • 4 • •• • 5 I• • •• • • ••• a • L VARON • • • • • WALL ZQNE•FIGGRES 5TH ED. FLORIDA BUILDING CORE (2014) • • • • ASCE 7-10, CHAPTER 30 • • • • • DESIGN LOADS FOR COMPONENTS & CLAttANG • MASTER PLAN SHEET ASCE 7-10 ••• • • • A PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISOMETRIC ENQINEERING PXPFIESS ° • • • • • • • 111coRw..T.040., • 160•9W 12t1'•AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P:(954)354-0660 F:(954)354-0443 CERT OF AUTH #9885 • •• E•FI:104NGINEVINGEXPRESS.COM • • •ENGINEERINGEXPRESS.COM • •• •• • • • •• •• ••• • • • ••• • • r -O oz AF 01r Am �z A O DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION N ANCE (NOA) MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 SCOPE: eing 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 Mimi Dade CUM *Product •••• Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miaird Dade Cptaitylreserve • • the right to have this product or material tested for quality assurance purposes. •Irtre produdt•af materia • • • • fails to perform in the accepted manner, the manufacturer will incur the expense of : etesting acid the AH.i... may immediately revoke, modify, or suspend the use of such product or materia wrtkin their �wri$diction. RER reserves the right to revoke this acceptance, if it is determined b Miami -D � c n P odu t Contr • • • � P Y ade. Ql� tY i 4 PI:..' Section that this product or material fails to meet the requirements of the applicable 6u11$ing cOd8' • • This product is approved as described herein, and has been designed to compl••soiel•+th•e Florida Building • Code ' 1 ' t • I • ' 111 Velocity Hurricane Zone. • DESCRIPTION: Series "Sentine1120" Aluminum Horizontal Sliding Windowi:M.I. • • • . • PPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Senbne 1 • um. Hot -U.: Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Glass lites wider than 36 -inch shall have two setting blocks and anti -Lift devises per FBC requirements. 2. The Day Lite Opening's (D.L.O.) of maximum 495/8 -inch (Width) by maximum 553/4 -inch (Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement; "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMPDADE COUNTY i NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 Page 1 • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS • • ••• • • • .... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • • 2) Uniform Static Air Pressure Test, Loading.itesFBC, TAS 2g2-94. 3) Water Resistance Test, per FBC, TAS 202-94• • • • • • • 4) Large Missile Impact Test, per FBC, TAS7CSf--:14 • • 5) Cyclic Wind Pressure Loading, per FBC, T4203-94. • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 102'94 . along with marked -up drawings and installation diagram of qi •§,eries geligel 120 • • .• aluminum horizontal sliding window, prepared by Certified' �est'LabotdfcuiCs, Tett Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh r. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) E-1 Jorge M. Piasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test •Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramdshe..Patel, P.E. (Submitted under previous NOA No. 15-0512.05) ••••• • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94..11 . • • • 2) Uniform Static Air Pressure Test, Loading pex.BC, TAS 202-94: • 3) Water Resistance Test, per FBC, TAS 202-94• • " ' • • • • • • • 4) Small Missile Impact.Test, per FBC, TAS; CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014).and of no financial interest, dated 08/17/15, issued by Al-Farooq Coipgratim, signs ana sealed•••• by Javad Ahmad, P. E. ' °"• •• • 2. Laboratory compliance letters for Test Report No. CTLA -Nda, dated; 67/07/1:s,' • issued by Certified Test Laboratories, signed and sealed by Rarssh C. Patel, P. E. . 3. Testing Proposal issued by the Product Control Section, datecia04/0845 signed by:••• Jaime Gascon, P. E., Section Supervisor. • • ' 4. Laboratory compliance letters for Test Reports No.'s 1,1*,30541 WA, datta 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC; dated 04/16/15, issued by Certified Test Laboratories, all signed and sealed by Ramesh Gr.eate1, P. F. • (Submitted under previous NDA No. 15-0512.05) •• ' • • •. 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. Jorge M. Plasenci.a, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-3 . TYPICAL. ELEVATION 6' MAX. HEAD/SILL FLANGE WIDTH e5 5' MAX. IYP. MTG. STILE 0 •� It it I Ah u II LA 0 ____ t/-/ I ii ilI v A•?- tl II 11 ii It II II II I 6 II 11II 0 5 0 0 0 N 0 I 1 I I I I I I t: TYPICAL ELEVATION 6' MAX. 111' HEAD/SILL FLANGE WIDTH 5' MAX. TYP. ' MTG. rnLE mE 'U FALSE MUNBNS (SURFACE APPLIED) OPTIONAL 51/2" MAX. D.L. OPG. 28" VENT WIDTH 1 D.L. OPG. r ADDL. ANCHOR REOD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HFAO/SILL FLANGE & FLANGE ADAPTOR FRAME 110' HEAD/SILL N 6i 2 ^ Y m N m O O FALSE MUNRNS (SURFACE APPLIED) OPTIONAL BUCK. WIDTH 5" MAX. TYP. MG. STILE 13 5/16" MAX. HEAD/SILL Ir i, . j I I I ' _--JL_-_ ----1r--- II 0 J. 6 u v i 1 - 1 I Ah WY / e 0 LE_ /. /f <V=:1 B 0 O _ _ mE 'U FALSE MUNBNS (SURFACE APPLIED) OPTIONAL 51/2" MAX. D.L. OPG. 28" VENT WIDTH 1 D.L. OPG. r ADDL. ANCHOR REOD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HFAO/SILL FLANGE & FLANGE ADAPTOR FRAME 110' HEAD/SILL N 6i 2 ^ Y m N m O O FALSE MUNRNS (SURFACE APPLIED) OPTIONAL BUCK. WIDTH 5" MAX. TYP. MG. STILE 13 5/16" MAX. HEAD/SILL Ir i, . �• II I I I 5- TYP. '/ ___�__ co 6 O u u I 4F= 7% --IF— '/ 8 O . '/ f 4• i. . L• ., • r - ` 24 1/2' D.L OPG. 28' VENT WIDTH 49 5/8' D.L OPG. FIN FRAME 5 1/2' MAX. FLANGE WIDTH , . " f n HEAD/SILL 5- TYP. ®MTG. 1 SIDLE II li LI t F I) t1 k 1'} I I I i I I j F _ N 1-2i "d n Y .:,-,0 h a Q _=%r�//. i -- ® n O -== I r-- u - �_ ,F- I I I 1 I O i �_--__ // ar — 1 I I �( N : ^3z ; FALSE MUNRNS (SURFACE APPLIED) OPTIONALD.L. 24 1/2' 49 5/8" ADDL. ANCHOR REOD. ' AT OR OPG. 28' ALLEPANELS D.L. OPG. OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL EQUAL LEG FRAME 4444 ••• • • • • • •• • • • • •• • • • •• 0•• •• • • • •• PRODUCT REVISED as complying with the Florida • • • • • ilfldingi0ode • is 110A-I•o. • 10-4420.1: • • • • • • • • ixplratign D. 0::2 Y 020• • •• •• • ••• • ay Miami- • = Produc ontro \ \APD LpJ 4f,"/, �� P'' VCENSF'•., MAY 1 1 2016 0 • • / i .ITE OF ,i•@ 111/11111 4100 • • • • 04141 • • • • • • • • • • • • • 0•• • •• • • • • • • • • • • • • • 0 • 0410 • • • 000 • y"U Z ro b FLi, .z go: g � IuW 1 r. o C o �0 Cao Q z ^ Lt. z arigE O 0 i I a 0 U i CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (705) 593-6590 FAX. (305) 593-6592 6 b' 1 r s, drawing no.. W10-18 sheet liar 1 ) sheet 2 of 11) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) STD. MTG. RAIL R.D. MTC. RAIL H.D. MTG. RAIL, GLASS MSS GLASS TYPES FLANGE DIMS. RUCK DIMS. 'A'&'11., '8'&'Bl' '6' & '81' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) orr.(+) INT.(-) 28-1/2" EXT.(+) 25-1/2" EXT.(+) 65.0 65.0 80.0 90.0 37" '26' 36" 25. 65.0 65.0 80.0 90.0 53-1/8" 77-15/16" 52-1/8" 85.0 65.0 65.0 80.0 90.0 74" 83-1/2" 73' 82-1/2' 65.0 65.0 80.0 90.0 26-1/2" 65.0• 25-1/2" 55-3/4' 65.0 65.0 80.0 90.0 37' 38-3/8' 36" 37-3/8" 65.0 65.0 80.0 90.0 53-1/8" 65.0 52-1/8" 80.0 65.0 65.0 80.0 90.0 74" . 82-1/2" 73' 65.0 65.0 65.0 80.0 90.0 28- 55-3/4' 25-1/2" 54-3/4" 65.0 65.0 80.0 90.0 37' 50-5/8" 36' 49-5/8" (1715.1.1.312..) 77-15/16' 80.0 90.0 53-1/8� - 52-1/8" 85.0 65.0 65.0 80.0 90.0 74" - 73' - 65.0 65.0 80.0 90.0 26- 2' 54-3/4" 25-1/2" 65.0 650 65.0 80.0 90.0 37' 78-15/16' 38' 62, 65.--J6.2") - 80.0 90.0 - 60, 52-1/e" 83-1/2" 65.0 65.0 80.0 • 90.0 F.7.11" 74' - 73' 65.0 60.2 60.2 80.0 90.0 OPERATING VENTS THE WINDOW WIDTH K" BUCK DIMS FLANGE FRAME RANGE DIMS H' TYP. DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL, GLASS TYPES GLASS TYPES GLASS TEM FLANGE DIMS. RUCK DIMS. 'A'&'Al', 16'&'91' 'B' & 'Bl' 'C' k 'Cl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4" 54-3/4" 55.0 65.0 80.0 90.0 65.0 65.0 7B-15/16" 26' 77-15/16" 25" 85.0 65.0 80.0 90.0 65.0 65.0 83-1/2" 82-1/2' 65.0 65.0 80.0 90.0 65.0• 65.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 '65.0 65.0 78-15/16" 38-3/8' 77-15/16" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 83-1/2" 82-1/2" 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 78-15/16. 50-5/8" 77-15/16' 49-5/8' - - - - 85.0 65.0 83-1/2" 82-1/2' - - - - 65.0 65.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 .65.0 65.0 78-15/16' 63" • 77-15/16" 62"'--- - - - - 65.0 65.0 83-1/2" 82-1/2" - - - - 65.0 65.0 (1/3W) e• (2/3W) r OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS BUCK DIMS STD. MTG. RAIL; H D MTG RAI(,; FLANGE ADAPTOR FRAME �1 FLANGE DIALS FLANGE & FLANGE ADAPTOR FRAME • • • • • : $ QVAt. ISE FRAME • • • • • • •. • • • • ••• • •• ••• •• • • • ••• • ••• NOTE: • • GLASS CAPACITIES ON THIS SHEI 4ARE''��•tt BASED ON ASTM E1300-09 (3•SEC. GLST•S) • AND FLORIDA BUILDING COMM196101R • DECLARATORY STATEMENT DCA05-0EC-219 PRODUCT REVISED *gm. plyin with the Florida BQIIIIIn@ Obde • • • • NDA -N: • 15-0029d 3 • . EI<p4ratroate•O9 - - • et BMlam A,1 \11111111IT//�O' �PR• AHM •'? 'P' cENSF' o.7 2 •"' . :. 0 SATE OF GRID► 'Product ontroi •• WAY 1 1 2016/o• NA6 171111111111 coytU 0 qr y q g O `a oG 7 010. 8�� 410126 Q3"1f • • • • • • • • • • • • • • • • • • • • • • ••• • • •• . • 0000 • • • •••0• d 1 1 z C J 1 c e P G R Y o §5 n s a g >u drawing no. W10-18 Lsheet2.1ot 11) DESIGN LOAD CAPACITY - PSF (XOX S ZES) 0/3W) % i Pti (tow) (tow) i" STD. BSC. HAIL B.D. BTG. HAIL H.D. MTG. RAIL GLASS TYPES CIA.% TYPES FLANGE DIMS. BUCK DIMS. Wen', 'EWE l' 'E' k 'B1' WIDTH HEIGHT WIDTH HEIGHT EXE.(+) INT.(-) EXT.(+) INT.(-) 74' EXL(t) 73' EXT.(+) 65.0 65.0 80.0 90.0 106-1/4' 26' 105-1/4" 25" 65.0 65.0 80.0 90.0 111" 105-1/4" 110' 65.0 65.0 65.0 80.0 90.0 74' 111• 73' 110' 65.0 65.0 BOD 90.0 106-1/4" 38-3/8' 105-1/4' 37-3/8' 65.0 65.0 60.0 90.0 111' 80.0 110' 65.0 65.0 65.0 80.0 90.0 74' 65.0 73" 80.0 65.0 65.0 80-0 90.0 106-1/4" 50-5/8• 105-1/4' 49-5/8" 65.0 65.0 80.0 90.0 111' 74' 110' 73' 65.0 65.0 80.0 90.0 74' 65.0 73" 106-1/4' 65.0 65.0 80.0 90.0 106-1/4' 63' 105-1/4" 82' 61.6 61.6 80.0 90.0 111" - 110" - 60.0 60.0, 80.0 90.0 )5 -TIP. (1/3W) %i 0/3W) % i Pti (tow) (tow) i" OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' BUCK DIMS FLANGE FRAME FLANGE DIMS Ya' ttP. DESIGN LOAD CAPACITY - PSF ()COX SIZES) ETD. BTG. HAI. H.D. MTO. HAIL H.D. MTG. RAIL CUSS TYPES GLASS TYPES MASS TYPES FLANGE DIMS. BUCK DIMS. 'A'k'AI', IFk'BV 'B' k 131' 'C k 'Cl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXL(t) INT.(-) EXT.(+) INT.(-) 74' 73" 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4" 26" 105-1/4" 25' 65.0 65.0 80.0 90.0 65.0 65.0 111• 110' 65.0 65.0 80.0 90.0 65.0 65.0 74" 73" 65.0 65-0 80.0 90.0 65.0 65.0 106-1/4' 38-3/8" 105-1/4' 37-3/8" 65.0 65.0 80.0 00.0 65.0 65-0 111' 110' 65.0 65.0 80.0 90.0 65.0 65.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4' 50-5/8" 105-1/4" 49-5/8" - - - - 65.0 65.0 111' 110' - - - - 65.0 65.0 74" 73' 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4' 63' 105-1/4' 62' - - - - 65.0 65.0 111" 110" - - - - 65.0 65.0 (1/4W) i (1/2W) (I/4w) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH BUCK DIMS EQUAL LEG FRAME 'xox' BUCK DIMS FLANGE ADAPTOR FRAME4 FLANGE DIMS FLANGE 8c FLANGE ADAPTOR FRAME •.. EQUAL, ug F. AME . • • • •• ••• •• • • • •• • ••• NOTE: • • GLASS CAPACITIES ON THIS SHEE1 TARE • BASED ON ASTM E1300-09 (3•SEC. GUSTS) • AND FLORIDA BUILDING COMMON! • DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED •a• •omping with th%Fiorl ia• • Hplldlns Cage NYEA-Nry. 154321.13 • • • P•cglrat�pn • Oate•09)42(E020 • By •• • • • • MAY 1 1 201 Mlaml-0? a roduct Control `1,11111111 , �N1P -• AF./49, p1S1, ` ',)GENSic ;'G No 0592 • 1� _ TATE OF .�•4( �F<OFED)`.•' ss•.......-.. ��,�.PNAL 03411V Q '4 '4 g1 gg" op�E RaoF fP1 V) Ogg0 � 06 P"2 LI. 4 :lo'OL Q36)1v N 6 E3 L O ri �Lo C N 0 N 0 vont:' h ON M M �z 30 -R Cr) FAX. (305) 593-6592 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • a 3 k drawing no. W10-18' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) STD. MTG. RAIL R.D. MTG. RAIL H.D. MTG. RAIL GLIM TYPES GLASS TYPES RUCK DIMS. 'd SAI . '8'k'Bl' 'B' k '81' WIDTH HEIGHT EXT.(+) IHT.(-) EXT.(+) INT.(-) 25-1/2" EXT.(+) 65.0 65.0 80.0 80.0 36'25" 65.0 85.0 65.0 80.0 80.0 52-1/8" 77-15/16" 65.0 65.0 80.0 80.0 73" 65.0 65.0 65.0 80.0 80.0 25-1/2" 80.0 65.0 65A 80.0 80.0 36"65.0 37-3/8' 65:0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 52-1/8" 80.0 73" 65.0 65.0 65.0 80.0 80.0 25-1/2' 80.0 65.0 65,0 80.0 80.0 36"49-5/8' 65.0 65.0 65.0 80.0 80.0 52-1/8" 77-15/16" 65.0 65.0 80.0 80.0 73' 65.0 65.0 65.0 80.0 80.0 25-1/2" - 65.0 65.0 _ 80.0 80.0 36' ' 65.0 65.0 80.0 80.0 52-1/8" 62" 65.0 65.0 60.0 80.0 73' 65.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SLD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES GLASS TYPES RUCK DIMS. '1'k'11 , %TM' 'S' k 'Bl' 'C' k 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 77-15/16" 25" 65.0 65.0 80.0 80.0 65.0 65.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 85.0 54-3/4' 65.0 65:0 60.0 80.0 65.0 65.0 77-15/16" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 82-1/2' 65.0 85.0 80.0 80.0 65.0 65.0 54-3/4' 65.0 65.0 80.0 80,0 65.0 65.0 77-15/16" 49-5/8" - - - - 65.0 65.0 82-1/2" - - - - 65.0 65.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 77-15/16" 62" - - - - 65.0 65.0 82-1/2" - - - - 65.0 65.0 (1/90 (2/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' • • • • • • • • • • • •• ••• •• • ••• NOTE: • • GLASS CAPACITIES ON THIS SHEET•ARE • BASED ON ASTM E1300-09 (3•S•EC. GltS=S)• AND FLORIDA BUILDING COMM196i:20 • DECLARATORY STATEMENT DCA05-DEC-219 • • • •• • • • • • •• PRODUCT REVISED as complying with the Florida • R•Iding`ode SDA-Yc. • 15-102a.15: • • • ixpiratlir Dab 0'r2 r 0200 Sy 0 ��i • MIami-D • e Product Contro •• FIN FRAME 11111111111 777 77 �• 'P�' �}GEN3(c 0.7 2 Zh O ym i=8 x iortl gh• rg O c< O ilM2 [4 LL7zpap,:� ,5 t7 t0 Qwmf a g V a 2 a g s a b S 0 3 m 2 a c ••• • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • ••• • • • • •• •• •• •• ••• • • •••• • •• drawing no: W10-18 sheet 3 of 11 DESIGN LOAD CAPACITY - PSF (XOX SIZES) 0/3w) SID. MTG. BAH. H.D. MTG. RAIL �- r44'-- GLASS TYPES CUSS TYPES HUGH DIMS. 'A'k'Al , 'E'k'Bl' 'B' k 'Bl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 25" 65.0 65.0 80.0 80.0 105-1/4' 25' 65.0 65.0 OOA 80.0 110" 65.0 65.0 85.0 80.0 80.0 73' 65.0 65.0 65.0 80.0 80.0 105-1/4' 37-3/8' 65.0 65.0 B0.0 80.0 110' 80.0 65.0 65.0 80.0 80.0 73• 80.0 85.0 65.0 80.0 80.0 105-1/4" 49-5/8' 65.0 65.0 80.0 80.0 110' - 65.0 65.0 80.0 80.0 73' - 65.0 65.0 80.0 80.0 105.-1/4' 62' 61.8 61.6 80.0 80.0 110" 65.0 60.0 60.0 80.0 80.0 0/3W) f. 0/3w) 0/3w) H.D. M'TG. BAH. �- r44'-- CUSS TYPES Tell, 11'8/91' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. AITG. RAIL H.D. M'TG. BAH. H.D. MTC. RAH. CUSS TYPES Tell, 11'8/91' GLASS TYPES 'B' k 'B!' CLASS TYPES 'C' k 'Cl' . WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4" 110' 25" 65.0 65.0 80.0 60.0 . - -85.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 63.0 65.0 80.0 80.0 65.0 65.0 73' 105-1/4" 110' 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73' 105-1/4' 110" 49-5/8' 85.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 63.0 73" 105-1/4' 110" 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - . - - 65.0 65.0 (1/4W) i M OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH ' XOX' •• ••• • • • • •• . • • • • •. ••• •• • ••• NOTE: • • GLASS CAPACITIES ON THIS SHV ARE• BASED ON ASTM E1300-09 (3 SEC. (:l§TS? AND FLORIDA BUILDING COMMI6DION • DECLARATORY STATEMENT DCA05-DEC-219 • • • •••• PRODUCT REVISED as complying With the Florida • Building Coda iWA-NO. • 15-Qi1.15: • • • �cplratl�0at 0',2 '020• •• • •y Want -1 • Z N Q £ zry a 9F O 0�� DTII tyo; V rym ell O O 04.0g1 00b0 Z IL Z�. o abmfv U I U FIN FRAME g i3 t0 2F O l p LA O I~j1 c N r`) O • N7 o3Jh go 05 a U FAX. (305) 593-8592 ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • •• • •• ••• • •• 11 i drawing no. W10-18 (sheet 3,1of 11 (sheet 4 Of 11) I m 1/8' ANN. GLASS .075' Interlayer Sanas CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass 8y 'Eastman Chemical Co.' OR .090' Inter -layer SentryGlas BOR Kuraray America, Inc.' 090' Interlayer Kuraroy Bulacite PVB By 'Kuraray America, Inc.' 1/8' ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LILES WIDER THAN 36' GLASS TYPE 'A' 5/16' NOMINAL LAM. GLASS 1/4' AIR SPACE 1/B' ANN. GLASS i 1/8' ANN. GLASS 075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR 090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Interlayer 1/4' AIR SPACE SentryGlue By 'Kuroray America, Inc.' OR .090' Interlayer 1/8' HEAT STREN'D GLASS Kuraray But.Ile PVB By Kuraray America, Inc.' 1/8' ANN. GLASS 1/8' HEAT STREN'D GLASS .075' Interlayer Soflex CP With PET Care 'Eastman Chemical Co.' OR .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Ca.' OR .090' !Me/toyer SentryGlos By Kuraroy America, Inc.' OR 090' Interlayer Kuraray Butocite PVB By 'Kuroray America, Inc.' 1/8' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36' GLASS TYPE 'H' 5/16' NOMINAL LAM. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EOGE SPACER ST. STEEL BY `CARDINAL' OR DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'OUANDe AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70' OVERALL INSUL. LAM. GLASS (S.M,I.) 1/8' HEAT STREN'D GLASS 075' Interlayer Saflex CP With PET Care By 'Eastman Chemical Co.' OR 090" interlayer Saflex Clear Mel Color Glass By 'Eastman Chemical Co.' OR .090' Interlayer SentryGlas By 'Kuraray America, Inc.' OR 090" interlayer Kuraray Bulacite PVB By 'Kuraray America, Inc' 1/8' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/8" HEAT STREN'0 GLASS .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090' Interlayer SentryGlas 8y 'Kuraray America, Inc.' 1/8' HEAT STREW!) GLASS g SILICONE m GE 1200 DOW CORNING 899 ® 'I DOW CORNING 995 O III 11.1 ' r. r71-'_ 1 ®AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 'C' 5/18' NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR OURASEAL BY %JUANE(' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE. 'E1' 0.70' OVERALL INSUL. LAM. GLASS IN ORDER TO QUALIFY FOR SMALL. MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Ai', 111' k 'CI' MUST BE TEMPERED. s 1/8' HEAT STREN'D GLASS .075' Interlayer Saflex CP With PET Core By 'EaeLman Chemical Co.' OR .090' Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8' HEAT STREN'D GLASS • • XI• EDir S�Eft LIS • 411:1114 • alai O:: • Si STtEL f! 'CARDINAL' :_� ' • • Ob • • • • C tr,_ • CORASiN. By '�UANEX' C Oil • •• el SUPER SPACER BY 'QUANEX' ® AT 1/4 POINTS ALL SIZES • W•• ••• • • • GLASS :YPE :C1• • • • • 010' OVUtALL smut_ 14. CLAP • • • • ••• • ••• • ••• • PAY 1 120 • SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By Miami- de Product Control `11111111(\ 0.;�!1/tif 1P'••71 EN3F RIDE; ONALi V ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • ••• • • d. R i� " O O w OF^o 3NM j o� C 3 o o ZS .) 1 FAX. (305) 593-6592 X31 •'gset ,sakEs E ft.Pru�4 g Tg V ? c z 6 a N 0 .y Y w v S E T# C t 3 drawing no. W10-18 a 0 1BY WOOD BUCK A. d TYPICAL ANCHORS SEE ELEV. FOR SPACING ,EDGE DIST: d. -4a 13 N s Trkul ANanm m SEE ELEV. FOR SPACING O METAL STRUCTURE EDGE \DIST. TYPICAL ANCHORS SEE ELM FOR SPACING11 \ .•" Y Y � TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 MIAMI-DADE COUNTY APPROVED 1 I MULLION -dc MUWON ANCHORS 1 SEE SEPARATE NOA 11 EDGE 1 I TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8' MIN. n �2-3/8' MIN. WHEN USED THE NIN. WOOD BUCt' DEPTH SHAM. BE 276'. THE USE 0 DEEPER OR BEVELED WOODBUCKS IS PERMITTED. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Data 09/22/2020 By Miam -o °duet Control W •: BUCKS AND METAL STRUCTUR T BY CGI WDW. BUST SUSTAIN LOADS IMPOSED BY GLAZI YSTEM AND TRANSFER THEM TO THE BUILDING STRU E. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (F0=177 KSI. Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1/4" MIN. EMBED INTO CONC. OR MASO N14 SM DRIt,UNG S(Fo=74 KSI, Fy=58 KSI) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS I'c = 3000 PSI MIN. • • • • • ` :-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS F'm a 2000 PSI MIN • • • •• WEEPHOLE9: • • Wt = 1/4END WRIR" X 1-i/PLAS1f04 WiEaCOVP;SiifiaLeli trot -1 ro IROM•�CH • 4141 W2 = 1/8" X• 1/24141 •" WEEP SLOT41;41 AT 3-1/8" FROM EACH END W3 = 1/e' X 1/2" WEEP SLO7 AT 3-1/8" FROM••EACH END • • 4141 • 4141• • • • • • • • • 4141 • • • • • i ;• ; • • • • •• • •• • MT 1 1 209 • ..• `STkii A .�` H 49, ',•' tcENsF•� 7 •92 •;•- ; • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• 41410 • • • 0410 • ATE OF 49'•OR10A.... �S9�OINAL7‘'� m"'� Ohm FI- h gt i a�rl� 0Ogm Oaaoo8 0 ,tr E t 42N Asa <6220 n 0 3 I J d tN. °o w Dre v of C O FNo fO Nn n M O 30 -n og.+ U� FAX. (305) 593-8592 a in 0 C P3 00 S `d a 8 5 `a 2 c U 1 a drawing no. W10-18 sheet 5 of 11 FLANGE & FLANGE ADAPTOR FRAME I/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH VENT WIDTH VENT WIDTH 1/4" MAX, SHIMS FLANGE ADAPTOR FRAME Q••—SCREENS OPTIONAL 2WOOD 8 K �R WOOD STRUCTUR 1BY WOOD BUCKS XOX LAYOUT BUCK MOTH EXTERIOR D.L. OPG. MIAMI-DADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH OALTERNATE SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH VENT WIDTH 1/4" MAX SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INTALLATION DETAILS SHOWN ON PAGES S AND 6 APPLY TO BOTH FLANGE FRAME AND &IANGE ADAPTOR 'FRAMES. METAL STRUCTURE - SCREENS OPTIONAL XO LAYOUT PRODUCT REVISED _ N7,;.2 0�pl In with the Florida •1 • fly • • �ue l ooiflgg Code • • • • ` : T• -' . • •WD00 BUCK NO�Nd. 111-0E29.7 i • Miami Product ontrol ~ /rY/lS ��niA1. ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • •• • • • •• •• • • •04 • • drowing no. W10-18 sheet 6 of 11) st eet 7 of 11 J 1 B WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING ..EDGE DIST' 4 1_ 3" N W • EDGE DIST. v 1BY WOOD BUCK W3 TYPICAL ANCHORS SEE ELEV, • FOR SPACING uzi TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME rr 11 I MIAMI-DADE COUNTY APPROVED Ij MULLION k MUWON ANCHORS j I I SEE SEPARATE NOA II I EDGE II I DIST. I LL TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. \2 3\//B�\MIN. 2-3/B' MIN. WHEN USED THE MIN. WOOD BUCK DEMI SHALL BE 2%.. THE USE OF DEEPER OR BEVELED WOODBUCKS M PERMITTED. •• ••• • • • • • • • • • N • • • • • • . • • • • • • • • • • • • • • • BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING AWMI-MOE COUNTY APPROVED MULLION @ MUWON ANCHORS SEE SEPARATE NM BUCK WTOTH .•. ••• PRODUCT REVISED 6r11IE1rIg gd9ong with the Flgrlde • ' • . • NOPC-No. •i5-09*.fp • • • Expl*allon ate 0.22090 TYPICALOANCHORS • • • • —rte R SW • By • • Muni- a Product Control SEE *00 • • • . • 080 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • 100 • • • • • • • 080 • • • 000 • • Ir V Ac3 1� M .1113)q Z q J Fmh a 4.3 l0 i4 E. pct OGh(') O O I. H zm O'Lag 0gla ZP2 ILZh:o .,uig� Qwmf �A C I J 5 OW N � oRUg` ne w u u c tIN22:q r P e vino i� te 0 0 s e u drawing no. W10-18 ILLUSTRATNE DRS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CO TYPICAL ANCHORS SEE ELEV. FOR SPACING a WI B2 HOUSE WRAP NOT BY CGI W2 m W3 ® BACKBED CAULKING 7 /2• O TYPICAL ANCHORS SEE ELEV. FOR SPACING 6 i N WOOD SIRUCURE NOT BY CGI 1�. 0 FIN FRAME TYPICAL ANCHORS: SEE ELEV. FOR SPACING �8 SMS (Fu Q 74 KSI 611N.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD HOUSE WRAP NOT BY CGI • • • COCTEEKOR• • • • • • • • • • • • • O• . • • • • • • • • ••• •• • • • •• • • • ••• • • • • • • • • • ••• • DUCT REVISED . sa nTPlyyln with the Fltlrlda • • • P Buil ng Clr1�e• • • • • NOIChdo. • • 15-9949.7; • ''m By Exp11R8onbate 09122/e020 • • Q •';,S OF • �— 'MAY 1 1 20 ��(`S'•.FtORIOR• G.�,� Mem a Product Control '/ 210NPA LS`�• IIIIiI ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �10) COMP-ANL\W10-03C01 FAX. (305) 593-6592 N 0 Y gnO _0UV: 0 11111! 11 222 T 0 4 r S s a a 0 • m r s S 8 drowing no. W10-18 sheet 8 .of 11 • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • .• t. u ti � 2 ITEM PAST # QUANTITY DESCRIPTION MATERIAL BAND./SUPPLER/REMARKS ET CCI -100 - FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER E2 CCI -113 - FRAME SILL 6063-T6 CGI EXTRUDER Z h 0 n p ,w • H ig IL chi 6 0 i N - e• D.y 0 N M a ft 7 �y-L�{� 0 O p Iii 0 E O Q 0.3E U. Z ooN � a i Z m s W LT f a 1 6 V E3 CGI -102 - FRAME HEAD 6063-T6 CGI EXTRUDER E4 CGI -103 - MEETING PAIL 6083-T6 CGI EXTRUDER E5 CGI -104 - LOCK RAIL 6063-T6 CGI EXTRUDER Efi CGI -705 - HANDLE TUIL. 6063-16 CGI EXTRUDER E7 CGI -106 - SASH RAIL 6063-76 CCI EXTRUDER E8 CGI -107 - 5/16' GLAZING BEAD 6063-75 CCI EXTRUDER E9 CGI -ROS - 0.700" GLAZING BEAD 6063-75 CGI EXTRUDER El CGI -109 - FRONT FLANGE ADAPTOR 6063-16 CGI EXTRUDER Ell CGI -110 - NAIL ITN ADAPTOR 6063-76 CGI EXTRUDER Ell CGI -135 - TF FRAME JAMB O FIXED GLASS 6083-T6 CGI EXTRUDER Ela CGI -136 - TF FRAME HEAD 6063-76 CGI EXTRUDER . E14 CGI -139 - TF FRAME JAMB 6063-76 CGI EXTRUDER1` E15 CGI -140 - 1" MUNTIN 6063-15 CGI EXTRUDER EIS CGI -141 - 2.5" MULUON 6063-16 CGI EXTRUDER E17 CGI -605 - SCREEN FRAME 6063-T5 CGI EXTRUDER T EIS CGI -114 - SILL SNAP IN 6063-76 COI EXTRUDER • § A fi Li C IQ L- O p W F 2 ' O x n to,:; p • r) ' 3 C Z�z, § O Oa U O A IV e ,� n 6 .a g � m -2 n 19 - n 0 A E19 CCI -115 - SILL FILLER 6063-T8 CGI EXTRUDER E20 CGI -116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI -117 - HD LOCK RALL 6063-76 CGI EXTRUDER E22 CGI -138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI -109 • - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER M1 CCI -382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CCI -111 - SCREW COVER (OPTIONAL) PVC - M3 CGI -112 3' O ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700' X 0.040" BEAD GE1200 SILICONE SIUCONE GE M5 - 0.700' X 0.040' BEAD DOW 995 • SIUCONE DOW M6 - 0.700" X 0.040" BEAD DOW B99 SIUCONE DOW M7 - 2/ LITE SETING BLOCK EPOM OUROMETER 8035 SHORE A N8 - - PROTECTO WRAP WATERPROOFING OR EQUN. - - M9 684 - ROLLER TRACK PVC - M10 CGI -128 2 PER SASH ROLLER HOUSING NYLON - t 1.111 W23201 NG - PILE WITH CENTER FN WOOL ULTRAFAB OR EQUN. '-. y C ,P, n g m 8 v � u a n 1 1 o ii � Rc, 1 z 1412 CGI -129 1 PER SASH EGRESS LOCK ALUM. SULLNAN M13 C0I-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTIUFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M16 CCI -134 - JAMB SPACER INC PROTOTYPE OR EQUN. M17 A30730401-32 1 PER WO. CNA LOCK ZINC TRUTH OR EQUN. PRODUyCTgREVISED M18 CGI -132 2PER W0. 2" SASH STOP PVC PROTOTYPE as com Building lCondewith the Florida M19 CGI -111 O FR. HEAD SCREW COVER P/C PROTOTYPE � NOA-No. 15-0929.13 T n M20 CCI -125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M Expiration Date 09/22/220 0 ui oQaqg .1 :t v S P. = E g 9 - 8 g A122 - VARIES HI -FLA WEEP COVERS PVC AMESBURY OR EQUN •• ••• • • • • • •• By 52 - 2 OR 3 PER CORNER ! 10 X 1 1/4' LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - • - • • • • ' • • • • • Math - Product Control • • i--c��! "FLR T a a o u g o w 1' Or .. u r 53 - 1 1/4' EMBED. j 8 X 11/2" LG. PHL. PH. SMS. FIN ANCHOR SCREW _ • • • • • L1lll li S4 - 4 PER WO. 1 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW = • • • `7`7 7AA • • • • • • • • • y_ /j7/ AH 55 2 PWD. } 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - y.Wf1 'A.. �' OI.N 56 - - / 6 X 1/2" LG. FH. SMS. O CCI -133 & CMT LOCK - - •• '�_ S8 - 4 OM. RAIL r 10 X 4' LG, PHL PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - • • • • • • . .T 92 S9 - 2 PER ANTIUFT / 10 X 5/5' LG. PHL PH. SMS. ST/ST. ANNLIFT SCREW - - • • • • • • • • • • • • • • * : * 'CT =_ • • • • • • • • • • •• •• • • • •• ••• ••• .MAY 1 I2011ss'••DR1O'.•4°• _ ��••• i x''110-1.1 �� '•W� ° gg�� drawing no. W10-18 sheet 9 of l l ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • .• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .065 -490 I I .120-+j h V �7\ it b 2.440 2.440 - - 2113- ,.ots - 1 1 � �- .7015 050 nP. T -I •7+5 .050 TYP. Z g 1 Q a• r 1z- �Np T W i 0. i N g s $ �• G. a e t . y u�i �1 & a o yLLj (/G� a QOri K Zre [N, 4 Y d a 2 QEt � z a a g 2.846 2.101 065 nP. 1.301 1.601 2.348 .065 nP. 1.J01 ' 1.220 1 r 1�� 1.007 1.550 L Osaj a 1'660 _L EB 5/16" GLAZING' .864 BEAD -+f E9 .700" 1 .864 GLAZING BEAD E4 085 nP. 1.368- MEEf1NG RAIL • .745 -- 1.155 7.155 - 1--1 395- ® NAIL FIN ADAPTER I--1.385 1.449 ® FLANGE 1.015 FRAME HEAD 23 FLUSH 1.015 FRAME f-- HEAD leo l 1 293 --,.496 .050-f 065 .OBOr 1.015 L-- 1.015 - 1.788 .nP.065 - 1.413 1.140 1.140 2 p64 1255 M3 FLUSH FRAME COVER M2 SCREW COVER T ,.O,S I EA 1.220 4.430 3.665 '.OIYP - 2.685 3,930 3. _ 85 065 �- 2.885 110:1 oeo -, nP SILL FILLER2 !� -t 4,1 v � a � f a U e c E - 8 .L a 1:21 W• C N g N.N^- ; `� n 2 ^ C Z ..S u. �. 3 0 - n V O § 0 F E5 LOCK 1.043 RAIL 1.768 1.450 180.D cam ---,i + 550 J-_ 0FLANGE ,p50 ADAPTOR 2.440 E22 FLANGE FRAME SILL E2 2.440 FLUSH FRAME SILL lois - LLL��..�� 2a10 , 1.220 I 2.7n z.7J7 '� 2.505 065 -nP. L 2.813 ® ALT. 1.043 LOCK RAIL -- • • • • • • • •• • • • • • • • •, • • • ••,-_.. • PRODUCT REVISED qn�9 : • 4.,• . ruts a P ed` Ith the World • • d • • ROA -No,• 15-06)33 : - Lip \\11\111111 �pO,AH;,�q `��` P•' _.� '. ' 4' ��% GENSF',.. � ..7.•92 ^_ t • 1*:: - �` 2.505 065 -nP. ' 2.813 ory g a b l';-2222 g4. li � CgFP ii 1g l ; g 1.892 A65 T1P. 2.195 1.000 --.991-- 3.237 .500 .991 1,015 2.737 20 FLUSH FRAME JAMB (MOVING) FLANGE FRAME JAMB (MOVING) .t E6 O• 1.043 HANDLE RAIL yn o N•a u� o g o -^.^ 6 o igi ^ v 51 2.505 .065 P. 2.505 .065 nP. � G c a u, o I 1.025 . , c A c o 9 ^ '1 :g S `--"--' ,--.„n ,--.„\\ � ^ �' `-' 1.0116 i 1.015 1 .065 1.395 745i ) El FLUSH FRAME .500 X7.245 JAMB (FIXED) FIXED _ ® FLANGE FRAME ---1 JAMB 1.000 745 - FIXED (FIXED) O 1.075 SASH RAIL • • • • • • • Ex: wtfv Bate tbf22J2t0 1•o i-TATEOP drawing no. w 10-18 • • .?�� • • • : • •' 'OCORIOP•.•' By PAY 1 120 t , s '•• G .� Alla - da Product Con r 77 S/DNA` s*\\\ / 11 1111111\ Sheet 1 U of 11) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l VENT TOP/BOTTOM CORNFR$ FIXED Mit RAIL CORNER • ••• • • • • • •• • • • • • • • •• ••• •• • • • •• FRAME DOTTOM CORNER PRODUCT REVISED • • • • ea co1RBde wl the Florida • • 9ul[dtn • • NOA-No• 15-t1929.1, • s • • i • Ex$Iratt at 119r221,4010 • ••• • ay Mlamt=DProduct Control • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fa `u Z yp Q y LI 0 —et. a re .t �{ 6IY W?W?p C ()GP, Roil p an¢ �otE21 <6s12 d O w C pxN o f` 3 "M p•M n V 3 . C Z 30 _a o� o _J 0 n c n D e a L a O u ate+ V 6 O c u a Y 5 drawing no. W10-18 sheet of MIAMUDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD : ►n e : ' • ; ' e .• TON DIVISION OTICE OF ACCEPT • E (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25th Street Miami, Fl. 33172 SCOPE: OA is beingjssue der 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 (A�a; • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coutty egcluct control Section• •; • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the ridr eliave this •. product or material tested for quality assurance purposes. If this product or material fail% jq r form into accept: W • • manner, the manufacturer will incur the expense of such testing and the AHJ may imme4114tply revolie, mpdify,:cYt••• suspend the use of such product or material within their jurisdiction. RER reservts •the'right'tp. Moke X1.5. • • acceptance, if it is determined by Miami -Dade County Product Control Section that this.pr: li ft or material fails•UDL.' meet the requirements of the applicable building code. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208' Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy .... • This product is approved as described herein, and has been designed to comply with the Frtidtruilding Bode, urricane Z DESCRIPTION: Series "160 Sentinel" AIuminum Outswing glazed Doors w/wo Sidekte% ILMI„ AL DOCUMENT: Drawing No.W13-01 Rev D, titled "Series 160 Sentinel •utswing Doors", streets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, Signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 13-0226.06 consists of this page 1 and evidence pages E -l& E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • MIAMI•DADE COUNTY APPROVED NOA No. 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 f 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 Ovtswing Doors", sheets 1 tine 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 203-04 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 20244: • • • • .' Along with manufacturer's parts and section drawing marked -up drawingS•naluminu>n met w/ • sidelites, by American test Lab of South Florida, Inc., Test Report No. Any.: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 FBG.S.A.S 202-84 . 2) Large Missile Impact Test per FBC, TAS 201-94 • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-F4:•: • Along with manufacturer's parts and section drawing marked -up drawings of euminvirr sxdelitesa issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample#3):dated 04/16/2011, • signed and sealed by Ramesh Patel, P.E • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th 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 (5th 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 08/08118. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 1shaq I. Chanda, P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 • • • .• E-1 • • 6" MAX. HEAD/SILL CORNERS 37-1/4" DOOR FRAME WIDTH 3" _ DOOR OIMS. LAM, or INSUL-LAM. ._ �. (� „I N , f, FRAME HEIGHT EXT .(+) I I 11 11 __1.L./ __I� / / / 35' — GT 63 M S m i ©/ - _ a o J m 4:, to ---, 6 Li -2N t I— / ! \ \ /1 _/_A____ / x / _ �y __II�___ II \ 11 4=== \11 -- -1.1- I i / I\ \ \ � ,..- 7 ACTIVE ,- TYPICAL ELEVATION ( X ) 2 ANCHORS TYPE 'A', 'B' OR 'C' AT STILE ENDS .m m ANCHORS 'B' AT S E ENDS DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR OIMS. LAM, or INSUL-LAM. TFRAME IDTH LEAF WIDTH FRAME HEIGHT EXT .(+) INT.(-) 37 4' 35' 96" 80 80 72" 6" MAX. HEAD/SILL CORNERS DOOR FRAME WIDTH 3" 3" ^II 6' 1111 m —L © - a. J O NOTE: VERIFY COMPLIANCE WITH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT ()CA05-DEC-219 / / O LOCK OPTIONS_ SEE SHEET 9 / I\ I I 1 1 I I ACTIVE NAC 23 1/2" D.L. OPG. 23 1/2" TYPICAL ELEVATION ( XX ) D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED SEE CHART FOR QUANTITY N \I� r> N <� LZ7 a 8 DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAM. or INSUL-LAM. FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 72" 35"� 98" 80 80 E 'ESS LIMITATIONS WHERE REQUIRED. NOTE: FLUS • =OLTS AND LOCKS MUST BE GED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. •• • •• ••• HEAD ANCIlORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM ,A' ,B. ,C. 1/4" 4 4 4 3/8" ' B 6 6 +/2'7 7 - PRODUCTREV/BED 010h bYt 111 the FImiY M• /`F-(6/S.0it. •�•DTM• A?0i0b+2olg SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE IITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCWDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1DY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • • : A:04 ()VINO I@CROSEJSIiSED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • M I S QllNifgil NM IJMITED TO STEEL/METAL SCREWS, THAT COME INTO ... 0 C R T• OR A DSI F OEMATERIALS SHALL MEET THE REQUIREMENTS DOOR D.L.O. DIMS • • • • • • •• D.L.O. HEIGHT = FRAME HEIGHT - 11.8751. • L • D.L.O. WIDTH (X DOORS) = FRAME *NM •- 13.75" • • D.L.O. WIDTH (XX DOORS) _ (FRIA WIDT: c h)/2: • • • • ••• • • ••• DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Eng,: JA AD AHMAD CML FLA PE / 70592 • C - .03.38 • • • 1• ?D15 ro ‘u r N d In oo Ow o E y�No N o3M M m Z W m o_ P O � r� U - F FAX. (305) 593-6592 0 C H 9 rc n m c r m b c 6 S 6 scar¢ 1/2'.1'-0' e �i a 5 drawing no. W13-01 sheet 1 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • 6" MAX. HEAD/SILL CORNERS 37-1/4" DOOR FRAME WIDTH 4- $ D.L. OPG. 2 ANCHORS TYPE 'A', 'B' OR 'C' AT STILE ENDS \.2 ANCHORS TYPE '8' AT STILE ENDS Cm 'o TYPICAL ELEVATION FOR 3 HINGE DOOR (. x_) 72" 6" MAX. HEAD/SILL CORNERS 0 1 6 _ DOOR FRAME WIDTH 3""{ 6" 3" V 'Y av� ✓ 4 ; fl J/ I\ / 1 / LOCK OPTIONS SEE SHEET 9 \ \ ACTIVE 23 1/2" D.L. OPG. 1 I I INAWNE 23 1/2" SEE CHART FOR QUANTITY N N z m y�o D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION FOR 3 HINGE DOOR (XX) NOTE: SEE SHEET 1 FOR DOOR CAPACRIES • HEAD ANCHORS AT STILE ENDS QUANTITY CHART ` /V .j,. 'A' 'B' III // II / __ 1L_/ -- II u /I 1/4" _ O/ 4 4 / \Q. 2 /_j==_ / ____��___ \ \ \ t. l 1 1 1 1 N \\ \ _ l• -•°.o M l}y4 m J u 7 7 N -P z ACTIVE 4- $ D.L. OPG. 2 ANCHORS TYPE 'A', 'B' OR 'C' AT STILE ENDS \.2 ANCHORS TYPE '8' AT STILE ENDS Cm 'o TYPICAL ELEVATION FOR 3 HINGE DOOR (. x_) 72" 6" MAX. HEAD/SILL CORNERS 0 1 6 _ DOOR FRAME WIDTH 3""{ 6" 3" V 'Y av� ✓ 4 ; fl J/ I\ / 1 / LOCK OPTIONS SEE SHEET 9 \ \ ACTIVE 23 1/2" D.L. OPG. 1 I I INAWNE 23 1/2" SEE CHART FOR QUANTITY N N z m y�o D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION FOR 3 HINGE DOOR (XX) NOTE: SEE SHEET 1 FOR DOOR CAPACRIES • HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4" 4 4 4 3/8" 6 6 6 1/2"7 7 _ •• ••• • • • • • •• • • • •• • • • •• ••• •• • • • •• Engn JAVAO AHMAO CML FLA. PE # 70592 • ••• ••• • •CAN. 10, • • • • • • • • • • • • • • • • • • • • • • •• •• • ••• • • ••• 0 6 2015 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC I' REVISED Es tonply eq with the Simi& beiedbase•ceNe - JOJ �O i I s NW Ceeyd Z m o gDo 00 � LL G IX C] 0 v V 'c ~ crE�Ro 0 tr) O Qwv3eF abs€k U O I M I a U S Ez 6 (n K 0 F- ,k5� FN O U) v1 N 0wf1 00 3• r1 n Z J n Z 3 .� o� 5 l U p FAX. (305) 593-6592 v: 0 v 0 n a a P a T d 0 0 n •s s S C 1 r•—` 13 I n ipi A 3 drowing no. W13-01 sheet 2 of 11) 6" MAX. HEAD/SILL CORNERS 37 1/8" SIDELRE WIDTH DESIGN LOAD CAPACITY - PSI? ' SIDELITE ~s c� ro -. w ' g m SIDELITE FRAME CD @ - u o , G _ / // / /' / EXT.(+) INT.(-) 24 6 80.0 60.0 DESIGN LOAD CAPACITY - PSI? ' SIDELITE STATIONARY PANEL (0) SIDELITE FRAME (SEE NOTE BELOW) WIDTH INCHES HEIGHT INCHES EXT.(+) INT.(-) 24 6 80.0 60.0 30 X� %fca 112 il -aF I ,-Z-.1 J-_ // 1 I ( I 80.0 80.0 33 84 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 39 73.8 73.8 42 86.8 68.6 24 80.0 80.0 30 80.0 80M 33 90 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 39 73.8 73.8 24 80.0 80.0 30 80.0 80.0 33 98 80M 80.0 36 80.0 80M 37-1/8 77.6 77.6 31 1/8" D.L. OPG. TYPICAL ELEVATION ( O ) 6" MAX. HEAD/SILL CORNERS 144" MAX SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WID I I Iii II 1\\ ' ANCHOR TYPE - /I\ 'A' \ / �._ 1 �\ C I \ Iii _\._n_.._a -�Ir- I^ \ 4 LOCK SEE m /a / OP 5},E // \ \ ; / / 6 ONS 9 �! 1• I � I X� %fca 112 il -aF I ,-Z-.1 J-_ // 1 I ( I . \ a K�y o U / / I/ I/i INACTIVE ACTIVE SEE CHART FOR QUANTITY HEAD ANCHORS AT ST LE & MULLION ENDS QUANTITY CHART ' ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4" 4 4 4 3/8" 6 6 6 1/2" 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEETS 1 & 2 31 1/8" D.L. OPG. SIDELITE OPTIONS 23 1/2" D.L. OPG. 23 1/2" D.L OPG. 31 1/8" D.L. OPG. TYPICAL ELEVATION ( OXXO ) 4 ANCHORS TYPE '8' AT STILE AND MULLION ENDS m A U U SURFACE APPLIED FALSE MUNDNS MAY BE USED SIDELITE Dt.� DINS+ • • • } • • • • D.L.O. 'ARIGHT F= R;ME Hp:HTr 72.5": • D.L.O. WID/IH = SNI RJTFI WIDTH •- �' %AND ALONE SIDEUTE ONLY D.L.O. W61(61 -i•= •SI�tFl.ITE• WIIITH •-• R.87: S/pEL[A, ?0 DOOR ONLY • ••• ••• • • • • • • • • • • • • • • • • • •• •• • ••• • • ••• Engn JAVA) ANNA() CML FLA. PE if 70592 • .3538 • • • • I • II • • '1015 ra 4`11) PRODUCf REVISED as eamplyML w11Y the FRA& YaYleg Code Artesian No lM -1060< Lipint{aa Dote 211 ,11 p M►4Whl. rodw aeUd T RI S c drawing no. W13-01 sheet 3 of 11 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • r- (sheet 4 of 11) DESIGN TOAD CAPACITY - PSF L- A DOOR MEM SIDELITE TO DOOR MULLION SIDELITE LEAF FRAME (SEE NOTE BELOW) WIDTH INCHES WIDTH INCHES HEIGHT INCHES EXT.(+) INT.(-) 24 , ' / 850 850 30 \ \ 805 80.0 33 35 84 80.0 805 36 % / 805 805 37-1/8 \ 77.6 775 39 \ 735 735 42 88.8 685 24 / 805 805 30 /\r, 850 805 33 35 90 850 805 36 !v', 805 850 37-1/8 775 775 39 735 73.8 24 80.0 80.0 30 80.0 805 33 35 96 805 80.0 36 850 850 37-1/8 775 77.6 O O SIDELITE WIDTH DOOR FRAME WIDTH SINGLE (X) 37" MAX. DOUBLE (XX) 72" MAX. SIDELITE TO DOOR INSTRUCTIONS. USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES ON SHEET T. 2. SELECT LOWER OF SIDELITE TO DOOR MULUON CAPACRY FROM TABLE ABOVE. 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. DOOR FRAME SIDELITE WID IH' I` WIDTH fX°3 DX SIDELITE WIDTH DOOR FRAME WIDTH DOOR SIDELITE FRAME SIDELITE WIDTH ((,. L- A WIDTH / \ O \ \ \ \ -� J _ w, /' fX°3 DX SIDELITE WIDTH DOOR FRAME WIDTH DOOR SIDELITE FRAME SIDELITE WIDTH ((,. WIDTH WIDTH WIDTH -� J \ /' j — gi3 1 O / / \ \ / 0 4' \ \ \r o— 0 .0, •cir c / •./s \ , o-- l WIDTH ( -� J \ /' o / / o /i'• \ `0---- R\ V%\ c / •./s \ ' / \ \ \ \ \ i-- o / / / \ / % / 7 j. iii \ \ / / \ \ / \ \ / /r, /\r, MULLION '( OXO DOOR STILE END ANCHORS l END ANCHORS SEE SHEET 3 SEE SHEET 1 SIDELITE , DOOR FRAME DOOR SIDELITE FRAME WIDTH WIDTH WIDTH / WIDTH \ /' `,c /'. j ,i V%\ (�.' •./s \ \ O / \ \ / \ i-- o / \ / \ / % \ 7 ( XOX ) DOOR FRAME SIDELDE WIDTH WIDTH WIDTH ( (�.' ( . / \ i-- o /6 `N 0--- / / % :ii \ \ .5 j. iii \ / \ / \ / \ / \ / iQ, !v', r I. •• ••• • • • • •NOTFI• • •• • • • BASFip ON ASTM E1300-09 (3 SEC. GUSTS) • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • •DEBb\RATORY STATEMENT DCA05-DEC-219 PRODUC r REVISED so Willey odew11h the FToridA AreepGnce No 4 -IDIS • 014 Ifs .day 1 M•aY DId( IDdueI Control *GLASS CAPACITIES ON THIS SHEET ARE • ••• ••• • • • • • • • • • • • • • • • • •• •• • ••• • • ••• Engr. JAVAD AMMO CML FLA PE 70592 • CA j8 • • • V a .W°>J c u. 0t a og a 0&ag mg .0 .:4 0 jzy�� <6 0 Lg. 0 n za I a 0 0^ gM, o�� nv uvog8 ss a'A a 2a T a N a Y ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O v 0 a h S g 2 0 drawing no. W13-01 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS _ .075" Soflex CP With P Core By 'Eoslman Chemical Co. _ .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090' Soflex Clear And Color Glass .090" Sollex Clear And Color Glass _ _ INTERLAYERS— By 'Eastman Chemical Co,' INTERLAYERS— By 'Eastman Chemical Co.' .090' Kuroroy SentryGlos _ .090" Kuraroy SentryGI. By 'Kuroroy America, Inc.' By 'Kuraray Americo, Inc.' _ .090" Kuraroy Butacite PUB .090" Kuraray Butacite PVB By 'Kuraray Americo, Inc.' By 'Kuroroy Americo, Inc: 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS SIUCONE SILICONE DOW CORNING 995 DOW CORNING 995 DOW CORNING 899 DOW CORNING 899 GE -1200 GE -1200 AT 1/4 POINTS 7/16" LAM. GLASS 5 • m I I / i AT 1/4 POINTS 7/18" LAM. GLASS GLAZING OPTIONS • 3/16' TEMPERED GLASS 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.' .090" Kuroroy SentryGlas By 'Kuraray America, Inc.' _ .090" Kuroroy Butacite PVB By 'Kuraray America, Inc.' INTERLAYERS- z gn: d 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE -1200 I I XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR / DURASEAL BY 'OUANEX' / OR i SUPER SPACER BY 'OUANEX' AT 1/4 POINTS 1" OVERALL INSUL. LAM. GLASS •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• Engri JAVA° AHMAO CML FLA. P N 70592 • ••• ••• • • • 3538 • • • • • • • • • • • • • • • • • • • • • • • 1y52015 • •• •• • • • ••• • • ••• • PRODUC r REVISED Plenldi e Florida Ateeple•te No /y-/OIT,OV E •DeNee Date ve 0 g 0 d vt i n OC OC N t 4d N n �NM O r'1 e n O3 2r .§0 M 0•• U-� 0 a c 0 n 1: k drawing no. W13-01 • • • • ••• • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 5 of II (sheet 8 Or 11) EDGE DIST. CONCRETE . TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING u 1! r r 5 z a 0 5� r CONTETE, a'.: c EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY WOOD BUCK SEE COTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING IN - WOOD BUCKS AND METAL STRUCTURE NO CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING S EM AND TRANSFER THEM TO THE BUILDING STRUCTU' TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'B'- O' (Fu=177 KSI, Fy=155 TYPE 'C' - EDGE DIST. `111111111111WEIpri 111 _J METAL 'STRUCTURE DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •• ••• • • • • • •• • • • WOOD AT HEAD OR JAMBS SO a 0.55 MIN. • • CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 IPS' MIN! C-80 HOLLOW/FILLED BLOCK AT JAMBS f'm 420001A1.1,IIN, • • ANCHORS MAY BE HEX OR FLAT HEAD. • ••• ••• SEALANTS: •• • • • • ALL JOINTS AND FRAME CONNECTION%SEALEDVIJTH• ••• GE SCS2000 SILICONE SEALANT. • • • • • • • • • • •• • • • • • • ••• • DOOR DETAILS ••• • • • • • • • • • • • • • •• •• ••• • • n c� z 27. 0 II MIAMI -DADS COUNTY APPROVED' � II CLIPPED MULLION I I SEE SEPARATE NOA I Engr. JAVAD AHNAO C L FIA. PE 70592 • CA♦I I e • • • • • • •• 5 201` TYP CAL ANCHORS SEE ELEVATIONS FOR SPACING )lODIIC F REVISED at amply*/ with the Dorf& 6iiMl Cada AreepWp No(9 -10/c0 -ahpraw. Dam �( lS �l�, ' . a _Sine, Central fehiV z a a 8P h Oc`tgi clewut K>m o paaa.l 000: r - ELi e 8 • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 0 FAX. (305) 593-6592 0 n `v v s v d a 2 8 c m a n U v` 1; [1713" ino.-01 3/8' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING O 3/8' MAX. SHIM wo METAL STRUCTURE 3/8" MAX.'. SHIM, .' CONCRETE - MASONRY' TYPICAL ANCHORS •. SEE ELEV.."' FOR SPACING: ACTIVE LEAF `_E D.L. OPG. LEAF WIDTH DOOR FRAME WIDTH EXTERIOR V yr.,-SEE IBY WOOD BUCK /', SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING I.I=1,ZgA` WA1 Y,t) -4,.,`J'A M\ `WA11dDIC.1. I11 W „� • O • ACTIVE LEAF O 3 POINT LOCK WITH DEM BOLT SEE SHEET 9 3 POINT LOCK WITH DEAD BOLT SEE SHEET 9 FLUSH BOLT EXTERIOR LEAF WIDTH Li �IN1111 O.L. OPC. LEAF WIDTH INACTIVE LEAF E» O DOOR FRAME WIDTH •• ••• • • • • • •• • IQ1 TRODIX f REVISED r complyisz with tie Florida "if Act<ploece No�'� 7-1011- 7 Eykatir DAR 5-I21 l `i w Mira/ (MIa P ..I.et CrU•1 3/8' MAX. SHIM 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 • • • •• • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • •• •• • ••• • • ••• DOOR DETAILS Env: JAVAD AHMM CML FIA. PE j 70592 • CV 4j3s • • • • • • • 062015 TYPICAL ANCHORS SEE ELEV. FOR SPACING to .0 Z F �Q tt 0 t 0B M p&¢a2. a 112 41 n.Z�-a 46A2 PI M ZJ Q a s o: VI C O d ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •••.• • FAX. (305) 543-6542 a a `u v g a a 0 v s N 0 c n I a G r—+ 1 n 3 drawing no. W13-01 sheet 7 of 11) sheet 8 of 11) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ":+EOGETIST. • . > CONCRETE . :..CONCRETe . ' a 0 "a i ij r CONCRETE. . EDGE DIST, N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3/8" MAX.• . SHIM .' CONCRETE OR ' MASONRY MATING JAMB FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEETS 1 h 2 FRAME WIDTH DOOR FRAME WIDTH 37" MAX. SINGLE (X) 72" MAX. DOUBLE (XX) TYPICAL ANCHORS 4" LONG SEE ELEV. FOR SPACING APPLY SEALANT BEFORE MATING ♦-•• ••• • • • •• •• ••• NOTE: LIMIT SHIM TO METAL. STR1TURE AT:AMT116 vi p:e •• • •• • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • •• •• • ••• • • ••• SIDELITE DETAILS Env, MMO AHMAD CML FLA PE 70592 CAN.f538 • • • • •O l,5 6 2015 fo‘U IMMIX E REVISED ro▪ iling Cede r+n He Pier* Aax.Pl.. Nei 0/ S"0 EiDM.tiee..Dole W m▪ / Noir Prod.n cwMi Z O d Q O Oi CL fro OG < 01>" 0 EL./ O0 tt 6 E H U 0 M 3 J z a U d 6 fn O o tm (nor -2 3 N Ml I 03.n LL Z_ z n �o_8 Up FAX. (305) 593-6592 I A P A g A ps N i drawing no. W13-01 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TRUSIONS SILL OF MATERIALS ITEM 1 PART No. DESCRIPTIEN MATERIAL MANUF. REMARKS 1 CGI -1139 DIME HEAD AND SILL 6063-T6 CGI EXTRUDER USED BY ALL OPTIDE 2 C6I-190 FRAME JAHR 6063-16 CGI EXTRUDER USED BY ALL OPTIONS 3 CGI -196 SIDELITE HEAD AND SILL 6063-T6 CGI EXTRUDER 3 PER GARNER 4 CGI -197 FREE STANDING SIDELITE JAMB 6063-16 CGI EXTRUDER OPTIONAL 5 CGI -198 HATING SIDELITE JAMB 6063-76 CGI EXTRUDER 25 6 CGI -193 PANEL TOP PND BOTTOM RAIL 6%3-16 CGI EXTRUDER pi p t i-Z4�rF RVH1411? 7 CGI -194 PANEL VERTICAL STILE 6063-16 CGI EXTRUDER TAGER 9 061-199 SHEAR BLOCH 6063-16 CGI EXTRUDER OPTIONAL 12 061-191 FRAME HEAD AND SILL CREV COVER 6063-15 CGI EXTRUDER GLAZING BEAR BUB 13 CGI -192 FRAME HEAD AND SILL SLANTED SCREW COVER 6063-15 CGI EXTRUDER 14 C61-121 7/16' GLASS GLAZING BEAD 6063-15 CGI EXTRUDER OPTIONAL UA CGI -123 I' GLASS GLAZING BEAD 6063.15 CGI EXTRUDER 15 C6T-200 SFEAR BLOCK PLATE 6063-T6 CGI EXTRUDER 16 CGI -195 ASTRAGAL 6063-T5 CGI EXTRUDER 17 CGI -508 SCREW COVER 6063-75 CGI EXTRUDER LOCKING HARDWARE ITEM 1 PART Na. DESCRIPTIO4 MATERIAL MANUF. REMARKS 18 C6I-4503PL 3 POINT LOCK ASSEMBLY (ACTIVE LEAF) XC -1947 CGI -CUSTOM USED BY ALL OPTIDE 19 CGI -1201 FLUSHBOLT ASSEMBLY (INACTIVE LEAF) H6 CGT-CUS10N USED BY ALL OPTIONS OPTION 1 5455 PASS ACTIVE LEVER (ACTIVE LEAF) 23 BALOVIN 3 PER GARNER .187 x 320 VEATHERSTRIP PILE V/ CENTER FIN 5455 FD DUMMY LEVER (INACTIVE LEAF) BALDWIN OPTIONAL V33321NG 8231 DEADBEAT (ACTIVE LEAF) LLTRAFAI DI GOON BALDVIN 25 OPTD 2 J060 DEADBEAT (ACTIVE LEAF) ALLNINUM DEXTER BY SCR pi p t i-Z4�rF RVH1411? 25A J10 TUR605 ACTIVE LEVER (ACTIVE LEAF) HINGE (4 1/2' X 47 DEXTER BY SOL TAGER R gli 2WI 16 I JI0 IIR605 DUIDU LEVER (INACTIVE LEAF) A11800-US3 DEXTER BY SOL OPTIONAL OPTION 3 DB2410 DEADBEAT (ACTIVE LEAF) M4 CERPER CREEK GLAZING BEAR BUB VINYL BL2220 ACTIVE LEVER (ACTIVE LEAF) 27 CEPPER CREEK 3/8'-16 FULLY THREADED ROD - SECURED VITH 3/8' HEX TUT 112290 DUMMY LEVER (INACTIVE LEAF) COPPER CREEK OPTIONAL ITEM 1 PART Na DESCRIPTION DESCRIPTION MATERIAL REMARKS 18 21 1 14 X 3/4' HEX HEAD TERS - HULION ATTAHICHT XC -1947 FRAME GASKET FONI 19 A 6 X 1/2' PAN HEAD SKS - ASTRAGAL ATTACH/ENT H6 32084 12' FROM ENDS 20 AMESBURY OR ELVIV 1 10 X 11/4' PH SHS - ASSEMBLY 23 MS 3 PER GARNER MISCELLANEOUS IGEN X CODE PART Na DESCRIPTION MATERIAL MANF. REMARKS 21 HIB XC -1947 FRAME GASKET FONI AMESBURY OR EOUIV 22 H6 32084 .350 FOAM GASKET EOM AMESBURY OR ELVIV 23 MS 1/3332116 .187 x 320 VEATHERSTRIP PILE V/ CENTER FIN VIOL ULTRATAB OR EOUIV 24 H8 V33321NG .187 X 300 HIGH PILE V'STRIPPING VW. V/ FIN LLTRAFAI DI GOON 25 N9 CH -108-1 MEE N I/2' X 4') ALLNINUM C61 -CUSTOM pi p t i-Z4�rF RVH1411? 25A MO AB800-US32D HINGE (4 1/2' X 47 BRASS TAGER R gli 2WI 16 I 25B MII A11800-US3 HINGE (4 1/2' X 4') S/S HAGER flilf 2 FH O) 26 M4 CG1-3132V GLAZING BEAR BUB VINYL C61 -CUSTOM 27 H7 3/8'-16 FULLY THREADED ROD - SECURED VITH 3/8' HEX TUT ZINC PLATED 28 - SETTING 1310.7 (2 PER LITE) EPD1 OURONETER 8015 SHURE A NOTE: ITEM NUMBERS B. 10 & 11 ARE NOT USED • •• ••• • • • • • •• • • • •• • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • ••• • .• ••• • Engr. JAVAD AIMAD CML Fla PE 70592 • ii"."" 015 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCE REVISED as �s FlYhtl with Ay Florida AE *Sim eteplyee No te Ks' (CC.. M1a111B11r NT • O K cows! (04saV d Cj g ° Imo 0b V O M O I oaQQg 0 0Np 10 Ki LL W O - a Qm f s M JZ Q a v31 S dE 6 f3 f§ (/) cc Ow o (// N �NM �3 Zz� 30_ R U o m r FAL (30.5) 593-6592 0 v drawing no. W13-01 sheet 9 of 11 1 n ipI X• ii .5 . CGI CUSTOM 3 -POINT LOCK HwsMg Flushbdt Flushbdt Activtlur mi TOP SECTION SHOWN (BOTTOM SIMILAR) /ID x 3/4' PH SMS /8 x 1/2' PH MS Flushbolls (Inactive Panel) Top di Bottom •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • •• •• • ••• • • ••• Engr. JAVAD AIMAD CML M. PE i 7 92 CAN. 553 • •••4 • • • PRODUCE REVISED as toaply/9 wl1Y 14lTfoifds YWIry Cade, Attepte No / 1 l►a/- /a/ r- 051 6t/4el{et Dolt S} 151 I K..0 TMt I�w.tl Csabsi V O17. 9 �� e ce. G Oki g o0.<0 00q-cEt <1SP g 44110 Gll 2 0 .q 0 n M v a 0 a 8 C M R 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 11 • • 000 • • b drawing no. W13-01 sheet9,lof 11 O DOOR FRAME HEAD/SILL tz FRAME COVER 3.825 2.458 6.438 SIDELITE TOP & BOTTOM FRAME P 1\J�5888 1.625 .0612 \` l 13 SILL COVER O TOP & BOTTOM RAIL .465 .0 17 SIDELITE JAMB COVER O HINGE & LOCK STILE 8 ASTRAGAL ADAPTER O SHEAR BLOCK 1.500 .185 I(� .115 SHEAR BLOCK PLATE O DOOR FRAME JAMB O SIDELITE FRAME JAMB O SIDELITE MATING JAMB 14 GLASS STOP (LAM GLASS) .675 .995 .C910 • • • • • • • • 1!184 • • • • • • •• 1- • • • • • • • • .995 .050 • • • • • • • • • • • • •• •• • • • 19184lit • • • • • 14 GLASS STOP (INSUL. LAM. GLASS) En9r. JAVAD'AHMAD CML FU. PE 70592 • • • CAN .• 38 • • • PRODUCE REWSED ►uashs w1111w SUM* LoZsze d ts� D�lt�g red., CYhN rtiviftU A O J H2 2 Kg- a. �a Fg 0 00 Ow u. aa LL OG V C ei o nM-q; O ,qk' Z i9 cv 11z�E� �11d � N I J M N m N 0' 0t 0 .m o 43 to N • 0,170'7 ut�' n N I d p3 .m 3Z�t3 ot o5a U t c n 9 a E. 6 I; 2 a 0 'S m C.!) v° g S S 8 0 c • • • i e I§ drawing no. W13-01 (sheet 10 of 11 ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS h yA e HOLE CAP MATING JAMB FASTENERS SEE SHEET 8 FOR DETAIL ACCESS HOLE DOOR FRAME TOP Sc BOTTOM CORNER LEAF TOP & BOTTOM CORNER ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS SIDELITE JAMB CORNER TOP & BOTTOM SIDELITE MATING JAMB CORNER TOP & BOTTOM •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• Engr. JAVAD AHMAD CML RA PE # 7p592 • ••• ••• • • •••CAN. 35 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 034: Z ;o W g O 4 Od ee a 0 O$ a OE A Oa4g 0.4V)F re 2O Qw3�'6 2J446AEP COMP -ANL\W13-01CM CC d N I n n c O17-, (n Nin N 0319 n }'o -A) U�10 a N 0 a s m i 5 n b a 3 drawing no. W13-01 sheet 11 of 11) MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NO_TIC EPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economy Amarr Garage Doors 125 Carriage Court Winston-Salem, NC 27105 SCOPE: 's LIGA. thein{r isstr�d under the applicable niles and regulations governing the use of constriction 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 Jurisdi tion cAHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countnr. dugt Contr21 se ction (In • • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve their N have tllii pioduct ori • material tested for quality assurance purposes. If this product or material fails to perform eirilti.pccepted nfnner, thg, • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mgclia or suspeend thg use of • such product or material within their jurisdiction. RER reserves the right to revoke this a&gptapte, if i?i,s.deitCrminecj • • • • by Miami -Dade County Product Control Section that this product or material fails to ni,egt. pr. requkemenis of they ....••• applicable building code.•• • This product is approved as described herein, and has been designed to comply with the Florida Wilding Code. • • including the High Velocity Hurricane Zone. •• •• • •••• -- -- • • —•--_— __..-• DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Seeding'tarage.Door up to 16'-0" Wide (DP +45.8, -49.3 PSF) • " APPROVAL-DOGUMENT; Drawing No. IttC:93T�i - 6, titled "Model 950 Heritage &o el e�5 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 'through 3 of 3, dated 03/14/2003, with revision C dated 02/04/2013, prepared by Aman. 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 # 13-0503,08 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 15-0505.13 `/ Expiration Date: September 4, 2018 Approval Date: July 16, 2015 �,� Page 1 •• MIAM[ DADE COUNTY APPROVED • ••• • Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0503.08" 1. Drawing No. IRC -9516-169-26, 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 C dated 02/04/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 13-0503.08" 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Enviromnents per ASTM D1654 & ASTM B117, prepared by Architectural Testirigiao., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed lbyGarz T. Ha�ti-rw, P.E. •• 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBWM 202-91t • • • • • 2) Large Missile Impact Test per FBC, TAS 201-94 • 3) Cyclic Wind Pressure Loading per FBC, TAS 203.9.1..• • • • 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 testeel garage door • Model 950, prepared by American Test Lab, Inc., Test Report No. A•'1allg, 0205.01 NR, •• • dated 04/02/2013 and 06/13/2013, signed and sealed by David W. Jo rnsoy, P.E. , • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC.TA1202-U. • • • 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' 24 ga Model 950D 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 # 08-0718.03" C. CALCULATIONS "Submitted under NDA # 13-0503.08" 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 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.03" 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 5's edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by •mas L. Shelmerdine, P.E. 1.4r' oVidfrai Carlos M. Utrera, P.E. Product Control Examiner NOA No 15-0505.13 Expiration Date: September 4, 2018 Approval Date: July 16, 2015 E-1 7' IG GA END CAP )¢HIND TOP FIXTURES 12 OA GALV. CONNERCIAL TOP ROLLER BRACKET ATTACHED V/(4) 1/4' % WV HEX HEAD SCREVS PER MACK E 2. 10 DELL STEEL NR(RIEAK ROLLER V/3' MIH STEN ADJUSTABLE ROLLER CARRIER ATTACHED V/ (2) 1/4' x 12' DOLT D WT PER DRACKET 5 1/C IOW R -TRUSS ATTACHE) 4/ (2) 1/1' x 3/1' HEX 14(40 SCREVS AT EACH CENTER RINE Tq,isYPICAL TDP FIXTURES _ SCE <TAKE DI ON PAGE 3 FOR REWNDENKII SECTION COl61GURATION tIOA I RASAK CENTER HINGE ATTACHED V/ (4) 1/4• x3/4' HEX HEAD SCREVS TYPICAL DURASAFE CENTER HINGED N.T.S. REFER TO TAKE 4 ON PAGE 3 FOR STNE PLACEMENTS *3 14GA IMASAFE ROLLER CARRIERS ATTACHED TO R -TRIS V/ (2) 1/N' x 3/4' HEX HEAD SCREVS PER CARRIER L' 10 BALL STEEL HURRICANE ROLLER V/9' STEN 16' 4' MAK INSIDE ELEVATION N.T.S. 14 GA DURASAFE END HINGE ATTACHED V/ (2) 1/4' x 3/4' LEX HEAD SCREVS 5 1/2'H X ID GA (5' R -TRUSS) ATTACHED V/(4) 1/4' X 3/4. KR IGD SCREWS 3 3/4' WEL IIDEROOH NGA DURASAFE ROLLER CARRIERS ATTACHED 10 END STILE V/ (3) 1/4, z 3/4' NEX READ SCREVS PER CARRIER SLIDE LOCK ENGAGES INTO VERTICAL TRACK ON ROTH SIDES 5/0' NU( ENFAGOIENT (SNAP LATCH, OR LOCK )AR OPTIONAL) ATTACH V/Cr 1/4• x 3/411EX HEAD SCREVS TYPICAL DURASAFE END HINGE w FLOOSIE s�EAL ( O BY INSTALLER) (7) 20 W CENTER STILES ATTACHED VEEN (2) TOG -L -LOC AT THE TOP ANP 1011014 MIL AND ADHESIVE TO INTERIOR FACE EO GA GILV. STEEL END STILE ATTACHED VITH O) TOG -L -UDC TO DOORS SKIN AND <2) TOG -L -LOC AT TNE TOP AND DOTTON MIL (1) 7/10' DIA. BOLT RETAINER PER ROLLER TWO (2) RCVS IF THREE (3) VENTS EQUALS 15 SO. INCHES 5/16' x 15/6' LAG CREW (0 PER JAM BRACKET (TOP) r TRIC r 16 W END CAP MOND 1® ANO DOTT(DI FIXTURE 24 OA HDI EXTERIOR SKIN MIMEO ON POLYESTER FINISH SIRE STIFIENERS (7) LOCATED IH HINGE HOLE(S) DN TOP SECTION ONLY HOLES FOR STRUT TTACHOENT OF STRUT IS KORRKO) 12 GA CONNEACW. OP MICK ATTACHED V/ (A 1/4' x 3/4• KK HEAD SCREVS ATTACHED VSE x 1/2' DOLT AND NUTS 0) R -TRUSS PER SECTION TYPICAL STILE STIFFENER NTS. EE (TAKE D ON PAIL 9 OR STRUT SPACING OPTIONAL VENT DETAIL, 3'ROCA ATTACIEDRw (2) 1/4' X 3/4' HEX IEA) STREWS AT CID AIM CENTER STILES CONT. STEEL RETAINER V/ SOTTON SEA. s (sPLTcn (TIROUGH> E C GA FLAG BRACKET ATTACKS TO WOOD V/ V/ CD 5/1( 6/ DIA K 1-5/B' LAG MTf TO TRACK V/ N) 1/4-20 x D TRACK SPLICE JOLTS A/• WTI 5 1/211 X IB GA 3' R-TRUKS) GA/. STEEL R -TRUSS ATTACHED V/ (4) 1/4' z 3/4• HEX HEAD SCREVS AT EACH END STILE AND 21 1/4' x 3/{' HEX HEAD SCREWS Al EACH CENTER STILE (2) 3' MEA. STRUTS ATTACHED V/ (2) 1/4' X 3/4' REX HEAD SCREVS AT END AND CENTER WILES CF(`T10N A -A (SIDE_ VIEWS NNBaDI1LT YF,VL48D m oinydyiligiMi dr Florida PITOIT(!C1'(2EV44GD DDDr1y6R• •� (•F FlRFW m0•4143 n"''" � 3.050 •OB P / By Miami Pnxi)ol UCEOCARON '- V' (4 T1/4----20 RACKS TTRACK THISSPLICE DOLTS k KITS SECURE 10 JAAM W111 (3) spr DIA x 1-5/B' 1A0 DOLTS ) 5/10' CA x 1-0/0' IAO DOLT ATTACHED TO .HND AT EA JANE MACKE 12 QA OALV. STEEL JAMS BRACKTS ATTACHED M/ (1) 1/4'-20 TARO( SAUCE DOLT k NOT SEE (TAKE 3) ON PAGE 3 FUR JAM )RACKET SPACING TRACK CONFIGURATION FOR 6'6' UP TO 14' TALI 000125 0 1/4-20 x 5/D'TRACK SPLICE DOLT AND NUT PER JAM BRACKET 51/2'X%16 GA TS' R -TRUSS) 2' CALM STEEL TRACE TRACK ROPINESS .OEs CON. VERTICAL JAI. 274 SOUTHERN 'MUM PRE (NO. 2 OR BIM) TRACK MOUNTING DFTAII 1LT.5 •.; 0:F�4GE :V1SSLE " :12F:A;C:C:REZISTANT BOTTOM )RACKET 13 GA. THICK ATTACKS �I �f 7/4' • • ]f �A�,SCREVS • • ••• • • • • • • • • • • • • • • • •• • • • •• • ••• � • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• REY 031P1211 TY ROOMS aut BY A AMMO( A 2)10 FEG 148 RS& 13)/011) 9(11 B UDTDAI&3110 I0/II/li DAG C STU At01A.l9Opt WARM RA MAX SRE LTSIII HAJAF 'fN 18' x 14' R J%%•.. ti. SNtt4,1 ,, i(. oEs1a1 LDAos -49.6 PSF `�.`�0'.. �6EN86, ... � , \40.3 PSF ��• .� � �d eht fI 00405 9 j �T .4 �< S YT; H�11•iF _X3 STATE OF <, 4.114y 1,1ROEA SSL¢'w ..“ �C Oq,pP,: *4, :8 RESISTANCE e �,„00.ONA�T..'ve 5� FL '„ TM CARRIAGE CORE MISTON-SALEw HC. 57105 w161NYM.CDM MODIL 060 NSRTTA06 (24 CIA) 1000. 2000 MODEL 666 OAK SUMMIT (24 OA) 1000. 2000 SHORT. LONG. FLUSH. AND OAK SUMMIT PANES VIE 8 MAW CJ 01E OI.AI/W 0¢03812 A/1/ DAIS WOE 5 6-16 IRC9'26 SIEEI 1 a 3 SPECIFICATIONS AND NOTE$ 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO INE 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: +366.4 LBS/FT & -394.4 IBS/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 (.0218) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 5 1/2" R -TRUSS PER SECTION & (2) 3' 200A STRUTS AT BOTTOM SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISIRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON HIS DRAWING IN ADDITION TO OTHER LOADINGS. B. THIS APPROVAL REGUYES THE MANUFACTURER TO DO 'TESTING OF ALL CORS USED TO FABRICATE ODOR PANELS UNDER THIS NOME OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO nits OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION PRODUCT MSVLSED PROOUCERP.VISED FACIURES. AND A NOTARIZED STATEMENT FROM THE Y4N•1I ��tonon& �B comi3ng AM the !kw* MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR AO0�00eNo A� � �' MINN, �/57/ a •0 DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE P-��• ' !/' �� V RT0�4NmUam !E B/ I,M•MPn•Oucl INTERIOR OF GARAGE —+• MAX. THOTH 18'0" + DESIGN LOADS +386.4 LBS/FT -394.4 LBS/FT 111111111111 SEE NOTE 2 AVAILABLE TRACK CONFIGURATIONS N.T.S. WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 6 VERTICBL—IANB_ATTAGffiNT ILI-XDOD ERAME STRUCTURE 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 12' 0.4 O 1/2' EMBEDMENT) HILT! MIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS MIEN 12' D.C. (1 1/4' EMBEDNENT) ITV/RAMSET REDHEAD (TRU-DOLT) 3/8' X 4• STARTING 6' EROM ENDS THEN 22' GC. (2 I/2' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACFDKNL ELHO LIN C-21 BLO MASON I/4' X 3' TITEN SCREVS STARTING 6' FR4D4 ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' OC. (1 I/2' EMBEDMENT) HILTI 1/4' X 2-3/4' 1011K -CON IH SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (1' APART) AT 8. OC. (1 1/4' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTAEHMENT TO GROUTED C-90 DI MK (2000 PSI GRniro HILTI SLEEVE AMICK 3/e' X 2-3/4' STARTING 6' FROM ENDS THEN 14' D.C. (1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOV C-90 BLOCK) ALAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. APREPARATION OF WOOD JAMBS BY OTHERS •• 11. ITRIBITUTIE ••• • • • • �•� �k WOOD STRUCTURE 1!..1: • ">.'e1 • • • -JI--u1 I/2' MIN 2-3/4' MRN I-1/2' TTP. 2X6 JAMB • • • • '4 • ••• -• • it • • • • t • • • • • • • • • • • • •• •• • • • •• ••• • • ••• • • PEY COOPER Q fE11916 DUE 8! A M11MNld 1) 2031 IDC ICER BS &MO ADD VIP SRT 6 WOW 10IE230 ID/Ilpl IRC C MfID SRN U COON VIM mVD{/I) RA MAX8SITE I' DESIGN LOADS 445.8 PSF -48.3 PSF LARGE MISSLE INPACT RESISTANCE 165 CAnthGC CDAT VINSTWgA1.Vl, HC. t/1311 VVVMIAWC61 MODEL 060 HERITAGE (24 OA) 1000, 2000 MODEL B65 OAK SUMMIT (24 CA) 1000, 2000 SHORT, LONG, BLOW, AND OAK SUMMIT PARRIS 9E 6 OU3N BY AU 0E09181 lAC MIC 03/9/03 DlB 61/14/0.7 MA= NAME RC -9516-169-26 DIT 2 V 3 ••• • • • • ••• • • • • • • • • • f • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1 TABLE 4 TABLE 2 DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION 53300 031400naltamLen � DOOR SECTION HEIGHTS HEIGHT CONFIGURATION) TOP veae (4) P.mryp4 iW ml N A Ml a"d M7 HEIGHT Btm #2 11 #4 #5 #6 #7 #8 ABCDEF G H I T w_00221 25.213 48403 71.70 01.22 4141..0 IV! 321.,. iM 2I'' 21,E 2�',; 2i". we Lena30.200 31003 9240 1616, x 4112.. r,1 ; 4:4114: 4.6411230 Ya3112"" 1 i ` 1.i%,_ " 1,a� D 1 �• i.70,1/4_r ,bo ow -loofa 01221 Nam 13'6" 21" 21" 21" 21" 21" 18" 18" 21" , 170 912,1 2612146812 72140 03.1ee +13673 7 4112 7 17 1/2 38112 59112' 761/2" izo 25111 71200000 wee 116258 4-'1:01 21 x'21` .-.21!"!'181- k18'1'181:1811, 21" 3 t `x.1/2:; " r Y " eine x'i'�s 16 �. r / :6 .41/2, xi7 10 1/ ,32.1{2. 6$,1/� _ 7-.7:7;19:;;-,". ;' :,r�rt:.. .,_.:82 1/2::: >lma 66x+ 119.123 12 6" 21 18 18 18 18 18' 18 21" 8 41/2" 7' 171/2" 351/2" 531/2" 71 1/2 881/2" 16<2 Lora 22161 50.131 73.306 60.016 Wow 12'4 6331 21125113611 a '.-1-; , 2:1/2; 1' 7 17:112 387172 591/2. 7.4-412'4 ..,�,v:...;;;.,z,:,:4.,7 ivp 4112'.` 74.0004 asse4 i291 zo. •x',12 c 21. ry21L ±21" n s1$; _217-.., ti8t6 .. t3 2• ,Y;e ySciL;; 12!7 Lac 23.166 6/.630 74100 00.116 1,902 21" 9' 41/2" 7" 141/2" 321/2" 501/2" 681/2" 861/2" 1001/2" 221'4 330 2.12549613 74024 91.+58 122.179 11 6" 21" 21" 181 18' 18' 21" 'NA 17;6 s621 x.la M. 76►"10 la2p«fS " ' �, 9'•; $, 4 1.a ,7 „ 17,1/2,', IVA 53 112','_ 711/2' '8911 ?�24 0 .t lira 1106 i/.2 17.0 Ina 27.140 61.00 75.100 03230 122.330, ..1. ., ., 11 188", L• .11 18" :1 8 ,1,R 18' . 21; •12;- 12:3 2231061.66) 50.563 76400 014380011011144°t0 .: 10' 41/2" 7" 171/2" 381/2" 591/2" 771/2" 951/2" 1121/2" 900 10'6' 21" 21" 21" 21" 21" 21" 178 taro 2.22062100 76.010 53.000 123303 �y/6 y A 10';6" 41/2".f,"T>L it 171/2 38:112 69-1127 80.1/?7 :1g7 1/2"_ -...._ ._ .;" k n 1=8;.12 ..1.....`: +2.8 sub 26615514+7 79502 120261 126025 144'.1 21,x.;"L1' 21'ri.,.1g. )18".,,21. 11 41/2 7 171/2 35112 531/2 1071/2 1241/2' 17,10 Rod 27.50052752 7030 101.752 Imam 711/2 891/2' 17,20 � 20.x0 61710 77.203 101020 04.300 9'6' 21 181 18 18 181 21" 01.16%::,":440.i' ;7' 4.7::,1'2 36.,112' S9 7d 1.12': r 130 : m. 1Y r 27.125 82663 7"20 ,1+071 ,x275 .;_ �II3� ;2951/2: 41131//".. _.,ixI. ,r.o 5,301 23.30051"02 70200 101000 120200 �ASS ,i1$;;;;.18`.0.$,.:"16'..1$Ni. 18 12 41/2' 7 171/2' 381/2 591/2 801/2 101 1/2" 1191/2 1361/2 1f0 Leipd.20264.0.d 811120-101:930-11:103tr0 12'¢_ti2t 4;,1(2,, 71 1/2` 1.w 9100 572350.313 2220am0 re 79001 04.:10 t.63w 1x"00 8 6 21' 21 21 18 21 _.__._. A77127Z 1T 112: .5112" 531/2'4' 1/2::89)1/ZY40.7,1/2,_ 425 142112 :2 oda 31206 65.,00 73.6100 700.000 ,00306 8 Z?'�- 1$1; 18'2` X18" 13' 41/2" 7 17 1/2" 381/2 591/2" 77 1/2" 951/2" 113 1/2" 131 1/2" 1481/2" 17,2 end 26125 67581 79000 104.446 '296'5 `• . :g '7-2 13:4 6621 2.80154400 60010 101300131.200 T6" 18' 18 18" 18" 18" �3.5"_ 4112,• �,7 :17.71/2, 38112 59112: 801/2 :101:1120 1191,m torfi "-1544(2'..'. 174 Leap 2e, 6..e10 110100 105.100130.203 „ . ., .. 120 Beed 28.125 54.311 30000 105.656 17,.373 ry 0"�`"L 21°: �4 ',G 2�'q; �q �•,. 14' 41/2" 7" 171/2" 381/2" 591/2" 801/2" 1011/2" 12.21/2" 1431/2" 160112" 12;8 8627 Need a74o5 e1. 2061 12. 7' I � :'L,` ,+ - lop ii oo ioaa:'o100a 111:30705' 6'8' 21" 181 18' 21" 7103.!0002 5526092062 17130 2.000 t 1 176 104 3+.20 36.626 02.000 107.375 172.730 13,0 Deed 29625632 82.010 ,61.161 134.7/5 'Irmo Sind 31.913 0/.163 02.030 114.713 134.448' 13)10 Lag 31:340 57.170 61030 101.611 114.630 it•o 011.000106 i 0.434 cies TABLE 3 sly iii 53.34 � OCAFPYk OF Jf 606 OAR � DOOR TRACK ATTACHMENT SPLICE iso 3062213010 30M14.0 +/1036363311x233766 14,2 664 32.764 6864 84.036 111.413 14261 A A747.0411020WFFG 1031128 APG3ICTFD 06/11/06 311 HEIGHT A B C D E F G H I JK LMN S 14.2 loop 33.345 51170 es.000 110630 116620 a 1A5131121M220 10/16/11 n0 d ... 7 32.12 5597 11�.71 115:: z6$P6.,, �0• 113L1 271..',81.:.§.;- .56 :64'30.• t ,,Jr .7'',;'1 y1. } y�i M7U st 1Uf':d2 712 8193 C /IIIDSRlfA2LfIDA•JaCID1 01/0/13 674 • . 1f 4 laa 34.140 30.170 86000 111.630 117.660 T 3 14 27' 38 46 56 68 T6 14.4 844,1 31.6216163 36030 113.186 ,40375 MAX SIZE g§ •'.aa 1713 61.21 2.716 3030 2.03/ ,14.013 141061 PRODUL4lif'tvi$60 14' ,itT1 51133 _ r1. `A3,j74 7r$ p4 3 ,�14, 27 38',4,0'''.3:86 68" 78` ; .4 wC !i, r2 ye, 820 S fr6 2610 1534133,74 7.5'.3:::::30 87.022 1,22701 10.66016'x combine � %%% SHE ib t•%IC AAIB /4 11 ice 12.12E 58.661 87000 114.415 1/1225 DESIGN 10005 1 y�.,` . 8 3 14 27 38 46 56 68 78 11.161 °Oi6�,2 07130 '1030'6 i09bN �N. 7 rs +45.8 PSF .`:: ,00Qia:�‘GEN43F.-:4 �'' 28'6 11 "38 x fis' x7,5:,..i.,-94:..„....,'-+ - .<06 ui.ue 162.:62 - W 49.3 PSF rp 1; 1./r . . l; t 3 . 4, 27 , , 46�. -56" 8 y: 6., 78-.13.86,,..2.;4 h:i ;.-7.4.,?......,,,:: c. • "c ,+f . 1' 6 p� 12.125 691,3 30010 ,00.616 141113- .:2k4, �� .. 04057^ '��E� 3101 01561 sL1e7 61x71 2+3.62 12.216 3rd � l 9' 3' 14" 27" 38" 46" 56'. 68" 78" 88" 100" ,44:1 11.40 lap 27.920 45"00 47370 59.010 110.700 212.100 251100 �' � 'f7 � �' 61* . " '�( 3 27 - •v 1 --: 106 W b ew 37.Ix 81083 33.060 1,6033 1= 441.115 In: Aois6 tf. 4' •118 3g ' ' - $ 6°:1+ 4• 14,", '380 746": -56' 68": 78' 88" 98_ ,;' -4' x �s 1;,' 246 sae 1163611.= 00/13 •'0 i Li. O Shy! / 10 3 14 27 38 46 56 68 78 88' 100 112 Is.O I 492040610 61.300 1+1.700+14.400166,00 1;' •^'n STATE OF 2W`il. :10:: 1561 3.4� 3000 4122 /9200 116161 w ,61ats Lu7c[ 30551E O Li -:41.0,41, = �11 27 46" 56 ::.--.:66.-'2 7Q 88_ ^ TT_; p") 118 ,42 sal x31312.033 0003. 70230 707.461 1? �� ce O R,p?_..,•\• �� 4'pJ a. Y , 1141 38 - Y - .." 2lQV'L 1..40 •1 ( ?< " "';4. Is•2 1610 030012620 31300 91"20 112.70013U20156.116 1'R(ri7ELCT IAEVISWI RESISTANCET 4 v `3 s/ • e ��• a 11 3 14 27 38 46 56 68 78 88 100 110 " 124 "76°"'1--6350 84323 93 000 113 67276 with the Reich `cy. d �� ;6' UNA1_ r6. e„ 162 864 28 24 y" "Ill"? • eine F L 22162626 7,,�� Y 1;711, 6" + •311 27...38' 146 -56 78:§,0:_:-.,2104.. 1104 -f4 t f:1,- t� 13:4 Lea 003 4 a441�50 t1.57sAS. II ,69426 c03e � , OH. 1174" t • .;"..0.8'..":i '720° �t "*7130 ,se eed" <� �Lr. , 40(3 12' 3 14" 27 38 46' 56" 68 78 8' 100 110 122" 136 ' • �t!�1I'. '°° `y.1TAfe & ' 203 9 i1"- • arr „12'6'rk .8., X14; . ��'-, ,3$r,, 48_x. ,56 ,, ;68.; ,78 ;-88.'^ 100" 1Q9" 122_"= 132. � ::d, tc142t•fit.... ��"e 3`°"P.e 1 .. 1 , .. y;�w . .. T :7_• 117.1: � 1 .1 � . ..-L n i P!o•kY 13' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100' 114" 122" 134" 148" 13.3 L"1. 26003 40100 71.300 11•000 116200 119400 162100 163 cu em& 00717 2117701404411. KG 81103 17lrvw461227001 14 8 ew 210ffi N017 77.009 94"00 101192 139.367 +62.076 930 O OA) 1000. 01000 13' B'. 3 ; 56 7 78� ';88 100;:109 q22; 164. 144 4_!'',x ie 40 61"8 x4314164 72012 15.000 113.38 MiStSma 1co. 2 1000 - .14 ,270'.:38 , .46 :6$'61 ,, WOO Lap mal 19,87 1202 95.300 1722 au ,40.513 1®.rW SAGE MODEL 360 OAKMODEL PLUSH, 14' 3" 14' 2T' 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" 15',0 /021 2428 Ism 7,229 ilio,• +74+1 141 us 1642 • • • SHORT, L.ONO, AN OAK SUMMIT PANELS 116" 6621 211436 41064 7i12 6.001 lion 2.3/e isite4 • • 91. LPAN 67 RI M1E 33/17257 MAU SMCR -CC" ura-`2•-erl �oo 713W ,1.702 41.400;est: • • •• •• IRC-9516-169-26 ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP NO.2 OR BETTER ONLY 140 8.4 147.04'4.7 72449 =1� o9P00 +(9yt u36y 16036 p o�07 AK ME asm/oi • • • • • • • • • • •••-s---- • •M • • NETT 1 Cr 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOA • : - • • -Ii • " r • TION DIVISION OTICE OF ACCEPT • CE OA CGI Windows & Doors 10100 NW 25th Street Miami, FL 33172 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy is , • ' is being issued under the applicable rules and regulations governing the use of . onsIruction materials. The documentation submitted has been reviewed and accepted by Mi4mi-Dade CgrtrttyI ER - Product Control Section to be used in Miami Dade County and other areas where'ajlolvdd by the.4 ,1thority . • Having Jurisdiction (AHJ). . • . .... This NOA shall not be valid after the expiration date stated below. The Miami-Dadet3 mity Product Control* Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade gdki Ny) reseirte.lhD right' • to have this product or material tested for quality assurance purposes. If this pronet'or matefral•fails to . perform in the accepted manner, the manufacturer will incur the expense of such ies19:and tjiewArditI may immediately revoke, modify, or suspend the use of such product or material withu th;r,jurisdictign. RER.• reserves the right to revoke this acceptance, if it is determined by Miami-Dade:Cott* Product control. • Section that this product or material fails to meet the requirements of the applicable building cods. This product is approved as described herein, and has been designed to comply witiethe Florida Baddmg• Code ' :. _ .. • ESCRIPTION: Series "Sentine1130" Aluminum Fixed Window -L.M.I. ... mg o. i - i lum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number- and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT 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. MIAMI•DADE COUNTY APPROVED NOA No. 15-0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 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 AIum 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 pei•M3e TAS•202-94 • 2) Large Missile Impact Test per FBC, TAS 201,-.9A •••• 3) Cyclic Wind Pressure Loading per FBC, TA•S x'-94 • • • • ••: along with marked -up drawings and installation diagram of a serts00 PNC..$xed • � window, to qualify DuPont "Butacite" PVB interlayer, Durasealp and Super Spacer®• insulating glass spacer, prepared by Certified Test Laboratories; "I t:Repoit Nq • • CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, IM.• • • • . 2, Test reports on: 1) Uniform Static Air Pressure Test, Loading perfBe TAS•2Q2f4 • • 2) Large Missile Impact Test per FBC, TAS 201-94 • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up' drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hunicane 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 NDA No.10-0510.13) Manuel ' e , P.E. Product Contraminer 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 analysis, complying with FBC-5'h Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE • • • • • •• • •• • •••• • • • 1. Miami -Dade Department of Regulatory and Economic ResoureePs'ER) "" •••••• • •••• • • •• • • •••• ••• •• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Delempurs f; g4 e Inc.• • for their "DuPont SentryGlas® Interlayer" dated 08/25/11, eftpifing on (Y1/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DcNamours & Co., Inc. • • for their "DuPont Butacite© PVB Interlayer" dated 04/11/13, exrtiring op•r2/1.1/16., • •• •, 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemhieal Company VIA) • • for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring MI 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, 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. E-2 Manuel Per '.E. Product Control Eer NOA No. 15-0. 3.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 Engr. JAVAD AMMO CML FU. PE 70592 CAN. 53.6• • ••• • • • • • • • • • •• • I ••c 6" MAX. FLANGE WIDTH D.L. OPG. 16" MAX. HEAD/SILL CORNERS S/OF O O e SHORTER SIDES d oL '6' J z o Ou it _ = __J ----r------r. II ,r I II AI -_-41- d I I I I I u ,. ,, % I I I I It� 0 _ It II - n u u n n II II I II T II U I I I i - I I I I I FLANGE & FLANGE ADAPTOR FRAME m m 48" BUCK WIDTH D.L. OPG. -LL- FALSE MUNUNS (SURFACE APPUED) OPTIONAL 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—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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. 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. 1 6" MAX. SHORTER SIDES EQUAL LEG FRAME 3 e rn gt2 JN 6" MAX. HEAD/SILL CORNERS O a a 49" FLANGE WIDTH D.L OPG. - /q" Cpm S/OF O d I TI iF-- . I 1 1 I I 1 L 11 - r rc - ,. II ,, II I i% II ____JL '% 1L____ r 1r---- II I I I _ 11 it ---ter 1r--= I I I I I I t6" MAX. SHORTER SIDES mE U m TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 96" BUCK HEIGHT D.L. OPG. J II u u n n II ii%� II n ii Dpi ii n ii u 6" MAX. CORNERS r WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W. WIDTH r- • • I J • 9 •• • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT: SHUTTERS ARE NOT REQUIRED. • • ••• • • • k.WINDOW WIDTH I I I I I I 17" MAX. STRAIGHT SIDES DAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT — 3.00" D.L.O. WIDTH = BUCK WIDTH — 3.00" • • • •• • • • • • • • • • ••• • • • • • • • • •• L ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOV• E,pIMILA: •CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 2m5 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • • (13�U pW g O re a 0 <gr olwg Ott Qp O4;a o iLLzViJ stlq LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED es complying with tiro Florida Building Code /S- p41 Acccptence No a•..ration Dote 'T7/1 y 2.D Munni a ode Product Control. vi. 3 Z 9 d �i CC CC Ow O 3 to h r%) O .M M D3 ZZ� p vl 05 - 0 p U a 0 3 o. FAX. (305) 593-6592 o R R Q o 89%52 a c 0 0 9 a h m c i R 0 Y .F drawing no. W10-02 sheet 1 of 6 t 6 MAX. HEAD/SILL CORNERS 48' BUCK WIDTH D.L. OPG r 16' MAX. STRAIGHT SIDES rn I --4 n h 4-- I TS• II II 1 I 11 I _it.. 1 { u u 1 It - u u II II ./ Y/ II II // II ==-J-ter Y ii---- u II �L II II II II II ' /I/ II III II II ---iJI --Tr II II -il---= LLr it I I II II I I I I I =111- I I I I I -�L-- I I FALSE MUNTINS (SURFACE APPUED) OPTIONAL 48' I16• MAX. STRAIGHT SIDES m 6' MAX. HEAD/SILL CORNERS FIN FRAMES 413. BUCK WIDTH D.L. OPG. TYPICAL ELEVATIONS _--1f- 41- I I p 16' MAX. STRAIGHT SIDES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES • 0 000 • • • • • • • • • • • • • • • • •• 000 •• • • • •• • •0• 0410 • • • • • •• •• •• •• • • • • • • • • • • • • • •.. .. • 0.• • • •.• Engn JAVAD AHMAD CML Flt PE/ 70592 C.ASI. 5311 • • 815 PRODUCT REVISED na complying with Dm Florida Building Code {{,� Acceptance No •L7J Ea ,onion Dale By . Miran de Product Co (44"1" p W o g ce g OG a v o 0 [10 pa<g ZuiZ;3 6f N J FIXED WINDOW Ow o� 8 N� 3. NM� O to M of w tk7f Z Z 0 � n 3 0 U,—.p i 7 FAX. (305) 593-6592 a 0 c u J 7 6 .t n 0 S L drawing no. W10-02 S K o` ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • sheet Mat 6 ) BUCK WIDTH D.L. OPG. TS• Stre D 11 I HI- { II II II II I II I I 1 u 1 L It u /. // 11 /I/ II III ____fiJLr ---- '� 1L____ �r---- ii it II II II II II II -I jr4 I I I I I I I I I I I16• MAX. STRAIGHT SIDES m 6' MAX. HEAD/SILL CORNERS FIN FRAMES 413. BUCK WIDTH D.L. OPG. TYPICAL ELEVATIONS _--1f- 41- I I p 16' MAX. STRAIGHT SIDES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES • 0 000 • • • • • • • • • • • • • • • • •• 000 •• • • • •• • •0• 0410 • • • • • •• •• •• •• • • • • • • • • • • • • • •.. .. • 0.• • • •.• Engn JAVAD AHMAD CML Flt PE/ 70592 C.ASI. 5311 • • 815 PRODUCT REVISED na complying with Dm Florida Building Code {{,� Acceptance No •L7J Ea ,onion Dale By . Miran de Product Co (44"1" p W o g ce g OG a v o 0 [10 pa<g ZuiZ;3 6f N J FIXED WINDOW Ow o� 8 N� 3. NM� O to M of w tk7f Z Z 0 � n 3 0 U,—.p i 7 FAX. (305) 593-6592 a 0 c u J 7 6 .t n 0 S L drawing no. W10-02 S K o` ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • sheet Mat 6 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - pSFDESIGN LOAD CAPACITY - PSP [ \ FLANGE DIMS. BUCK DIMS. CLASS TYPES 'C'&'CI' GLASS TYPES 'D'k'D1' FLANGE DIMS. CK BUDIMS. CLASS TYPES 'C'A•.'C1' GLASS TYPES 'D'k'D1' W �V U WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH (N') LENGTH (L) WIDTH (W) LENGTH (L) EAR.(+) 1NT.(-) DCT.(+) 1141'4-)1141'4-)�i p o 24 23" 80.0 80.0 80.0 80.0 24' 23' B0,0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 30" 29' 80'0 80.0 80.0 80.0 L J 36- 35' 80.0 80.0 80.0 80.0 38" 114' 35' 113' 73,0 73.0 80.0 80.0 42' 80.0 80.0 80.0 80.0 j p al 36-41" 35' 41' 40' 61.4 81.4 80.0 80.0 i 48' 47' 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 Q. U 54' S3" 80.0 80.0 80.0 80.0 30' 29• 80.0 80.0 80.0 80.0 3 �'i% .1 60" 59" 80.0 80.0 80.0 80.0 38' 120' 35' 119• 72.4 72.4 80.0 80.0 I0 C .�1�1i7 I‘81' 60' 80.0 80.0 80.0 80.0 39' 38" 85.9 65.9 80.0 80.0 l \ d � M 24' 23" 80,0 80.0 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 NOTE' 0 M < O 3O' 29" 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED Q °3 �O 38' 35' 80.0 80.0 80.0 80.0 38' 721' 35" 120' 72.3 72.3 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.; 42' �. 41" 47, 70.2 70.2 80.0 80.0 39" 38' 65.8 BS.B 80.0 80.0 1n 1h 48' 47' 61.3 81.3 80.0 80.0 yy 2 1✓ l 54' 53- 81.3 61.3 80.0 80.0 )f' Tom. BUCK DIMS it7 �_ Q rI 60' 59- 81.3 81.3 80.0 80.0 •a i 61'60' 81.3 81.3 80.0 B0.0 DESIGN LOAD CAPACITY - PSR Y =* f 24' 23' 80.0 80.0 80.0 80.0 FIANCE DIMS.BUCK DIMS. GLASS TYPES 'C'lete GLASS TYPES 'D'k'D1' 30' 29• 80.0 80.0 80.0 80.0 WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) FLANGE FRAMEco 36' 35' 80.0 80.0 80.0 80.0 19-1/B' 18-1/8' 80.0 80.0 80.0 80.0 _ ,", v 42' 80' 41" 59, 70.2 70.2 80.0 80.0 26-1/2' 25-1/2- 80,0 80.0 80.0 80.0 FLANGE DIMS 1 ii 48' 47' 61.3 61.3 80.0 80.0 37' 36' 80.0 80.0 80,0 80.0 S 54' 53' 54.3 84.3 725 72.5 48' 47' 25, BOA 80.0 80,0 80.0 I. I BUCK DIMS I 3 EC fi tj ? 60- 59' 48.8 48.8 65.1 65.1 53-1 0" 52-1/8' 80.0 80,0 80.0 80.0 8 Q Q 81- 80' 48.8 48.8 85.1 85.1 61' ' 80" 80.0, 80.0 80.0 80.0 F�F '� 24• 23' 80.0 80,0 80.0 80.0 19-1 8' 18-1/8" 80.0 80.0 80.0 80.0 j N 30' 29• 80.0 80.0 80.0 80.0 26-1/2" 25-1/2" 80.0 � EGUAL LEG FRAME N 38' 35' 80.0 80.0 80.0 80.0 37" 36' 80,0 80.0 80.0 80.0 00.0 80.0 80.0 � 3 M u 42' 72, 41' 71, 70.2 70.2 80.0 80.0 48' 38-3/8" 47" 37-3/8- 77.1 77.1 80.0 80.0 Gj O M n ug 48' 47' 61.3 81.3 80.0 80.0 53-1/B• 52-1/8' BUCK DIMS Z 54' 53' 543 54.3 72.5 72.5 61 • 60" 77.1 77.1 77.1 77.1 80.0 80.0 80.0 80.0 I L•� I �Ej �i _I 3 O O 60' 59' 48.8 48.8 65.7 65.1 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0 N o 81' 80' 48.0 48.0 84.0 84,0 28-1/2' 25-1/2' 80.0 80.0 80.0 80.0 �� . U 24' 23" 80.0 BO.0 80.0 80.0 37" 36' 80.0 L FIN FRAME < I 30' 29' 80.0 80.0 80.0 00.0 48" 50-5/8' 47- 61,3 80.0 81.3 80.0 80.0 80.0 80.0 36' 35' 78,2 78.2 80.0 80.0 53-1/8' 52-1/8' 49-5/8' 58.0 58.0 77.4 77.4 BUCK DIMS 42" �" 41' B3, 70.0 70.0 80.0 80.0 61' 60' 58.0 58.0 77.4 77.4 to 48' 47" 81.3 81.3 80.0 80.0 75-1/4' 74-1/4' 58.0 58.0 77.4 77.4 q 54' 53' 54.3 54.3 72.5 72.5 93-3/4' 92-3/4' 58.0 58.0 78.5 76.5 _ - FLANGE .1T;94 56' 55' 52.4 52.4 69.8 69.8 19-1/8' 18-1/8' 80.0 80.0 80,0 80.0 ADAPTOR FRAME 'MeV 24" 23• 80.0 80.0 110.0 80.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 ` a 3 g 30' 29• 80,0 80.0 80.0 880 37" 80,0 80.0 80.0 80.0 FLANGE DIMS v 3 z i i JB`97" 35' 96- 7b.6 75.8 80.0 80.0 48' 63'36" 47" 82, 61.3 61.3 80.0 80.0 T n 42' 41' 66.2 65.2 110.0 80.0 53-1/8" 52-1/8' 55.3 55.3 73.7 73. 2 = ^ 48' 47' 60.6 60.6 80.0 60.0 61' 60• 48.0 48.0 • s4.o• • • • 64.0 • D • •"' • • • • • 4GLASS•CAVACAIES ON THIS SHEET ARE • 4)=;c O ry o 49' 48' 59.8 59.8 80.0 80.0 75-I/4" 74-1/4' 46.5 46.5 81.9• 61.9 • BA/ED•OhP A94 •E1900-09 SEC. m a g a g 3 24- 23" 80.0 80.0 80.0 80.0 19-1/8" 18-1/B" • • (3 GUSTS) ;Ai F:01DA:t�LDIN� woo . W . 80.0 80.0 80.D • 80.0• •COMMISSION 30' 29" 80.0 80.0 60.0 BOA 26-1/2' 25-1/2• 80.0 BD.0 me • Bob• • Di LARAT RY•STgTE116NT DCA05-DEC-219 `-"-' 38' 102' 35" 101' 74.8 74.8 80.0 80.0 37" 76" 36' 75' 7&9 78.9 80.0 80.0 non MAD AHMAD PRODUCI'REVISED ii 42' 41' 85.7 65.7 80.0 80.0 48' 47' 61.3 813 80.0 80.0 CML 48' 45' 593 59.3 80.0 80.0 53-1/8- 52-1/8' 55.3 55.3 73.74 We FLA. PE 70592 CA- *Vs RS PIY�H with the Florida Building Code � 24' 23• 80.0 80.0 80.0 80.0 61' 60' 48.0 • 64.0• • y4.0 • • • • • •• •• • • • •48.0 n�7A�1�� Acceptance No '041 •.0 .g .'' �• 30' 29' 80.0 80.0 80.0 80.0 • • • • • • • Ex raNim Date 7TIN . " e v b 36' 100' 35' 107' 73.8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS • • • • • • .11a? DY �I /i , . % / r 1 drawing 42" 41" 62.4 624 00.0 80.0W10-02 1 do 1.1 • • • ••• • • • • r 015 Min. aode Product Cenlrol 9 no. 44- 43' 59.1 59.1 80.0 80.0 sheet 2 Of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 075" Interlayer Sattex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass OR Eastman Chemical Co.' 090" Interlayer DuPont SentryGlue BR 'E.I. DuPont De Nemours & Co., Inc.' O 090' Interlayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON CITES WIDER THAN 36" ` GLASS TYPE 'C' 7/18' OVERALL LAM. GLASS M.I. & S.M.I.) 3/16' HEAT STREN'D GLASS 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090' Interlayer Sanas Clear And Color Glass 'Eastman Chemical Co.' OR 090' Interlayer DuPont SentryGras By 'E.I. DuPont De Nemours & Co., Inc.' OR .090' Interloyer DuPont Butacite PVB By 'El. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 PORTS ON WES WIDER THAN 38' GLASS TYPE 'D' 7/18" OVERALL WA. GLASS 3/8" NR SPACE 3/18' HEAT STREN'D GLASS 3/16" ANN. GLASS 075" Interlayer Saflex CP With PET Core 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Class 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' OR 090" Interlayer 3/16" HEAT STREN'D GLASS DuPont Butacite PVB By 'E.1. DuPont De Nemours & Co., Inc.' 3/8" NR SPACE 3/16' HEAT STREN'D GLASS SIUCONE I11k GE 1200 'DOW CORNING 899 ® DOW CORNING 995 r, XL EDGE SPACER Ctl ST. STEEL BY 'CARDINAL' OR �ORRASEAL BY 'OUANEX' SUPER SPACER BY 'QUANEX' ® AT 1/4 PO NTS ALL SIZES O W GLASS TYPE 'C1' 1" OVERALL INSUL IAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C1' & 'Dl' MUST BE TEMPERED. (L.M.I. ONLY) 3/16' HEAT STREN'D GLASS 075" Interloyer Saflex CP With PET Core BR'Eastman Chemlcal Co.' O .090" Interlayer Soflex Clear And Color Glass 'Eastman Chemical Co.' OR .090' Interloyer DuPont SentryGlae By 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interlayer DuPont Butocite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 •• ••• XL EDGE SPACER • ST. STEEL Ef•',ARDINALit • OR DURASEAL BY•4LINEV'•• OR SUPER SPACER BY 'QUANEX' AT 1/4 PO NIS ALL SIZES GLASS TYPE 'Dl' 1" OVERALL INSUL LAM. GLASS • • DI • • qP •• • SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 SIUCONE GE 1200 COR ING•899 • • iiOR.ING•99; • • • • • •OPTIONAL GLAZING DETAIL •• • • • ••&ASS TYPES 'Cl' de 'Dl' • ••• ••• • • • • • • • • • • • • • • • • •• •• • ••• • • ••• Engr. JAVAD MIMI) CML FLA. P!' 70592 �.AN. • • • MAY PRODUCT REVISED as complying with the Viol Building Code /�'� .O Acccptwce No Ex. intim, Date ' %�ari4/ !I Miwn Inde Pro.acl Cam �yrcU ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rs 0 3 N 2 3 0 z 3 B d i3 a N M 0 <n cc u O0 00 • �N o VI uT N 23 'sq.; at Oto M g ZZ� off.. UTD�A r 7 h 0 v a A v C d g u to 8 ,i .J drawing no. W10-02 sheet 3 of 6 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYPICA D DIEAN CONCRETE AT HEAD, SILL OR re TYPICAL INSTALLATION DETAILS INTO CONCRETE AND JAMBS = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rm PSI L� U o ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. = 2000 MIN. R. o INTO METAL STRUCTURE = 3/4" MIN. INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE TYPICAL ANCHORS INSTALLATION DETAILS DIRECTLY PITO CONCRETE FLANGE 1/a INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS W;3 q g !� Fii 0e c J s U SEE ELEV. MAx. FLANGE 2BY WOOD BUCK FOR SPACING OR SHIMS V q N il 0 © © ,I I ,I ® ., —I�� WOOD STRUCTUR �,- 7S 3 s TYPICAL ANCHORS SEE ELEV. FOR SPACING a ° :v ® METAL STRUCTURE TYPICAL ANCHORS SEE M C & M gy o a a 0 ep Q dJ t� — a o[t K l�lt u� �m�-� ® m O .-� FOR SPACING SPACING Q 3 g N i ® = s�� E�:"!Ld ° I_I a F W �n�c�--.'I . ___ J �—V' f>L. L— ' 1_1/4•'--=n— rs ��Y= : ® - IN.. ° .� Fin ^ • .. 'TYPICAL .— OM WOOD P. MYCHORS 'v SEE ELEV. 1BY FOR SPACING BUCK ® ,I I ® ' ® © _g �^ g ii m . z !n 13 EQUAL LEG EQUAL LEG 1/4' MAX. .• EQUAL LEG ® tx g E in `� a.° EQUAL LEG CrN O B 1 OR WOOD BUCK _ s ® METAL " �y N M I A l WOOD STRUCTURE 01 STRUCTURE d QQ 3 �7 ®,� ® Fl ®1 /1 4 H a, iii=' �]�■� FIR �, TYPICAL ANCHORS SEE ELEV. FOR SPACING E Ol Z_ Z oo 5 �n !Irgilirtgalm ® _ —'1` \ • I I� _— ,N�. � ' U ® WNW 1l� t � *4 �� i jj; { ��J.-". 11-11111 y r,� l'°J• �I►` ® �I L ® TYPICAL ANCHORS c � RUM �1 st �I . . �I SEE ELEV. FOR SPACING '° �='�� M . Co WOOD " P "v •" 1BY BUCK v �. TYPICAL ARlCHORS SEE L7LV.` FOR SPACING © , I ® TYPICAL ANCHORS3 SEE ELEV. FOR SPACING © :. rn 11 m 1322%2 N w o C 8 0 T a C � : 2 2 • • • • •:Wcto:3uvc§•AND IITAL STRUCTURE NOT BY CGI WDW. n 0 v°. P. 6 3 TYPICAL ANCHORS: sEE ELEV. FOR sPADINc• j114 SMS OR SELF DRILLING SCREWS (GRADE 2 Gas) • •MUSi 4U91TAIli LOAD% IMDOSED BY GLAZING SYSTEM E2... 4 '17W' INTO METAL STRUCTURES • �AN1b 1=2AN:FE: T?IEIM: TO ?f1li BUILDING STRUCTURE. 1/4" DIA. TAPCON BY (Fu=120 KSI, Fy=92 KSI) • • • • • • • • • • • • 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fr -155 KSI) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1 2" MIN. PENETRATION INTO WOOD (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) / • • • • • • • • E"9 VVAD W cML FIA. PE 70592 i•AN• gi• '� PRODUCT' REVISED aecanPlYingwlth hoFlaide Building Code Acceptance No 15' �) O 11 K ! 'S•` THRU 1 B BUCKS INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • • • • • 1-1/4•' MIN. EMBED INTO CONC. OR MASONRY • • e CudrelionDate :94/4/ '0 • • • INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = y!0") • • • • • • • DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) • • • • • • • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • • • MAY t 2011, / By r//.ir,. Miwnl ado Pro uct C atcal I drawing no. W10-02 sheet 4 of 6 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TYPICAL INSTALLATION DETAILS U0 `'' N ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW sit o INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS N o. N � N da � J a. 0 " TYPICAL ANCHORS SEE 1/4` MAX. FLANGE ADAPTOR Ix R� a V '� M " ® ELEV. 28Y WOOD BUCK FOR SPACING OR WOOD STRUCTURE SHIMS TYPICAL ANCHORS METAL STRUCRIRE Q' M 0 a 11�i..1 Q g � � OD � B3 �__Tills ® A3 FOR SPACING TYPICAL ANCHORS SEE ELEV.(L T 4rv'® Q w N _ o �I`' l L —( �i.a�® ilial� Y I�,.��,��,FOR SPACING J D (ryT 7 �J a�C© �I�� C3 W M � rill 0 fIIIIIIII<lilIl 'r7�1 ;-JQ mIINIIMUill • ( '1 ©r ��7rrN c ; ,I — �t�_ __ Lki—glii ws r IIr�IIIf�F en I .TYPICAL I 'i �` (�'i�f WOOD p � 1BY BUCK MPCHORS • SEE ELEV. - FOR SPACING © ,I i! ® iiIy. ® ® is \ = S z a '� N of O p 2 3/S` MIN. 1/4. , BUCK HEIGHT 1/4` MAX. pImo - G 4 GAP GM m 43 " o n 1-�``` WOOD STRUCTURE NOT BY CGI 1/2` MIN. 1/2' MIN. '? to �� 'qn p NM ns t 2 3/8` MIN. `� E2 C2 Til ns Z Z { g �=i FIN FRAME �' ® s v) g � BAcxeeO CAULKINCs rA $ G Q `\ ., TYPICAL ANCHORS: SEE Ebro. FOR SPACING I (V)" 8 O o \ 11♦6 SM$ (GRADE 2 CRS) -• a WHEN USED THE MIN. WOOD INTO 2BY WOOD BUCKS OR WOOD STRUCTURES _ 1-1/4" MIN. PENETRATION INTO WOOD= BUCK DEPTH SHALL BE 256".Le THE USE OF DEEPER OR ® `o " * 4 > " R A BEVELED WOODBUCKS ISLi PERMITTED. NOTWRAP ®SBY NOT e EXTERIOR 1 2 0 E A 119959 BUCK WIDTH BUCK WIDTH T I F r .t'1 MIAMI-DADE COUNTY I MIAMI-DADE COUNTY OPPRO�, APPROVED MULLION j MULLION k MULLIOA ANCHORS • • • • • • • n o o _- 4 d a d - n A d $ 3 in I I 11 iii do MULLION ANCHORS I SEE SEPARATE NOIR SEE SEPARATE NOA I • • • • • • •• a � im gr.�,1 i � • 4—•• ••1 • • • • • • •• • •• • •• :--•, . _ •o �f--.s 1 j �CMLPRODUCT JJ En9r: JAVAD AHMAD REVISEDttI d I�LLTL M. PE 7�0e592 m complying with the I��I F chide Bulldiug Ludo o Will • • • • t • i • • • • • • • • • Acceptance Nol �D41 .0� pap L __J • • TYPHORS • • LACING • h 'nation Dale -imp', , ,rap $ t M $ 1 • SEE • • • • FOR • • • ♦ • • • p,a x , sus. i A 0t5 8Y L�/.,... r�l�J, Ml - Don adc Product • 1 drawing no. t W10-02 (sheet 5 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 2.505 FLANGE FRAME E2 FLUSH FRAME/FIN FRAME .875 r_ .995 .05° .975 1.184 E3 GLAZING BEAD (LAM. GLASS) Ea GLAZING BEAD (LAM. INSUL. GLASS) 1,000 II _c.125 11.500 ILII I ----r M4 GLAZING ANGLE (LAM. INSUL. GLASS) 1.130-1—.065 1.550 L —ti -1.7 .050 1 NAIL FIN ADAPTER 1.680 1.450 r r .550-I .050 0 FLANGE ADAPTOR .180 .05 1.395 L .085 .160 Ms FLUSH FRAME COVER 1.119 .050r .291 1.081 SCREW COVER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARXS E1 CGI -118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI -119 4/ WOW. FLUSH FRAME/FIN FRAME 8063-16 - E3 CGI -121 4/ WOW. GLAZING BEAD (LAM. GLASS) 6063-76 - E4 CCI -123 4/ WOW. GLAZING BEAD (tAM. INSUL. GLASS) 6063-76 - E5 CGI -110 4/ WDW. NAIL FIN ADAPTOR 6083-76 - E8 CGI -109 4/ WDW. FRONT FLANGE ADAPTOR 8083-76 - M1 CCI -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 PJC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 8063-75 - M5 - 2/ UTE SETTING BLOCKS EPDM DUROMETER 8515 SHORE A S2 /10 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST - CIRCULAR WINDOWS • WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • •• •• • ••• • • •ar• Engr: JAVAD AHMAD CML FSA. PE # 70592 irk" VII• • • • • v • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 10 - nation Data if AWL, Mian aado Product Condi) ,020 ro w a N cdN O OG a 0= LL 00 •grr 3P" O N iW110 s vi J 3 z d n U 0 0 3 io V O s g C n s b ii drawing not. W10-02 10-02 sheet 6 of 6 e PICRIC/A CSPARTNICTt; OF Business & Professional Regulation oePP. HOME ARGOT OSFR DERR DIVISIONS CONTACT OBPR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search ► OFFICE OF THE SECRETARY Product Approval USER: Public User Product Approval Menu > Product or Application Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer on List > Application- FL16708-R6 Revision 2014 Approved it JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbc1@jeld-wen.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Jason Kantola fbcl@jeld-wen.com • • • • • •• • • • • •••• • • ••• • • • • •••• • • • • • • • • • •••• •• •• • • • • •• •• • JELD-WEN Corporate Customer Servi4 ' • • • • • • •• 3737 Lakeport Blvd. • • . • • Klamath Falls, OR 97601 • • • • (800) 535-3936 • • • • • • customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE -73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden © Validation Checklist - Hardcopy Received Certificate of Independence FL16708 R6 COI COI JW SS 2015-04-27.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 02/14/2017 02/14/2017 02/18/2017 04/04/2017 06/30/2017 L'F�#�� Model, Number or Name Description 16708.1 A Design Pro / Smooth Pro / Studio Fiberglass Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of a A d for use in HV : Yes V : Yes Installation Instructions FL16708 R6 II A010871A X, OPO SS 2017-02-09.pdf Approved for use outsid Impact Resistant: Yes Design Pressure: N/A Other: Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports • • FL16708 R6 AE PER466,i X OPO SS 20;7-Oi•t79.pdf Created by Independent ihird•Paety: Yes • •• • •••• • • • • 16708.2 B Design Pro / Smooth Pro Fiberglass Single (X) Impact Glazed 6o8br:36 a x 6-8 ana VO x 8-0 Inswing and Outswing • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: •••• • • • • Installation Instructions FL16708 R6 II A010872AV,'AZ SS 201%tOfr'I6.odf • • Verified By: Hermes F. NMI)?19.:. 7377: • Created by Independent ihird•Foarty: Yes. • Evaluation Reports • • FL16708 R6 AE PER443: X OLZ•SS 2016-08-26.pdf • Created by Independent Third Party: Yes • • • • • • • 16708.3 C Design Pro / Smooth Pro / Studio Fiberglass Double (XX) Impact Opaque boor 6-0 x I• and t-0 x 8'-0 t Inswing and Outswing • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R6 II A010873A XX, OPO SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R6 AE PER4664 XX OPO SS 2017-02-09.pdf Created by Independent Third Parry: Yes 16708.4 D Design Pro / Smooth Pro Fiberglass Double (XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R6 II A010874A XX, GLZ SS 2016-08-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R6 AE PER4440 XX GLZ SS 2016-08-26.pdf Created by Independent Third Party: Yes 16708.5 E Design Pro / Smooth Pro / Studio Fiberglass Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R6 II A010875A OXO, OX OPO SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R6 AE PER4665 OXO OPO SS 2017-02-09.pdf Created by Independent Third Parry: Yes 16708.6 F Design Pro / Smooth Pro Fiberglass Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R6 II A010876A OXO, OX GLZ SS 2016-08-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R6 AE PER4442 OXO GLZ SS 2016-08-26.pdf Created by Independent Third Party: Yes I JED-W;.LoT DESIGN PRO / SMOOTH PRO / STUDIO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. 6 -PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE: AFC° H-097 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH +OH HEIGHT IS 21.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES 6 A WOOD SUBSTRATES 7 A CONCRETE SUBSTRATES 8 A COMPONENTS & BILL OF MATERIALS 37 1/2" MAX. O.A. WIDTH • • • • HINGE LOCATION 4©v0r©tel:ki k 417117‘1741,117 WV/ TYP. ELEVATION 2 1 Ira-DOORHEIDER NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• CQNFOYRATION • • • • MAX. OVERALL NOMINAL SIZE DESIGN PRESSURE (PSF) MISSILE IMPACT RATING • • • VNOTH• • • • PIEIGHT •INSIANNIG• • • • OUTSWING • POP. NEG. NEG. • • • 4, • • 611s0" • • • V-8' • • • 651 • iT• 65• 65 LMI & SMI + • X 3'-0" • • 98'-0" 50• 50 SO* 50 LMI & SMI 'SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. PREPARED BY: /\ BUILDING DROPS, INC. 391 E. DANA BEACH BLVD., STE. 338 DANA BEACH, FL 33001 PH: 195613998138 FAx:1956p64.038 WEB: www.6ugdi ngdrnprmm 0 ` t/) Z IW— po NZ o �C4 O a to W p ¢ Z Z OLij C3- wZ —1Q ).7 J N O UCC dN r w c4 a REMARKS 136/23/1.4 DATE Add AM sill, Multi -Point Lock Ha DOCUMENT WINE PBC:MTV w W DAOP;INC DFP AND SHALL NOT BE Rma° IN WHOLE W MR WITHOUT WARM CONSENT Of BOWING DROPS, ADUMLNG TION% AMMONS, HIGHOGNTDIG. ON OMR BINDINGS TO MBF I5 DOCIAAENT ANOT PERMITTED AND INVAUDATEGwnRnFINTION. )igitally signed by Hennes F. Norero, P.E. Reason: I am approving this document )ate: 2017.02.09 15:24:09 -05'00' DATE: 02.055,14 DGL TJWG. Y: M CHK. Y: SSrMSS SCALE: NTS DWG. u: A010871A SHEET: OF8 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 04,48 • • • 00• • • i INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU -UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE 6'8" DOORS 8'0" DOORS ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN. EDGE DISTANCE MAX. O.C. MAX. O.C. SPACING AT SPACING AT JAMBS JAMBS WOOD SCREW 810 2X WOOD BUCK OR FRAMING 1-1J2" 3/4" 17-1/2" 17-1/4" ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8" " -- LONG.CMU 1-1/4 1" 17-1/2" 17-1/4" ITW TAPCON 3/16" CONCRETE/CMU 14/4" 1" 10° 14-3/8" DETAIL B2 TVP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION 2- A9 X 2 1/2" PFH PFH SCREWS - BOTTOM SHOOT BOLT PLATE HOPPE *2098911 DETAIL D2 TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION (RH PLATE SHOWN) 2- 49 X 2 1/2" PFH SCREWS GSILL SECTION VIEW ® HEAD SECTION VIEW INSWING SHOWN°SUMMING SIMILAR INSWING SHOWN OUTSWING SMEAR SEE DETAIL B2 SEE DETAIL 132 37 1/2" MAX. O.A. WIDTH " TYP. C2 t° r x to to �I;E= N W O of m Z Q N 0 0 F. E SEE ANCHOR T A2 A2 TTYP. ANCHOR LAYOUT M-17` DOOR HEIGHT SEE ANCHOR TABL NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• • • ••• •• • • • • • • • • • • • • • • • •• •• • • • •• ••• • • •••• • PREPARED BY: /\ BUILDING DROPS, INC. 3911 E. DANIA BEADS BLVD.. SIE. 3311 DANIA BEACH, F1.33034 PH: 1954099-SA7B FAX: (954)744.4738 WEB: www.BuBdiRBdropb.com TYPICAL ANCHOR LAYOUTS AND NOTES BY DATE GL 6/23/14 loisDOCUMENTNOT EMVR°pODUCED IN WHOLE RAR DIL WITHOUT WRITTEN CONSENT OF BUILD NG DROPS, INC. ALTERATIONS, AODOIONS. HIGHUGHT NG. OR OTHER MARKINGS TO hrtS DOCUMENT ARE NOT PERMITTED AND `!``^j�4YFITi'�')'�" �‘� \st*.g F. 0 �4 r. * P REMARKS Add ADA sill, Multi -Point Lock DATE: 02.05.14 DWG. Y: 61 TJ M CSSHK. V: MSS SCALE: NTS DWG. a: A010871A SHEET: OF8 2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 0 z 41/2" TYP. 41/2" TYP. 11/2" OFFSET �. �I ��11 TTYP. ANCHOR LAYOUT PTIONAL MUCK IN CONCRETENNASONW 11/4" MIN. EMBED TYP. LLI mom LU SEE TABLE 2X WOOD BUCK EE TABLE BELOW z 2X WOOD BUCK INSTALL. ANCHOR PER BUCK ANCHOR TABLE ©2X WOOD BUCK INSTALL. ®2X WOOD BUCK INSTALL. aroma SECTION SOF VIEW NOTES: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. SL230 SL130, LEFT SL130, RIGHT SL220,LEFT SL230, 8'0" SL220, RIGHT SL300, LEFT SL300, RIGHT QUALIFIED SKIN PATTERNS .250±.010 092+.0105 -.00 l .030±.010 ®TYP. GROOVE DIMENSIONS SL130, 8'0" SL600 2X BUCK ANCHOR TABLE ANCHOR TYPE ASC EOR • • SUBSTRATE • • • • • • EMBEDMENT • • • •• MIN. EDGE DIST. TO SUBSTRATE • • • • • • • MIN. CENTER TO CENTER DISTANCE 6'8" DOORS _ - 8'0" DOORS MAX. O.C. SPACING AT JAMBS MAX. O.C. SPACING AT JAMBS ITW TAPCON 1/4" •ONCRETIMMU • • • 0141" • • • • • • 111-1/2" • 4" 25" 30-1/4" ELCO ULTRACON 1/4" • • • tONCIITP/aAU • • • • 611-11/48 " -CMCQNC'U • • • • • 1" • • 4" 25' 30-1/4" • ••• ••• • • ••• •• • • • • • • • • • • • • • •• •• • •• • • • • • • • • •• •• • • • •• ••• • • ••• • • • • • • • • • • • • • PREPARED BY\\ \t BUILDING DROPS, INC. 391 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33006 PH:(954)39944PB FAX: (950)744.4731 WEB: NPaw.buildlnldrops.com ]L J U Q CO w X 0 N t7 J Z 0 n U O Z Q F - 0 a I-Orrn'.d aQ"m.D Mg Etlo aF�''y4 n REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 Add Qualified Skin Patterns ts 12/21/16 THIS DOCUMENT IS THE PROPERTY OF RALPH DROPS, INL MO SHALL NOT RF RFPROOUCED IN WHOLE OR PMT CONSENTWITHOUT OF WILDING MOPS, INC ALTERATIONS. A WRITTEN ODIIEONS, HIGHUGHTING. OA OTHER MARIONGS TO THIS DOCUMENT ME NOT MOAT. AHO ;`' . gyp* *. / O v. :.TT� i i • • <ZS' .......... 1•I,ROIngns• G�A�NN agrA•tittag\�� DATE: 02.05.14 DWG. Y: GL%TJM CSSHK. Y: MSS SCALE: NTS DWG. u: A010871A SHEET: OF 8 3 J • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 OUTSWING SHOWN - INSWING SIMILAR INTERIOR EXTERIOR EXTERIOR INTERIOR OPERABLE HEAD INTERIOR EXTERIOR O5 OPERABLE ADA SILL 4 INSWING/OUTSWING ENDURA HC15000 OPERABLE SILL OUTSWING OPTIONAL AFC° A-117 4 OPERABLE SILL INSWING ENDURA ZAIL4565F INTERIOR OPERABLE SILL INSWING AFC° A -276/P-2000 EXTERIOR OPERABLE SILL OUTSWING AFC0.1-2297 O INTERIOR EXTERIOR OPERABLE SILL OUTSWING OPTIONAL AFCO H-497 ••• • • • • • •• • • • .• • • • • •i ••• •• • • • •• OPERABLE SILK •;• •;• •••••• ••;• OUTSWING • • • • • • • • OPTIONAL ENDURA ZOBL4AF • •• • • • • • • ; ;• • • ••• • • ••• • • PREPARED BY/: //'� \� BUILDING DROPS, INC. 3911 E. DANIA BEACH BLVD., STE 338 DANIA BEACH, FL 33004 PN: 19541399-8478 FAX: 1954 744.4738 WEB: WN W.Bu IdnldropAcom VERTICAL ASSEMBLIES REMARKS BY DATE Add ADA sill, Multi -Point Lock GL /23/14 7MO OOEULIOR IS INE MOMMY M MOPS, INC. ND sNAu Nm 2/ 2/11001.0 W WNW M MIR WIDOW WRITTEN COMM. WIDEN MOM Ir. TEMnuN; Aom:noo, ovoucd loo,M O1NFR NAMIN45 TO MS DOCUMENT ME MAIMED AND `IMAiy FFllrllffyt �� ES F. ''i ▪ *, ▪ v 1:4. :TT o;. '''''.7.06"9;"1111:A...‘4 `\.S 2,11P431irtin' "‘ RIPE CERT. AUTHORIZATION NO. 2,571 DATE: 02.05.14 D WG. Y: GL TJNI CSHK. Y: S MSS SCALE: NTS DWG. s: A010871A SHEET: OF8 4 •••• ••••••• • • • •••• • • •• • •• •• •••• •• •• •• •••• •• • •• • ••• • •••• •• •• • • • ••• •• ••• •• • • • ••• •• • J LOCK JAMB 5 OUTSWING SHOWN - INSWING SIMILAR 8 - #9 X 2 1/2" PFH W/ STRIKE HARDWARE 4- MPL STRIKE PLATES 5 OUTSWING SHAWN - INSWING SIMILAR 9 -#9 X 13/4" PFH W/ HARDWARE (6'-8" & 8'-0" UNITS) HINGE SCHEDULE DOOR HEIGHT QUANTITY 6'-8" 3 8'-0" 4 INTERIOR EXTER1\a` HINGE DETAIL AT JAMB: PLACE #9 X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP 1-#9 X 2-1/2" PHILLIPS FLATHEAD WOOD SCREW 3- #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREWS 4-#9 PHILLIPS FLATHEAD WOOD SCREWS USE 3/4" LENGTH FOR 6'-8" DOORS USE I" LENGTH FOR 8'-0" DOORS HINGE JAMB EXTERIOR INTERIOR 0 OUTSWING SHOWN - INSWING SIMILAR 3 -#8 X 2" PFH W/ STRIKE HARDWARE 1- MPL STRIKE PLATE 13 - #8 X 13/8" PFH (6'-8" UNITS) 15 - #8 X 13/8" PFH (8'-0" UNITS) COMES W/ HARDWARE EXTERIOR INTERIOR • • 4 - #8 X 13/8" PFH 1- REINFORCEMENT PLATE HOPPE #2512296 • O ROCKWELL MULTI -POINT LOCK JAMB 5 HOPPE MULTI-POINT•tbeK:JAIVie•• d-TOPPE MULTI -POINT LOCK OUTSWING SHAWN - INSWING SIMILAR TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY • ••• ••• • • ••• • • •• • • • • • • • • • • • • • • •• • • • • • • • •• •• • • • •• ••• • • •••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PREPARED RV: BUILDING DROPS, INC. 398 E. DANIA BEA H REVD., STE. 33B DANIA BEACH, F1.330134 PH: 1954 399-04711 FAB: 1954 744.4738 WEB: W WNr.Dullalnedrow.mm 4ti 0 O 2 cc O na. 0� U oa d Z O W O 1 I= HORIZONTAL ASSEMBLIES BY DATE GE /23/14 }NIS DOCWIINT IS THE PROPERTY OF BUI DI DROPS, INC AND SHALL NOM REPRODUCED IN WHOA OR PART WfTIIDIET MUTTER CONSENT OF BUILDING DRAWS. INC AITEMTIONS, AOMONS. HIGHU MING, MOTION MARSNIGS TO THIS DOCUMENT ARE Nor PERmOTED AND %%‘\1\e5 F. O iii •' 3 -o :T•T • i cc •'/39 C• -OP':' 4 • �` °// 4fAVI gt;e •N� B9EE.MM,1T4R1i01 " FBPE CERT. OF AUTMMOATION NO. am REMARKS Add ADA sill, MuITI-PolnE Lock DATE: 02.05.14 ADWG. Y: G M SS%MSS SCALE: NTS DWG. #: A010871A SHEET: S OF8 J MIN. EDGE DIST. SEE TABLE SHEET 2 w� mJ z¢ � • N 'Tams ofs WOOD ANCHOR 2X WOOD BUCK SEE TABLE ON SHEET 2 r2X WOOD BUCK t GN ,,, //� EE TABLE ON SHEET 2 WOOD ANCHOR of n >1././ i/ / r CDHEAD (TYPICAL) O OUTSWING SHOWN - INSWING SIMILAR 6 SILICONE 2X WOOD BUCK OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO 1.2297 OPERABLE SILL 2% WOOD BUCK 6 OUTSWING - NO ANCHOR REQUIRED AFC() A-117 D• OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 0.25' MAX. SHIM MIN. EMBED. SEE TABLE SHEET 2 JAMB (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR OPERABLE SILL /-2X WOOD BUCK OPERABLE SILL INSWING - NO ANCHOR REQUIRED AFC° A -276/P-2000 SILICONE INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F OPERABLE SILL 2X WOOD BUCK SILICONE 2X WOOD BUCK • •IOL BIicK • • X • •• • • • • • OUTSWING - NO ANCHOR REQUIRED AFC() H-497 • ••• •• • • • •• OPERABLE SILL 2X WOOD BUCK OPERABLE ADA SILL OUTSWING - NO ANCHOR R•QU•t•DI • • • NSWINGVIAMING - NO ANCHOR REQUIRED ENDURA 20111.4565.• • • i • • •ENDURA HC15000 • • • • • • • • • • • •• • • • • • • •• •• • • • •• ••• • • ••• • • PREPARED BY: �\\ \1 BUILDING DROPS, INC. 3911 E. DANIA BEA H BLVD., 51E. 330 DANIA BEACH. R 33004 PH: 1954 3994478 fAX: (954 744.4738 WEB: www.Bu0dln0draPs.mm O O O � C j o. O K Oa O Q od a-- Z w O WOOD SUBSTRATES REMARKS BY DATE Add ADA sill, Multi -PDI t Luck GL 06/23/14 1N15 DOCUMENT IS THE PAOPERIV OF U M. DROPS INC AND SHALL NOT BE REPRODUCED IN WNW OR PART WITHOLN WRITTEN CONSENT DE WADING DROPS UNG TFRAT ONS, MOTION; HIGHLIGHTING, OR OTHER MAKINGS ARE NOT 11104117E0 AND RIPE CERT. OP AUTHOROATON NO. 29571 DATE: 02.05.14 DWG. Y: G L%TJ M CSSHK. Y: MSS SCALE: NTS DWG. n: A010871A SHEET: OF 8 6 ••• • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. EDGE DIST. SEE TABLE SHEET 2 C> CONCRETE ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) CONCRETE/ MASONRY BY OTHERS 1X WOOD BUCK (OPTIONAL) 7 OUTSWING SHOWN - INSWING SIMILAR OPERABLE SILL SILICONE CONCRETE/ MASONRY BY OTHERS OUTSWING - NO ANCHOR REQUIRED AFC() 1-2297 OPERABLE SILL 1X WOOD BUCK (OPTIONAL) -I I 0.25' MAX. SHIM CONCRETE/MASONRY BY OTHERS MIN. EMBED. SEE TABLE SHEET 2 CONCRETE ANCHOR SEE TABLE ON SHEET 2 JAMB (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR OPERABLE SILL CONCRETE/ MASONRY BY OTHERS INSWING - NO ANCHOR REQUIRED AFC() A -276/P-2000 SILICONE OPERABLE SILL CONCRETE/ MASONRY BY OTHERS INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F OPERABLE SILL CONCRETE/ MASONRY BY OTHERS OUTSWING - NO ANCHOR REQUIRED AFCO H-497 CONCRETE/ - _ - • ZQNoltik: • • • • MASONRY • MASONRY • • • • • • BY OTHERS 4BY OTHE&S. OUTSWING - NO ANCHOR REQUIRED AFC() A-117 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM ` EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. OPERABLE SILL • •• •• ••• • OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL4565F • • • ; gPERABLE SILL CONCRETE/ MASONRY BY OTHERS UTSWING/INSWING - NO ANCHOR REQUIRED ENDURA HCI5000 ADA • ••• ••• • • ••• •• • • • • • • • • •• • • • • •0 •• • • • • • • • • • • • •• •• • • • •• ••• • • ••• • • PREPARED BY/: /�\\ // � \1 BUILDING DROPS, INC. 398 E. DANIA BEACH IW .516.938 DANIA BEA H, Ft 33004 PH: 1954 399.17/1 FAX: (9507444738 WEB: ww9.bu din/1drop4.o2m O ES o p a 0 O cc O 4 OQ 0 e a- zV5 LLS O CONCRETE SUBSTRATES REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 THd DOCUMENT d TNI PROMO', OF 8l80:061311005, IN£ AND P AU NOT BE REPRODUCED N WHOLE OR FART wOHOUT WRITTEN CONSENT OF RUDD. D OP; INC. AL3E1non. ADDrtIONAMDW GHnHd, OR OTHER MAInNBST%�TTEDAND iUNA � �%N`S.S FO '•i� * ; d/ T O 7. 1. :1.'1' •? '''�� N'Sw:k9.��n �F.�G� S```am 399E oµF}f�EAI:MigtQ FDPE CERT. OF AUTHORIZATION NO. 29579 DATE: 02.05.14 DWG. Y: G LTJ M SS%MSS SCALE: NTS DWG. a: A010871A SHEET: OF8 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) 3 (NOT USED) 4 ENDURA ZAIL4565F THRESHOLD - 5 AFC° 1-2297 THRESHOLD - 6 AFC° A -276/P-2000 THRESHOLD - 7 AFC° H-497 THRESHOLD - 8 AFC° A-117 THRESHOLD - 9 ENDURA ZOBL4565F THRESHOLD - 10 ENDURA HCI5000 ADA THRESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0.25" MAX. THK.) COMPOSITE 13 (NOT USED) - 14 (NOT USED) - 15 810 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT STEEL 16 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2&3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH # 73228768 6-8 UNIT ROCKWELL MULTI -POINT TONGUE LATCH 873228780 8-0 UNIT STEEL 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH 88784091 STEEL 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH 88783923 STEEL O 0 FRAME HEAD/JAMBS VARIES, SEE BOM AT LEFT L T___I-- 4.563" O' % AFC() H-497 THRESHOLD O ENDURA ZAIL4565F THRESHOLD ..11 —•• •• •- �'i�i0•i•Dii�g•Ii.� 4.56" O AFCO 1-2297 THRESHOLD 1 L_ 5.62" 20 ROCKWELL MULT-POINT LOCK •O} O B O ;7 o `v7 e HANDLE HEIGHT 9 O O B O AFC() A-117 THRESHOLD O ENDURA ZOBL4565F THRESHOLD 0 4.58" a - Im jo '�.;. '. Y 4.56" • .79" 28.34" 16'-8" & V-09 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 0.63" O g 1 O 1 (Doo —4 1.65" :— OAFC° A -276/P-2000 THRESHOLD •• •.• • • M• • �• • 14°• • ••• • • • • • • • •• •• • �•• • • 4Y7" ENDURA HCI5000 ADA THRE:MOLD•• ••• •• • • • • • • • • • • 5.00" 36.00" 16'-8" & 8'-0"] HANDLE HEIGHT `O) HEAD SHOOT BOLT PLATE (LH) 00H 1.75" HEAD SHOOT BOLT PLATE (RH) 1.75" PREPARED BY:: //\ BUILDING DROPS, INC. 396 E. DANIA BEACH BLVD., STE. 338 DANIA BEA H, FL 33004 PH: 1954399-0478 FAX: 1954 744.4736 W E6: www.bu6tlirydmPBcvm COMPONENTS AND BILL OF MATERIALS c4EF� o REMARKS BY DATE Add ADA sill, Multi -Paint Lock 0L 06/23/14 THG DOCUMENT G TIE PROPERW OF MM waixoPS. RIG WIND SHALL NOT BE MERDIMMO IN WHOSE OR PART THOUT WRITTEN CONSENT OF WADM6 DROPS. DID. ALTERATIONS. ADDITIONS, NONUDHIMG, OR OTHER MARKINGS TO TIM °MOMENT AM NOT PERM OTED AND ‘ kt\rGS F. * * -° • :TTP a 414 '3BBE.WNIRBEA/r61L{ibM- `````, F•[ CERT. OF AUTHORIZATION NO.195711 DATE: 02.05.14 DaWG. Y: JM %Miss SCALE: NTS DWG. #: 15,010871A SHEET: OF 8 • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BO MINISTRATION DIVISION OTICE OF -ACC CGI Windows & Doors 10100 NW 25th Street iami, FL 33172 CE (NOA) MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 CcontyRER - Product Control Section to be used in Miami Dade County and other areas where gllored by trl.e.1�u1'hority • Having Jurisdiction (AHJ). • • • • • •• • • •• This NOA shall not be valid after the expiration date stated below. The Miami -Dade ra'dhty Prodtitt Control • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade �oun1y) reserve the right: • to have this product or material tested for quality assurance purposes. If this pret4119t,or matniO ails to • perform in the accepted manner, the manufacturer will incur the expense of such teaiAg•and tie Al1J may • immediately revoke, modify, or suspend the use of such product or material withisettrgir jurisdletidii.• RER• reserves the right to revoke this acceptance, if it is determined by Miami-Dade:qexaii 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 lith�f p Florfda Building: • - loci Hurricane • i • • • • • •• •• • • •• DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window — L.M.I. APPRi : •:- _ , • _ �, ;-� ne 10 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C 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. 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# 14-0915.06 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. MANMADE COUNTY APPROVED ��op6 NOA No. 15-0512.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C 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 TAr2O2'94 2) Large Missile Impact Test per FBC, TAS 201'-94 • •••••• •; 3) Cyclic Wind Pressure Loading per FBC, TAI' NV -94 • • • • along with marked -up drawings and installation diagram of a series.7500 Pli fixed • window, to qualify DuPont "Butacite" PVB interlayer, Duraseala fid Super.Sp3cer® insulating glass spacer, prepared by Certified Test LaboratorieS,lestReport 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 ger FE TAS 2b2-94 • C • 2) Large Missile Impact Test per FBC, TAS 241-94� . 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •••• along with marked -up drawings and installation diagram of a series 7400 PVC pfoject out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA--3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) • E-1 Manuel Pe ".E. Product Contro ner NOA No. 12.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 • • • D. QUALITY ASSURANCE •• •• •• • ••.• 1. Miami -Dade Department of Regulatory and Economic Resouroes•caNR). •••••• • •'• E. MATERIAL CERTIFICATIONS•• • •• . • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amert4•Inc. fortiieir "SentryGlas® (Clear and White) Glass Interlayers" dated ONIEI:5, exiiriltAdon • 07/04/18. • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. kr their • •• "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring qn Vj 1/16r • • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chem1Eal Compfly VIA) • • for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers wi�fi PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-56 Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. E-2 Manuel ' : P.E. Product Contro mer NOA No. 12.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 6' MAX. HEAD/SILL CORNERS 7 J d 53 1/8" FLANGE WIDTH 47 7/16' D.L.O. (FIX. UTE) 20 9/16" ** MAX. 1 A HEAD/SILL 1 nn _ - B - TT 11 11 © l X' I I 1 I / �J--{j-- - II "/ '� II 11 L 4 / I 1 II /__ II ff-- I I Y U 7 m k n n n 52 1/8" FALSE MUNTINS (SURFACE APPLIED) OPTIONAL FLANGE & FLANGE ADAPTOR FRAME 5 1/2" MAX. HEAD/SILL CORNERS SERIES SENTINEL 110 ALUMINUM SINGLE HUNG 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 S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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. MATERIALS INCLUDING BUT NOT UMITED TO a1EEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. BUCK WIDTH 47 7/16'. D.L.O. (FIX. UTE) 20 9/16' * * MAX. m HEAD/SILL I I I 1 Q 1 /_ --�- "Y 1 � N v / // B 7 47 7/16" D.LO. (VENT) 50 1/4" FALSE MUNTINS (SURFACE APPUED) OPOONAL VENT WIDTH EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" m cg 5 1/2" MAX. HEAD/SILL CORNERS ' \ M » 7 k. v O ' • R_—� --11 i II I I ri U W J ® B 7 ^ Y U 7 m k n n n 2 27•:-`' x n t n M L o J ' _ ___R i I 1 ® I // -- 8 - - i I y FALSE MUNTINS (SURFACE APPUEO) OPTIONAL TYPICAL ELEVATION •• ••• • • • • • •• • • • • • • • •• ••• •• • • • • • • ••• ••• • • • • • • • • • • • • • • • • •• •• • ••• • • ••• FIN FRAME O LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT Engr. JAVAD AHMAU CML FLA. - N 70592 C.A. r 5538 • •• • 2015 • PRODUCT REVISED as complying with the Rotes Building Code, 0�12.Io Acceptance No ,— imtion Date irkiA odea By Minn Dude 0 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • ayrU Z n o • n Q h ct O (1 a� � zo O u o O M c722 0 oa•ag°T o 1'0.2 rem .0 N Q4ri51 I= 6 1 Z 0ry1 s w <61E sig F M 0 i a a 0 U J r 3 N 0 z g rn m n h cc 0 () W Ca • o in ,r) h h c‘1,7) 003Mn O o 0 p in 'w 0 v 8 Is IS 8 $$ c CD Ll 0 i 0 a drawing no. W10-03 sheet 1 of 9 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DINS. GLSS TYPES 'ATAI' GIA55 TYPES '8'A'81' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8' 1NT.(-) 18-1/8' 76' 75.0 75.0 80.0 85.0 26-1/2' 80.0 25-1/2' 49' 79.0 75.0 80.0 85.0 37' 28' ' 36' 25' 75.0 75.0 80.0 85.0 49' 75.0 48" 80.0 75.0 75.0 80.0 85.0 53-1 63-5/8" 52-1/8" 75.0 75 i 75 i 80.0 85.0 19-1/8" 84' 18-1/8' 75.0 75.0 _Ada. 80.0 80.0 85.0 26-1/2' 36' 25-1/2' 53-1/2' 75.0 7.0 80.0 85.0 37" 36' 37-3/8' 75.0 75.0 80.0 85.0 49 48' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 19-1/8' 18-1/8' 750 75.0 80.0 85.0 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 Sr 50-5/8" 36' 49-5/8' 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 19-1/8' 15-1/8' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 75.0 75.0 80.o 85.0 37' 63' 36' 62' 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 19-1/8' 18-1/8" 75.0 75.0 80.0 85.0 28-1/2' 25-1/2' 75.0 75.0 80.0 85.0 37" 76' 36" 75' 75.0 75.0 80.0 85.0 49" 48' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8' 75.0 75.0 50.0 65.0 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 26-1/2' s• 25-1/2' 84' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 37' 36' 46-1/2' 45-1/2' 75.0 75.0 80.0 85.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Xa" TYP. UNEQUAL ESTES WINDOWS DESIGN LOAD CAPACITY - PSF FIANCE DIMS. BUCK DIMS. ITAX.TOP I]TE GIASS TYPES 'A'A'Al' CUSS TYPES '13'4181' WIDTH HOCK WOTH HEIGHT 'A' DIA. EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 53-1/8' 76' 52-1/8' 75' 36-1/4' 75.0 75.0 80.0 85.0 49' 79' 48' 75' 39-1/4' 75.0 75.0 50.0 85.0 26-1/2' 25-1/2' 70-5/8" 75.0 75.0 80.0 85.0 31' 30' 63-5/8" 75.0 75.0 80.0 85.0 Sr 85' 32' 84' 60' 75.0 75.0 80.0 85.0 3Y 36' 53-1/2' 75.0 75.0 80.0 85.0 43' 42' 45-1/4' 75.0 75.0 50.0 85.0 BUCK DIMS FLANGF FRAMF FLANGE DIMS )f" Tyr.. BUCK DIMS f Sr EQUAL LEG FRAME BUCK DIMS FIN FRAME 11: • • • • • • • 11:14.1‘1) 0 UNEQUAL LITES (ORIEL TYPE) •• ••• •• • • • •• ••• ••• • • • • • • • • • • • • •• •• • • • ••• Engr. JAVAD AHMAD CML FlA �E t573°58 0592 •• • vi c 0 N c n N v F NO CHANCE THIS SHEET a 3 s a a c PRODUCT REVISED as complying with the Florida Building Code Acceptance No X 7-1171Z. 10 Ez intionDate AW Of a 4 t drawingno. :di 6m �., de Product Cootr i, W10-03 sheet 2 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (sheet 3 of 9 ) 1/8" 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 090" Interlayer Kuraray SentryGlas By Kuraray America, Inc.' OR .090" Interlayer Kuraray Butocite PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 'A' (L.M.I & S.M.I.) . im 1/8" HEAT STREN'D 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 .090" Interlayer Kuraray SentryGlas By Kuraray America, Inc.' OR .090" Interlayer Kuraray Butacite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS W SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36' GLASS TYPE 'B' 5/16" OVERALL LAM. GLASS 1/4" AIR SPACE 1/8' ANN. GLASS 1/8" ANN. GLASS .075" Interlayer Saflex CP With PET Core 'Eastman Chemical Co.' OR 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interiayer Kuroroy SenttyGlae By 'Kuroroy America. Inc: OR .090" Interlayer Kuraray Butacite PVB By Kuroroy Americo, Inc.' 1/8" ANN. GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/4' AR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. SILLL BY 'CARDINAL' OR DURASEAL BY 'QUANDF OR SUPER SPACER BY 'QUANIDC AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL LAM. GLASS (S.113.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & '131' MUST BE TEMPERED. (L.M.I ONLY) 1/8' HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core O'Eastman Chemical Co.' R 090" Intedayer Saflex Clear Md Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Kuraray SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Kuraray Butacite PVB By 'Kuraray Americo, Inc.' 1/8" HEAT SIREN'° GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER • • ST. STEEL BY 'CARINAL' OR DURASEAL BY 'QUANeX'. OR SUPER SPACER BY 'QUANEX• • ••• • • • • • • •• • • AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 0.70' OVERALL INSUL LAM. GLASS • • •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • •• •• • ••• • • ••• Env: JAVAD AHMAO CML FLA P it 70592 C 3538 • I . • •• • J AID 2015 • PRODUCT REVISED as complying with the Florida Building Code Acceptance No 124) J w.iration D. �a�Y •t By Dade Product. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fY • 0 3 COMP -ANL 3 N 0 z N I N cn Ow O ,k1 Cn u7 • n ?y N "7 uj O nT 03 Z o p o-ar O 4 m v m 0 0 I i 6 E drawing no. W10-03 1BY WOOD BUCK ix 0 W W H X W TYPICAL ANCHORS SEE ELEV. FOR SPACING • EDGE . DIST. !comm �aaat=w� ram mel -1 A !'P i.` i 0 0 O SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL N • p EDGE DISi.� " 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING te N FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8" MIN. �C 2 3/8" MIN. WHEN USED THE MIN. WOOD DEPTH SHALL BE 236". THE USE DEEPER OR BEVELED WOODBUCKS I PERMITTED. Fr 11 MIAMI-DADE COUNTY APPROVED MULLION k MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. �J TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN• ZING SYSTEM AND ER THEM TO THE "BUILDING : UCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4- DIA. TAPCON BY 'MN' (Fu=120 KSI, Fy=92 KSI) 1/4" DIA. ULTRACDN BY 'ELCO' (Fum177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY —1 4" MIN. EMBED INTO CONC. OR MASONRY X14 SM • IELMFIelC (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/6" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) R14 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRs) INTO MIAMI—DADE COUNTY APPROVED MULUONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL FOGE DISNANCF INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. •• ...INT"? •• NTO• METAL• STRUCTURE = 3/4" MIN. • •• • • •• JAMBS SG • • • • COVCRiTTy��E•AT EA • L I JAMBS f'c0.553000 PSI MIN. • •• •••• CABO. • NOL•O• WfFlLYED aBLOCK AT JAMBS f'm 2000 PSI MIN. • • •• Engn JAVAD AHMAD CML FLA. PE it 70592 CAN. 538 • • • • • ANCHORS • ELEV. %WAGIN : • • • • • • • • • • • • • • •• • • ••• • •• PRODUCT REVISBD ascomplying wi8t iha Florida Building Code -X512,70 Acceptance No imlion Date -rnowsce 2" to •�j By td Miami � TIM [Roduct „ Q 2015 4"U U a 0 0 v 8 ffi 3 c U i q .J C t drawing no. W10-03 sheet 4 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4• MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 B WOOD BUCKS SHIM BUCK WIDTH a w 1/4" MAX. SHIMS a r EXTERIOR D. L. OPG. BUCK WIDTH „AX. FLANGE & FLANGE ADAPTOR FRAME m SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING c WOOD BU •R WOOD STRUCTU •� BUCK WIDTH MIAMI—DADE COUNTY APPROVED MULDON dr MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH r-- -T II nt a Tr, — r—I I TI. gum AI -� �!7 7Tf 14 X 1- FH. SMS. 1/2- TYP. • • ••• ••• • • • • • • • • • • • • • • • . • •• •• • ••• • • ••• FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. • • •• • ••• • • •• Engr: JAVAD AHMAD CML FLA. PE 70592 CANT • • •• 2Q15 PRODUCT REVISED as complying with the Florida Building Code Acceptanrx Ivo X5.0 � •16.4.417"1r la ' As: imrion Date �Iyy. Q02D e ade Product 011 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • roy11U 0 v c 0 0 e drawing no. W10-03 sheet 5 of 9 1BY WOOD BUCK • a e..' 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 'EDGFe.DIST... SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL 1 B WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING S N N TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23y". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH EQUAL LEG FRAME Fr I MIAMI—DADE COUNTY APPROVED 1 MUWON dc MUWON ANCHORS I SEE SEPARATE NOA I I I I I �I J TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MUWON do MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH _.".7.7,1 #14 X1" FH. SMS. a a � • • •'al • •.. . 9•. • • • • .• • . r .6 • • •• • • • • • • •• o • • • ••• • • •• ••• •• • • ••• ••• • • • • • • • • • • • • • • • • •• •• • ••• • • ••• ItentlrAD AMMO CML ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED complying with the Florida Building Coda Acceptance No I" • • t2 10 inti ,, Date '14A14,041.. -D?D s By Miemt ede Product U n Z ti W d8 Z O u. Q� a ci O tes1 CYRm 0mag .` m 31.3E g O LL Z p.d o � O N Com. aHg0 3 a U 3 2 N O c m cn ce OW o N o VI up N. $ " N M 03M n Z Z E2 „ C7 p a J FAX `o n U N b 8 8 NO CNANCE THIS SHED a 0 S c 0 n i 0 drawing no. W10-03 sheet 6 of g ILLUSTRATIVE DTLS. ONLY OCT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI 0 HOUSE WRAP NOT BY CO a 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING P I l r BACKBED CALIUMG SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL O ce II 1 a 1/1/2" BACKBED CAULKING Y TYPICAL ANCHORS SEE ELEV. FOR SPACING s i WOOD STRUCTURE NOT BY CO a 1/4" MAX GAP 1/2" MIN. FIN FRAME TYPICAL ANCHORS: SEE ELEV. FOR SPACING SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD BUCK HEIGHT 1/4" MAX. GAP 1/2" MP7. HOUSE WRAP NOT BY CGI EXTERIOR • •• •••- • • 9rc�c. • • • •• • • Is •• • • •• ••• •• • • rngr.•11NAD ANMAD CML FLA. PE A 70592 CAN 3538 • ••• ••• • • • • • • • • • • • • • • • • • •• •• • ••• • • ••• PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15.0512.11) • ion Dine z 0 F c Q f N CC a N 0d M G °4 r 01;2° Oaa+� �� 0.^FE tC 44 O N <=HILL O fs Mi N h I M cn d' o 0 ce c.•1FN 0 r"- N 3NM I 0p3Mn Z Z u' 3 p ' n _ p 0oa c n U 01 R C n 0 b 8 U i i 0 8 drawing no. W10-03 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • sheet 7 of g ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI -100 1 FRAME HEAD 6063-T8 - E2 CGI -101 1 FRAME SILL 6083-76 - E3 CGI -102 2 FRAME JAMB 8063-T8 - E4 CGI -103 1 MEETING RAIL 6063-T8 - E5 C01-104 1 LOCK RAIL 6063-76 - E6 CGI -105 1 HANDLE RAIL 6063-T6 - E7 CGI -106 2 SASH RAIL 6063-76 - EB CGI -107 AS REOD. 5/16' GLAZING BEAD 6063-75 - E9 CCI -108 AS REOD. 0.700' GLAZING BEAD 6063-75 - El0 CCI -109 AS REOD. FRONT FLANGE ADAPTOR 6083-T6 - E11 CGI -110 AS REO D. NAIL FIN ADAPTOR 6063-15 - E12 CGI -135 1 FLANGE FRAME HEAD 6063-76 - E13 CGI -136 2 FLANGE FRAME JAMB 6063-76 - El4 CGI -137 I FLANGE FRAME SILL 6083-76 - E17 CGI -605 OPTIONAL SCREEN FRAME 6063-75 - M1 CGI -382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PJC - M2 CGI -111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CCI -112 AS READ. EQUAL LEO COVER/SHIM, 3' LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. M10 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. 1.111 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M 1 2 CGI -129 1/ WOW. EGRESS LOCK ALUM. SUWVAN M13 CGI -131 2/ WOW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN - D BULB -T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI -133 4/ WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI -130 2/ WOW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M17 A30730401-32 1/ WOW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI -132 2/ WOW. SASH STOP, 2' LONG PVC PROTOTYPE OR EQUIV. M20 CGI -125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-8 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUN M23 CGI -134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER # 10 X 1 1/4' LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - S4 _ 4/ WDW. # 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW _ - S5 - 2/ WOW. # 8 X 1' LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY _ _ S6 - 2/ LOCK # 6 X 1/2' LG. FH. SMS. O CGI -133 & CAM LOCK _ - •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • ••• ••• n • • • • • • • • • • • • • • • •• •• • ••• • • ••• • tn9r'AVAD. AHMAD CML FIA PE70592 C.A.N. 538 PRODUCT REVISED as complying with the Florida Building Code Acceptance No -0 imtion Date • �A ,, • r- ade �� ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • Z m 2 ry a? reO b O yrs o ccO ,,- ot4 c.)2 a paQaK csdln� ▪ O t • Of g Q W 1 F F 0 a 2 0 n U a �d 8 UPDATED 10 2014 EBC NO CHANGE TAS SNEEI a 0 O 8 >9 C F I4 8 JT drawing no. W10-03 sheet 8 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.505 2.505 -�II�.O65 R y II -1. ® S2 tw,�U o ,.745 8, -1- ,.SSD •.I Z 1 0 1 m J .74s .065 NP. 7.245 .las .065 � / I 0 m 11'P. T / Q E a a FLANGE . 1.015 F- FRAME HEAD et FLUSH 1.015 FRAME HEAD .050 ® NAIL 1.395 FIN ADAPTER I f\�. , %}j�5 .`.' 0: 71j o Q w ^ � � U 1.583 ---1s63 { ,.007 / // • ?•�. - Lliillill- � p' o w m .1016P5.085 .745 //0;y� I'',441 '�! QocLag `�a 21 h M O• I Q ywj ; u. m 3.675 1.429 3.175 1 3.175 1.368 rritfil 2.113 1.015 l I I II •tl I)010 u' Zy= n , t�z CMry1 Q W ei f 1.4129 j VENT TOP CORNER I r. 1 1.000 .500 n - 1.220 - N � F I .500 T Ea 2.505 MEETING RAIL FRAME TOP CORNER - ��• � w ® FLANGE 2.505 FRAME SIU_ O FLUSH FRAME SILL 1.220-1It I �" o 1n - 0_ � 0 UJ 0 I 4111111.1" I/ V) U- � .500 I ,.301 - - 1.301-y 1.043PO" 1.788 No 065 iya. 1 D65 065 T� . S2 o 3 NM 1 OO 3 n ZZJ 2440 I TYP 1.015 - / Z _ L- 2.440 OO 5 ' 015 O LOCK RAIL is p Q U FRAME BOTTOM CORNER I VENT BOTTOM CORNER g .745 - --1 ,745 2.195 I ^ 1 2.846 h ® FLANGE FRAME JAMB 2.346 Ea FLUSH FRAME JAMB W o .490 .1201 1.043[1:9 1.892 .065. .� a y P E , I . 7oL oso 1rn. 705 1_ osa rn. tots �, ►, j s2 n .864 .864 E6 HAND RAIL •• •••47 • • • • • • • • • • gynah 00 y o 8 0; .c, 3 E8 5/16' GLAZING BEAD O GLAZING BEAD • • • • • • • • • • ` o < m o .700' • • • • �-• .--� .--.1--. 1.395- •• •.• •• w•• ' '. 1.395 ��.180 -'1.449-- y � .745 - 1.450 .160 Fn9FL��VA0 C A• PE AMMO L f 70592 PRODUCT' REVISED as complying with the Floridas r g iv 4 ' I .29 3 -f- CAN. 3538 Building Code • • • • • • • • , Acceptance No 5':� �J�� . j0 g ,. m .050 ,065 •060r 1,025 .065 1.015 .550 •0,50 : : • f • • • E viral. in Dale'.]3/�(- �ZD g iDade-1.413- • ••• • • • BY 1Y %� « t" O FLUSH FRAME COVER 1s SCREW COVER O SASH RAIL •' • • FLANGE ADAPTOR • • • drawing no. sheet 9 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BO • II ISTRATION DIVISION OTICE OF ACCE CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 PE' • CE NOA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW -26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.minmidade.gov/economy 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 Dads County) raerwe:tke right to have this product or material tested for quality assurance purposes. If this pricks ;or matggiA fails to • perform in the accepted manner, the manufacturer will incur the expense of such terstix and Ittg AHJ may • immediately revoke, modify, or suspend the use of such product or material withigamir jurisdiction. REI. . reserves the right to revoke this acceptance, if it is determined by Miami-Dade.Gounty Product Eontrol • Section that this product or material fails to meet the requirements of the applicable btiikling code! • • • • • This product is approved as described herein, and has been designed to comply•4tJtth•te Flcrida auilding• • • • C• - , ' • . - Hi:h Velocit Hurricane Zone. • • • • • • • DESCRIPTION: Series "238" Outswin Aluminum Casement Window - L.141T $ . APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series -238 Alum QutVi.pg Casement Wd4. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision rcrated 04/10/15, psepare3 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. . • .mber-preceded-by-the wards -Miami -Dade County, Flerida and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user- by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0506.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • MIAMI DADE COUNTY APPROVED . . 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 I. Manufacturer's die drawings and sections. (Submitted under NOA's # 96-04.17.03 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 I. Test reports on: l) Uniform Static Air Pressure Test, Loading per FBC TA.S 20.2-94 2) Large Missile Impact. Test per FBC, TAS 201-4. • 3) Cyclic Wind Pressure Loading per FBC, TAS•203-94 • • • • • along with marked -up drawings and installation diagram of a vgi4.7500 PVA fixed . •• • window, to qualify DuPont "Butacite" PVB interlayer, Duras914 and Supar Spacer®• insulating glass spacer, prepared by Certified Test Laboratories,•Tcst ReportNle' CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramen.'Datel, �',E�:• 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading gcir,thC TAS 42-94 2) Large Missile Impact Test per FBC, TAS 201-94: • 3) Cyclic Wind Pressure Loading per FBC, TIS 7,01-94 • along with marked -up drawings and installation diagram of a sees 7400 P'PGploject• 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® 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: l) 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 43Large-Missile Impact Test per FBC, TAS 201 9/1 • • .• 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)3, dated 03/24/14, signed and sealed by Ramesh -C. P 1, P.E. (Submitted under previous NOA # 14-0506.01) E-1 Manuel Pe z, P.E. Product Control : xa finer NOA No. 15- i 12.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E.. (Submitted under NOA # 12-1220.14)• • . . . . 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ' • • ' • 2) Uniform Static Air Pressure Test, Loading iiir:INC, TASK 2,d2-94 3) Water Resistance Test, per FBC, TAS 202-94... . 4) Forced Entry Test, per FBC 2411.3.2.1, and T0164202-9.4 • • •:• • along with marked -up drawings and installation diagram oPtiratipmintiba.c3sement"•• window, prepared by Hurricane Testing Lab., Inc., Test Repo;;; No. T,L-0080- •• 0301-07 for specimen A and B, and HTL-0080-0905-07 for spectmPn B and C, dated • 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abrlhamr P.E. • • • (Submitted under NOA # 08-1010.02) • • • ••• • •• 7. Test reports on: 1) -Large Missile Impact Test per FBC, TAS 201-94 •• • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under 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. (Submitlet_un , ► 0= ' • i0 - I ! 0 • l l 1 .03) E-2 Manuel ere Product Control Ex er NOA No. 15-0512.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 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 Kuf ieP K (Submitted under NDA # 96-0417.03)• • • • • • ••• • •••• • ••• •••• C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, compliirag•with FB.C--2010, • . dated 4/24/14, prepared by Al-Farooq Corporation, signed and setflcd 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 (REA) • ••• • • • •• • • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4.. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on OS/9 I/16. E-3 01414 t' Manuel Pere Product Control Ex: min r NOA No. 15-.I .19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5"` 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 fof specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Htirricapt'Teit Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and'sea'lea by Viriu 7. Abraham, P.E. •.... . • (Submitter) under NOA # 08-1010.02) ' 4. Laboratory compliances letters for Test Reports No. HETI-08'2);43: • • HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued bnI'ulricane'• Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all Signttand valeci by '• Candido F. Font, P.E. . (Submitted under NOA # 08-1010.02) •• •• • •••• . 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and • • HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 011002.03) 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 under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, -P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/1 R. E-4 Manuel ' erez Product Control Ex .► r NOA No. 15-05 2.19 . Expiration Date: October 26, 2018 Approval Date: September 17, 2015 GENERAL WINDOW SECTIONS WINDOW WIDTH {� !1• ^� J ^ Pp - I FLANGE FRAME VENT WIDTH WW -2•-Y O D.L. OPG. Z F g O Z la Df, 1 $Qd j 0' W d Q D r n ~ 0 4 4 Q t;', lY rtgni 3_ ^ a Z PY1AA{ 40+ r ty Q b E d w i a 0. ° _ WWI -7• 8HEAD O 1^y A O HEAD/SILL CORNERS L�a 0 I J I O -111-7.1 - ° �' U © I v �_ � UT1 """��ll�r,,, t��L� CAM LOCKS � 2 LOCK POINTS ,, // i i � u ... � m � o �or 'o � � O H a ALL SIZES © ===;T==_� ii / / IT d ^ m �o rii C SNUBBER G� o AT IMPACT WINDOWS ONLY r; z w� D s W il ' _ _ =rl pal / I =r--�1- 47_3t--- / - 1it 1 /�� ___ O II 7 CD I o 3 J 3\ j j ./ � =i 4F___ SURFACE APPLIED `•, �' _�,Y Jo �.. — \ II 11 FALSE MUNTINS OPTIONAL r-' ii \ __=1t__� IL__ - _ 3 8 =o,I-,-,n : N N % m sl Z ri g2 N O w 0 N d1 = a o 3 M 1. 0 O 3 "' M 2 Z Z 3 o _ n CoQ U I1 �K it d it II \ I I' \ 1p \ Ln �- FOR GLASS TYPES. -` 1 py O O © REFER TO SHEETS 3 AND 4. 2 T/2• q BO I I 24 MAX. TYP. © VENT WIDTH D.L. OPG. D.L. OPG. VENT WIDTH I' AT HEAD/SILL TYPICAL ELEVATION WINDOW WIDTH WINDOW WIDTH (FLANGE FRAME) EXTERIOR ao J i MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MULTI POINT LOCK KV BY 'INTERLOCK' ALT. TO CAM LOCKS X edita Weill MAX. WDW. HEIGHT LOCK POINTS /y---. 1 MAX. WDW. HEIGHT LOCK POINTS .1 c 0~ °o «§i5 w ° V 3_ E n a w 4 0. 4 X 6 �_ �II�': .' 42• 2 1MM1 38. 2 v b 11 83• 3 ��ri 4 56- 3 3 0 �'� n B4' 4 I�. 74' 4 O .�y1 P I• 84• 5 ~'�� .� 1 1 O O fi>'- � -THESE-WINDOWSARE—RATEATrn FOR_IARGE & SMALT--MFSSILE-IMPACT. o SHUTTERS ARE NOT REQUIRED. `o o '> „' g . N „ 3 o INSTRUCTIONS' • • • • • • • • • • • • USE CHARTS AS FOLLOWS. T NOTES. FDR:AULLION/MULTIPLE UNITS, REFER •• • • • • • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED % COMQti Ill HE•• ••SEPARATE STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED • • REQUIREMENTS TO CGI MULLION N.O.A. • • • I s r9."�. �- 1 � i .h" � ^ ' §; OF THE FLORIDA BUILDING COD I UD IG °CITY USINGINAPPUCABLE ASCE 7 SHTANDVELOCITY, BLDG. ARD. ZONE HURRICANE ZONE (HVHZ). �� • • • • • STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Engr: JAVAD AHMAD CML PRODUCT REVISEDq CAPACITY OF DESIRED GLASS SIZE/TYPE. LOADS TO THE STRUCTURE. STEP 3 USING CHART ON SHEEP 6 SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED AS WM DETAIL�?.IfCHORS FLA. PE 70592 C 538 • �% as complying with the Florida Building Code Acccpt•tcc No 15-0512.1` WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEY D W DRESSINg OR STUCCO. •ratio IN STEP T ABOVE. ANCHORING OR LOADING CONDITIONS NOT SHeWN IN •HESE•DETAIRS ARE • • IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON NOT PART OF THIS APPROVAL. STEP 4 • • • • • • • • • • � 14 2015 • , : 1 Dalt 403X//. 20 Es 1j B :� )4 n' adc Product ..•' drawing no. W98_'� OQ • • • • SHEET 7 i0 DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. �/ SHALL APPLY TO ENTIRE SYSTEM. sheet j of 0 0 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • WINDOW WIDTH �u ` Wo u o j VENT WIDTH Z g 0 H4 "m ¢ p 0 � 0 G g 0�� '4 E 3 N W HI _ G LL= N f `7 Z c�7y g a w rl a0 U GENERAL WINDOW SECTIONS WW -1 1/2• D.L OPG. EQUAL LEG FRAME WW -6 i/2' 6' A O D/ILL I I I, m n — — �U ; �,� N `"" II, i ' O 2 ai W# v Oilift p CAM LOCKS = 0 2 LOCK POINTS a- s N a O Z‘,1 -� _. / 41 t, -3C--_ /, �� c, g DC SNUBBER txI W i # ALL SIZES g Z = .4? 3 0 3 III I \ II - =`G Ti 7P--- SURFACE APPLIED ( j J 3 � g o ,) � r N in U m Z iii o o � � In I'' u) P 3 N M 44 Q . M r Z z n 3 0 o 0 C% O lc 0 AT IMPACT WINDOWS ONLY p �. ' _ \ II II \ II \ 1I ___It___' -F- FALSE HUNTINS OPTIONAL ^' o Q I 0� ® III I. I -i K 1, � ��\Yme �' \ xQ rl ` I I 1�w`� � I 24 ' MAX. T1P. © AT HEAD/SILL =,— Y� —.=� �Y TYPICAL ELEVATION `n,� ' O © © D.L. OPG. FOR GLASS REFER TYPES, TO D.L. DPG. U' 2 1/2' 1 (EQUAL LEG FRAME) 3/4 VEM WIDTH SHEETS 3 AND 4, VENT WIDTH 3/4' WINDOW WIDTH WINDOW WIDTH r-. g g42' v z 4 J z ~ o z EXTERIOR - ELY MAXIM MULTI POINT LOCK,.. -..,MULTI BY 'TRUTH' POINT LOCK B BY 'INTERLOCK' ALT. TO CAM LOCKS ALT. TO CAM LOCKS r MAX. WOW. LOCK _,,c, MAX. WOW. LOCK HEIGHT POINTS HEIGHT POINTS 2 a " ••� 63• 3 "��jjj��l `��I 56• 3 p m I 84' 4 e 1 74' 4 p J d 41.11' I �- 64 $ U s': U • • • • • • • • •`am • • �.� UU . I/� O n p n " aa L Q V S _ -� tat ID r T • • • ] 1 z 3 Q O • •• ••• •• • • • •• N .S .g • N RR v� Q _ z i O III //''�� // \�.//Y� Engr. JAVAD AHMAO CML F1A. PE 44�70592 PRODUCT REVISED 6.5 complying with the Florida O • • • • • • • • • • • • • • CV. 38 • • Dwlding Code Accepl•xx No I5•as��•1q O • • • • • ex•irolion Due /bid lois 7 w �--�- • • • ••• • • • • • • •• • • • •By did/.- Of i---'�i drawing no. W98-100 n 1A • • • • • • • • A• 1 F1 �� Munn' ale Product Control , (sheet 1.1of 7 ) ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • ••• • • s • • • • • • • • • • •• •• •• • • • • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • •• • • • •• • • • ••• • • 2 5/8' 2. 075 '1I 1.757 2.625 .768 F- Vo o I j II gm�� © 6215 -1 1.000 1.307 TYP. co 1111111111k1.222--I 1.8175 .090 T"rT'}��-L,� Z i 2.625 •-... �ry F N 2.215 2.465 I j ° S I� 72a , f n a / .OBD TYP, 1.438 O O W ctaF x. o V I 11 - 1.222-I O LL 0 F I' 1350 .060 CORNER STK 3 EEL ,T\ CORNER KEY .062 THICK ALUMINUM 1 O FLANGE FRAME Q VENT 5/16' LAM. GLASS) U r 0 e e4 a ? 2 i / r 2.075 .768 1 1.757 0 IL Q G 0 .L nb re Q 3 R 1.057 1.675 .090 TYP. LL Z US _ q J m U 1 I Qw�2V 2.465 720 T VENT CORNER 2.715 1.438 I .080 TYP. - I. J H in L624 9 CU n Z i 8177 EQUAL LEG FRAME 213 VENT (INSUL. LAM. GLASS) 8 R. 12 ALL FRAME AND VENT CORNERS TO BE ITEM PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS } 1.757 O Fe Fe SEALED WITH GE SILPRUF OR EQUIV.1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV.O z to CCI-397 4 EQUAL LEG FRAME 6063-T6 INDALEXOR EQUIV.- •090 TYP. j 2 CGI-378 4 VENT (5/16' IAM. GLASS) 6083-T6 INDALEX OR EQUIV.L.875 � L ' n 2B CGI-381 4 VENT (INSUL IAM. GLASS) 6063-T6 MALE< OR EQUIV.° IPS"�'y-�^ S ( 720 2C 3 N "1 j CGI-3135 4 VENT (7/16' LAZA. GLASS) 6063-78 !RDA= OR EQUIV. 3 M O 3 CCI375 4 OGEE GLAZING BEAD 6063 T5 INDALEX OR EQUIV.Z 1.438 Z / 3A CCI-396 4 SQUARE GLAZING BEAD 6063-75 INOME< OR EQUIV.i 3 O -'' 4 4 .060 THICK CORNER KEY ALUMINUM - 1.347 o O Q 1,40/11117' O 5 - 6 .060 THICK CORNER KEY ST. STEEL - B AP-425 AS READ. FRAME WEATHERSTRIPPING SCHLEGEL 2C VENT (7/16 LAMGLASS) . I 7 0250-K-190 AS REOD. VENT WEATHERSTRIPPING - APTUS SCHLEGEL 0-LON _ ///�� 8 35-10-00-101 2/ VENT 4 BAR HINGE, A7 TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) /8 % 3/8 55 SMS ,754 / 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL / 9A - - I/ VENT MULL POINT LOCH - TRUTH, ATTACHED W/ (2) /e % 3/8' SMS TRUTH .383 830 w g 8 S n / 913 - I/ VEM MULTI POINT LOCK - INTERLOCK a F B 00/ 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CCI, ATTACHED W/ (2) /10 X 3/8' SS SMS n WW' ....-":„/„....,-- ( OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) /8 % 3/8' SS SMS -,•617 o U a / / 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK O CGI-375: OGEE GLAZING STOP o ?, i i • 12 30175 1 OPERATOR TRACK STEEL- TRLlTH_A . T , ' 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - /1D % 1-I/4' SS SMS 0 1� �{ / _ •••' ••• • • • • • ••• • • �_� .808 L_ 830a'_ y o � r o 3 I ,A 13 • • • • • • • _��Ds"-'03 II -- .617 F-- v o c u = • • • • • • • • • • • • • • ® CGI-396: SQUARE GLAZING STOP I $-.'-'r y • • • • • • • • • • • • • • • • • Engn JAVAD AHMAD FIA PEML 70592 • C7�% • • • PRODUCT REVISED as complying with The Florid. Building Code AcceplanceNo 15'514.)4 I n S T � 8 e },` S • • • • • • • • • • T 2Ol5 ex irolion Late .rs!/yl, :g1$ Iv �=+.� FRAME CORNER • • • • • • • • • • • • • • • I • By, ��/,4 Jr•drawing 1 no. •' Miwn' ode Product Co • . " f W98-100 sheet 2 of 7 •• • • • • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • •• • • • •• • • • ••• • 1/8" ANN. GLASS3/16" INTERIAYERS- 01110" 1/8" ANN. _ .090" Soflex Clear And Color Glass By 'Eastman Chemicol Co .090" Butocite PVB By 'Kuraray America, Inc.' CLASS 995�I ANN. INTERIAYERS- I r IIO I I GLASS 3/16" _ Soflex CP With PET Core By 'Eastman Chemicol Co.' _ .090" Soflex Clear And Color Gloss By 'Eastman Chemical Co.' •090" SentryGlas By 'Kuraray America, Inc.' .090" Butocite PVB o: By 'Kuraray Americo, Inc.' Z ANN. GLASS SILICONE GE1200 Wu m ,SILICONE 3/16' HEAT INTERLAYERS- l STREN'D 3/16" r GLASS .075" Soflex CP With PET Core .- By 'Eastman Chemicol Co.' _ .090" Sallex Clear And Color Glass By 'Eastman Chemical Co.' _ .090" SentryGlas By 'Kuraroy America, Inc.' _ .090" Bulacile PVB By 'Kuraroy America, Inc.' HEAT STRENb GLASS ,� GE -1200 4..L).075" it o I Z g 0 L Z (T.zQ � i g O o 0u-' a Q, �.SILICONEI nSILICO0 (i eiDOW tqDOW Q 1DOW ,�$Qcitvil�_�� tN0D A Q W ,1 4J 6 1L 2 N l a J D M Q J no 0 J 1 899 {� I II DDV 995 899 1.��7DOW 995ilt-a--rti OOW 899 souOPTIONAL � 5/18" GLASS NOMINAL 7/16' TYPE '2' GLASS NOMINAL TYPE 7/16" "3' GLASS ALL GLASS TYPES NOMINAL TYPE '6' II � 1 MANCE VALUES OF IMPACT RESISTANT WINDOWS SH NO UTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OETNLS PERFORMANCE. VALUES OF IMPACT RESISTANT WINDOWS NO SNuTTERS REQUIRED REFER TO SHEETS 5 THRu 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHURERs REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS ( ) a g 3 i tJ Lam] S z o z °° iI g ti Z U) K O Iv Q LTJ N 11,3=N 0) 0 _P. N M 17 3 Z Z L� O O U 53 Q r- pn Fri C o C o ,n 1 N n -1 W WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' CLASS TYPE '6' WINDOW DIMS. CLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) 1NT. (-) 20" 110.0 194.3 110.0 195.0 110.0 195.0 20' 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 24" 110.0 161.9 110.0 195.0 110.0 195.0 24" 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2" 110.0 195.0 110.0 195.0 110.0 195.0 28" 110.0 138.8 110.0 195.0 110.0 195.0 28" 76.7 83.3 110.0 120.0 110.0 120.0 37" 26' 110.0 145.4 110.0 195.0 110.0 195.0 30'36" 110.0 129.5 110.0 195.0 110.0 195.0 30' 73.2 77.7 110.0 120.0 110.0 120.0 42' 110.0 128.1 110.0 195.0 * 110.0 195.0 * 32' 110.0 121.4 110.0 185.0 110.0 195.0 32' 80" 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8' 110.0 190.6 110.0 195.0 110.0 195.0 36' 107.9 107.9 110.0 195.0 110.0 195.0 36' 64.8 64.8 110.0 120,0 110.0 120.0 26-1/2" 110.0 137.5 110.0 195.0 110.0 195.0 40' 97.1 97.1 110.0 195.0 110.0 120.0 40" - - 60.0 60.0 60.0 60.0 37' 38-3/8' 98.5 98.5 110.0 194.5 110.0 120.0 42' 92.5 92.5 110.0 120.0 60.0 60.0 42' - - 60.0 60.0 60.0 60.0 42" 86.8 86.8 110.0 120.0 110.0 120.0 20' 110.0 166.5 110.0 195.0 110.0 195.0 20' 88.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 144.5 110.0 195.0 110.0 195.0 24' 110.0 138.8 110.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 120.0 26-1/2" 99.7 104.3 110.0 195.0 110.0 195.0 28" 110.0 118.9 110.0 195.0 110.0 195.0 28" 64.2 64.2 110.0 120.0 110.0 120.0 37" 50-5 8" / 74.7 74.7 110.0 120.0 110.0 120.0 30" 110.0 111,0 110.0 195.0 110.0 195.0 30" 66" 60.6 60.6 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 110,0 120.0 32' 42' 104.1 104.1 110.0 195.0 110.0 120.0 32' 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8' 96.7 104.2 110.0 195.0 110.0 195.0 36' 92.5 92.5 110.0 120.0 110.0 120.0 36' - - 60.0 60.0 60.0 60.0 26- 2" 110.0 120.0 110.0 120.0 T a cNsuo 0 n � elF v a co ,T sW 0§5 e 5 40' 83.3 83.3 110.0 120.0 110.0 120.0 40" - - 60.0 60.0 60.0 60.0 37" 80.0 110.0 120.0 110.0 120.0 42" 79.7 79.3 110.0 120.0 60.0 60.0 20' 66.4 66.4 110.0 195.0 110.0 120.0 4 - - 60.0 60.0 60.0 60.0 20' 110.0 145.7 110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8' 63.0 83.0 110.0 195.0 110.0 120.0 24" 110.0 121.4 110.0 195.0 110.0 195.0 28" 48.9 48.9 110.0 120.0 110.0 120.0 26-1/2" 74-1/4" 46.8 46.6 110.0 120.0 110.0 120.0 26' 103.8 104.1 110.0 195.0 110.0 120.0 30' 72' 46.0 46.0 110.0 120.0 110.0 120.0 37" - - 59.8 59.8 59.6 59.8 30'97.1 97.1 110.0 195.0 110.0 120.0 32" 43.6 43.6 110.0 120.0 110.0 120.0 37' 77" - - 56.3 56.3 56.3 56.3 * * 32' 48" 91.1 91.1 110.0 120.0 110.0 120.0 36' - - 60.0 60.0 60.0 60.0 36" 80.9 80.9 110.0 120.0 110.0 120.0 32' - - 60.0 60.0 60.0 60.0 * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B .o 40" 72.8 72.8 110.0 120.0 11U.0 12U.0 30 76" - - 60.0 60.0 60.0 00.0 IS USED 42' 89.4 69.4 110.0 120.0 60.0 60.0 20' 52.0 52.0 110.0 120.0 110.0 120.0 0 S 'A n v 0 ". V o r n '$ '0„ '� o a n a a ' b b 20" 110.0 129.5 110.0 195.0 110.0 195.0 24' 43.8 43,8 110.0 120.0 110.0 120.0. ,H* SI3 X 77 APPLICABLE TO FLANGE FRAMES ONLY a • • • • • • 7� • • 24" 98.0 107.9 110.0 195.0 110.0 195.0 28" 78' 38.1 38.1 110.0 120.0 110.0 12� • S 5 ET 1 • • N -- 0 LL c = - -, 28' 88.2 92.5 110.0 120.0 110.0 120.0 ' 30"r" - - 110.0 120.0 60.0 60.011 • • • • • • • • • • % 1/8" gill. TEMP, GLASS AIR SPACE 1/8" ANN. GLASS IN TERLAYERS- 1/8" ANN. GE1209EGE-1200 1111OOV DOW 1/e" _ .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090' Soflex Clear And Color Glass By 'Eastman Chemical Co.' _ .090" SentryGlas By Kuraray America, Inc.' .090" Bulacile PVB By 'Kuraray Americo, Inc.' GLASS 995DOW 899 EDGE SPACER1' TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS INTERLAYERS- 1/8" TEMP. iiiiiii SILiCDNE DOW _ .075" Sees CP With PET Core By 'Eastman Chemical Co.' _ .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' _ .090" SenlryGlos By Kuraray America. Inc.' _ .090" Butocite PVB lay 'Kuraray America, Inc.' SQUARE BEAD GLASS OPTIONAL ALL GLASS TYPES ` 995 699 IL��T�I s�1 rio ill �V � o O m O F Z Q f ry M d o scy 0 e C OU n v 7 � O 011;12 0. < p Q d Q w 3 E E. w pj _ST. Li: LNV Q W 'i 2 a' Z a i U XL EDGE SPACER 'CARDI /XL ��`STEEL BY 'CARDINALR'Or161111101�C d 1 BLOCKS STEEL BY OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 3/4" GLASS zETTL TE BLOCKS 5Y. EPDM DURASEAL BY 'OUANEX' DUROMETER 85±5 OR INSULATED SUPER SPACER BY 'QUANEX' 3/4" TYPE '2A' GLASS 2ETTL 7E EPDM DUROMETER 85±5 INSULATED TYPE '3A' 1 3 3 w E c0 Sn 0 , on U to Z m N U") ,i ft n o `. o W O l, CD (A N n e 3 M 0 r7 m 0 10 ZZ� N 30_ n O Q J U .- PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS WIRED NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE. '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '34' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' MOTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 20' 110.0 194.3 110.0 195.0 20' 98.8 112.6 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 24' 110.0 161.9 110.0 195.0 24' 85.8 95.4 110.0 120.0 26-1/2" 110.0 203.0 110.0 195.0 28' 110.0 138.8 110.0 195.0 28' 76.7 83.3 110.0 120.0 37" 26• 110.0 145.4 110.0 195.0 30" 110.0 129.5 110.0 195.0 30' 73.2 77.7 110.0 120.0 42" 110.0 128.1 110.0 195.0-* 32' 36„ 110.0 121.4 110.0 195.0 32' 6O" 70.2 72.8 110.0 120.0 19-1/8" 110.0 190.8 110.0 195.0 36' 107.9 107.9 110.0 195.0 36" 64.9 64.8 110.0 120.0 26-1/2" 110.0 137.5 -o 110.0 195.0 40' 97.1 97.1 110.0 120.0 40" 60.0 80.0 - - 37" 38-3/8' 98.5 98.5 110.0 120.0 42' 42' 92.5 92.5 110.0 120.0 42' 60.0 60.0 - - 42' 86.8 86.8 110.0 120.0 L ^ 20'.i u v M w c S ¢ R O a 9 Di u § B i E d b rc Y Pn e _ 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 73.4 110.0 120.0 26-1/2' 99.7 104.3 110.0 195.0 28' 110.0 118.9 110.0 195.0 28" 64.2 64.2 110.0 120.0 37' 50-5/8' 74.7 74.7 110.0 120.0 30" 110.0 111.0 110.0 195.0 30' 66' 60.6 60.6 110.0 118.2 42' 65.8 65.8 110.0 120.0 32• 42" 104.1 104.1 110.0 120.0 32' 57.5 57.5 110.0 112.2 19-1/8' 96.7 104.2 110.0 195.0 36' 92.5 92.5 110.0 120.0 36' 60.0 60.0 - - 26-1/2" 74.9 77,9 110.0 120.0 40' 83.3 83.3 110.0 120.0 40' 60.0 60.0 - - 37" 63'K 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 - - 20• 110.0 145.7 110.0 195.0 24' 56.1 56.1 109.3 109.3 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 95.3 26-1/2" 74-1/4" 46.6 46.6 90.9 90.9 a 28' 104.1 104.1 110.0 120.0 30' 72" 46.0 46.0 89.8 89.8 37' 59.8 59.8 - - NOTE: �, 113 � « o - o�o3y' '2 '-' m •r48' 30' 97.1 97.1 110.0 120.0 32' 43.6 43.6 85.0 85.0 37" 77' 56.3 • •-• • • • • • GLASS CAPACITIES ON THIS SHEET ARE 91.1 91.1 110.0 120.0 36" 60.9 60.0 - - •50.., • •• B SED ON ASTM E1300-09 (3 SEC. GUSTS) o 4 x _ -, 36' 80.9 80.9 110.0 120.0 32' 60.0 60.0 - - * LIMT MAX. LOADS TO 171.0•PSF • • • • • • • • 7�1�1 FLORIDA BUILDING COMMISSION POINT LOCK BY �.NETRLOaC' 8 ;-,c 1 $ _.45 - � •• 8 - •• v .- , 40' 72.8 72.8 110.0 120.0 36' 76" 60.0 60.0 - - WHEN MULE DECliARATORY STATEMENT DCA05-DEC-219 IS USED • • • • • • • • • • • • 120.0 20' 52.0 52.0 101,3 101.3 42' 20" 69.4 110.0 69.4 129.5 110.0 110.0 195.0 24" 43.8 43.8 85.4 85.4 ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY Engr JAVAD ABM) PRODUCT REVISED 24' 98.0 107.9 110.0 195.0 28' 78' 38.1 38.1 74.3 74.3 SEE SHEET 1CML FLA. PE 1 70592 CAN. 3538 m emptying with Ole Florida 28' 92.5 92.5 110.0 120.0 32" 60.0 60.0 - - • • • • • • • • • • • • • • • • Building Code Acceptance No �'F 061 r1.1�1 30' 84.4 86.3 110.0 120.0 20' 41.5 41.5 80.8 80.8 • • • • • • B .talion Date W3Rq• 2Q�S 32' 54' 80.9 80.9 110.0 120.0 24' 34.9 34.9 88.0 68.0 • • • • • • • • • 46.41011 / BY [�/, �� ' l 1 drawing no. 9 W98-100 36' 71.9 71.9 110.0 120.0 28' 84" 54.5 54.5 - - NOTE: • • • • • • • • • • • • jl 20�� , u Mi. Dade Product 40 64.a 6a.a 10.o tzo.o 30' s1.2 st.z - - LOAD/AREA LIMITS PSF 16.34 S0. FT. I 42' 81.7 61.7 110.0 120.0 32' 48.3 4e.3 - _ FOR +110.0, -120.0 = +110.0, -195.0 PSF = 10.00 SO. FT. (sheet 4of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS FLANGE FRAME (APPLIES '1'0 ALI, FOUR SIDES) U\ RI*. \ ,v i o I ' ' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/e' THK. MIN. Z P f' f g 6 F O °m O 0 G a oQo g df h O lg • Q ;LL N LL z of g Q 6 g x g 0o .. j ' SEALANT IM �g r� � SEALANTp-..,.....ir-11 i-'i � Wi_�I111h. ►_�� . ' <. v . %-"T' V. z :. J\/ 2 1 6' • .. . .• = a c `v. z e \m 2 1 8' . vv a .°- v., _ ^ �. •1- ��II ov.°. v 3 MIN. R71 d \ 2-1/2' MINT MIN. .. 2-1/2' 1' MIN. MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' J � z O 0,' i N h 43 z r7 pNp n'r ow ° c 4 = ^ rn VI rn so Z - g'''' _ O_ g Q V' O _ U. -g MATERIA!: PRESSURE TREATED MATFRIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES 11 TYPICAL ANCHORS SEE L1LV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 7-r--.1-1 1/8' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION rtaii-ril SEALANT I I SEALANT roe r�� I`I t �J Il- xx 6 M1 '..IO ` \ N \ `I' ' .I ��` � N ^raalarUmalama111 It II o c y o 0 056 : 5 '' d i g 6 W G k S S i; g 2 a' e 111 . ,: a a 'd 2 1/8' cL---�1 -- . • BUCK INSTALLATION BY OTHERS a• v v ° _ MIN. , - BUCK INSTALLATION BY OTHERS ATTACHMENT TO .1' MIN'- 1' MIN' APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATFRIAI PRESSURE TREATED _ _--ESSURF TRFATED �, oon801?. y v o " R 3 S TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD •• ••• • • • • • •• ON ALL FOUR SIDES/USING WOQD ALUM CHANNEL • • • • • • • • • • • • • • • • It • • � o„ c . - .----, v cr 9 'I .- 3 — � i 9 3/4' X 1' AT ANCHOR X 3/4' X 1/8' 2-1/2' LONG / LOCATIONS Engr. JAVAD WAD CML RA PE 70592 PRODUCT REVISED an complying with Ore Florida CAN. 3538 ncceplmrce No Buildin CodeFiiiii • • • • • • • • • • • • • Rx (ration Date /7lre/. 10)8 drawingno. W98-100 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER • • • • • • • u • • • • • • • • ANCHOR I °CATION n ALT. • • • • M • 13y �.4i..._' � Munn Dade Product •, THEM TO THE BUILDING STRUCTURE. 1r WITH SHEAR CLIP sheet 5of 7 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) � �r' V i� 1 0 U p p ' JAL 11 TYPICAL ANCHORSSEE ELEV. OR SPACING SEE SHEET F6 FOR DESCRIPTION FOR ANCHOR PERFORMANCE VALUES Ja SEE SHEET 6 TYPICAL ANCHORSSEE ELEV. SEE SHEEP F6f OR SPACING TYPICAL ANCHORS SEE ELEV. SEE SHEET FCING 6 FOR OR ADESCRIPTION METAL STRUCTURES 1/8' THK. MIN. O 1 N Q 2 N d d w - p t) 0 rl 2 o a _. J � z tll LL 2 . Z if) ^ Z5Z(mVs Q W .1 2 il ci J z a v IIu-,NNY1If1""'' 1 3 8' / 111±] J =G! - t '� �� _ ►q► ''_ wpm • 5 ° ° _ N C % a \N 2 1/8' c v� v 2 1/8' T�iT \ vc v. ' _ MIN. - ^ 2-1/2" / 1' MIN MIN. a 2-1/2' 1' MIN. MIN. I T -' 3 z OT . N EioovMPl gi V 12 Z w us 0 " Ow o. OT 1 H N c n 0 N M m 0 r<7 n O 3 N Z Z 3.J, U INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAI: PRESSURE TREATED M EEQAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL /ATTACHMENT TOw ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURESa gg TYPICAL ANCHORS SEE FLEA FOR SPACING • SEE SHEET 6 FOR DESCRIPTION was TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION _ rF I 1/8' MIN. TYPICAL ANCHORS _ SEE SEV.E FOR SPACING T 1 I SEE SHEET 6 FOR DESCRIPTION 3 8' ari I �� l�BI �I� I- O F c W¢ a F W 0 4 . _ 4 _ _ �p :�` _ \ _ ' f , i L _J� s 2 7/6' I ° _: v a ' d 2 1/8' v veelll MIN. ATTACHMENT TOCI e - BUCK INSTALLATION BY OTHERS a 'v BUCK INSTALLATION BY OTHERS APPROVED MUI I IONS t• u1N , MIN. a INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD•9llCK•TYiE '4 o g y U r s i $ E MATERIAL PRESSURE TREATED • • •• :AATERIAL: 4SSel:REIED: •• c r^ TYPICAL INSTALLATION DETAIL •• • • • • • TYPICAL INSTALLATION DETAIL• Q - 1 \ •, § �v g 1 ii 5 • • • • • • • • • • • • ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD • • • • • • • • • • • • Engr. JAVAO AHMAD CML FU, PE 70592 • CAN. 538 • • PRODUCT -REVISED as complying with The Florida Building Crile AcccpMMICE Nu 15-0512. q • • • • • • • • • • • • L' .'roriouUnit •SOIL • •1$ 1 >l Browing no. I W98 -100)I WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • • • • • • • • • • V' �)� _ pA an Dade Product Cot sheet al of 7 ) ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS TO SHEET 5 FOR DETADS PERFORMANCE VALUES OF INSTALLATION ANC]IORS REFER TO SHEET 5 FOR DETAILS ( (4)'REFER ANCHORS 11/0 SHEAR CLIP ANCHORS WITH SHEAR CLP ANCHORS 14/0 SHEAR CWP ANCHORS 111TH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLP o WINDOW DIMS. AT 17" O.C. AT 10" O.C. AT 17' O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10' O.C. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17' O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. ,. i 7 eP WIDTH HEIGHT EXT.(+)/INT.(-) EKT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/1NT.(-) EXT.(+)/INT.(-) O ca j 20' 195.0 195.0 154.8 195.0 32' 133.2 195.0 76.4 122.2 19-1/8' 19b.0 195.0 149.4 195.0 imp a 24' 195.0 195.0 129.0 172.0 36" 78' 118.4 189.5 67.9 108.6 26-1/2" 26' 195.0 195.0 107.8 ry Q F N 1 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37" 195.0 195.0 77.2 161.8 115.9 g f M 30' 150.0 195.0 103.2 137.6 24' 173.1 195.0 99.2 158.8 19-1/8' 195.0 195.0 151.9 O d 32' 36" 168.8 195.0 96.8 129.0 28" 78' 148.4 195.0 85.1 136.126-1/2' 38-3/8' 791.2 195,0 109.6 195.0 146.1 O. p 36' 150.0 195.0 86.0 114.7 30' 138.5 195.0 79.4 127.0 37" 136.9 182.6 78.5 104.7 u. 40' 135.0 180.0 77.4 103.2 32" 129.8 195.0 74.4 119.1 19-1/8' 195.0 195.0 153.5 191.9 0 t1 V V p 42' 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2' 50-5/8' 193.2 195.0 110.8 136.5 i� C' ", & 20' 195.0 195.0 132.7 176.9 24" 195,0 195.0 110.6 165.9 37' 138.4 173.0 79.3 j g C g 24' 192.9 195.0 110.8 147.4 28' 94' 165.3 195.0 94.8 142.2 19-1/8" 195.0 195.0 123.3 99.2 195.0 Q 8. n 26' 165.3 195.0 94.8 126.4 32' 154.3 195.0 88.5 132.7 26-1/2" 155.7 195.0 89.0 155.8 Q cg 2 344 30' 42' 154.3 195.0 88.5 177.9 37' 63' 111.2 194.6 63.6 111.8 - Gj 43.6/1 J2' 144.6 192.9 62.9 110.6 42' 98.0 171.4 56.2 J l7 to 36' 128.6 171.4 73.7 96.3 19-1/8' 195.0 195.0 130.8 98.3 195.0 ! 3. 6/ 1 a �Y 40 115.7 154.3 88.3 88.5 26-1/2" 74-1/4' 184.7 195.0 94.4 151.1 �-- 42' 110.2 148.9 63.2 84.2 37' 117.9 188.6 67.6 108.1 -i 20' 195.0 195.0 154.8 193.5 -J ev N 24' 195.0 195.0 129.0 161.3 3 U 28' 192.9 195.0 110.6 136.2 141 Zn n 30' 48' 180.0 195.0 103.2 129.0 w � 32' 168.8 195.0 96.8 120.9 IIS--�`� TYPICAL U J6' 150.0 187.5 86.0 107.5 I..� ANCHORS: SEE ELEV. FOR SPACING 0 M 40' 135.0 168.877.4 98.8 L 1/4" DIA. KWIK-CON II BY 'HILT!' (Fu=163 KSI, Fy-157 K51) z V7 42" 126.6 160.7 73.7 92.1 1/4" DIA ULTRACON 'ELCO' ! ov 20' 195.0 195.0 137.6 195.0 BY (Fu=177 KSI, Fy=155 KSI) 0 N o (/7 in N 24' 195.0 195.D 714.7 172.0 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES N/77) N M M 28' 171.4 195.0 98.3 147.4 1-1/2" MIN. PENETRATION INTO WOOD a3 0 3 N 30' 54' 160.0 195.0 91.7 137.8 THRU 1 BY BUCKS INTO CONC. OR MASONRY 2 3 0 � o 32' 150.0 195.0 86.0 129.0 -a 4444 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ti o5 36" 133.3 195.0 76.4 114.7 o g 40' 1zo.o eo.0 se.6 Io33 DIRECTLY INTO CONC. OR MASONRY g U 0 42' 714.3 171.4 65.5 FIFA 1-1/4" MIN. EMBED INTO CONC. OR MASO 20' 195.0 195.0 123.8 98.3 185.8 •' '"'� - (GRADE 2 CRS) ^ 24' 180.0 195.0 154.8 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 29' 154.3 1x5.0 88.5 Be.5 132.7 = .090") INTO METAL STRUCTURES G ' 30' 60' 144.0 195.0 82.6 123.6 n § 6 = n 32' 135.0 195.0 ANCHORS W/0 SHEAR CLIP gNCHORS H1TH SHEAR CL[P STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) c 36' 120.0 leo.o 77.4 x6.6 116.1 103.2 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) aG o: 40' 108.0 162.0 81.9 92.9 _ `:41 a 4 1 42' 102.9 154.3 59.0 88.5 TYPICAL EDGE DISTANCE it Y g a 3 -20' 195.0 195.0 24' 195.0 195.0 146.7 117.3 195, 1NiO-CONCRETE AND -MASONRY = 2-1/�' MIN, INTO WOOD STRUCTURE 1" i 28' 775.3 195.0 100.5 164.2 140.7 = MIN. • • • • • I TO•METAr STVCT"RE e.3/4" MIN. ;o1 = - 7 n ^ 9 30' 66" 163.8 195.0• 93.8 •131.3 • • • • • • • • ca�o3E 32' 153.4 195.o ee.o 123.1 • • CO10A2E-1L AID NEPA 4SILLIOR JAMBS 1'C = 3000 PSI MIN. ••• •: !? o c_ LL o x _ , 36' 136.4 190.9 78.2 109.5 C-9: HDLG//1.ft: BLOCfipAT JAMBS I'm 2000 PSI MIN. • ., S 40' 122.7 171.8 70.4 98.5 • • • • •• • • • • • • $ 20' 795.0 195.0 129.0 180.8 Eng,: JAVAD AHMAD ML xxI 1 - 24' 187.5 195.0 107.5 150.5 FLA PE70592 '/3538 PRODUCT' REVISED as complying with We Florida N - z 28" 72" 160.7 195.0 92.1 128.0 • • • • • • • • CAN. • • • • Building Code 9 30" 150.0 105.0 66.0 • • • • • • • • Acceptance No 15-055 1n gg ' 120.4 • • • • • • Expiration Dale 1•-1511�l. /AuI $ $ .. g .. �. •`+ . 32' 140.6 195.0 80.6 112.9 • • • • • • • •„U: 15 i I 1 36' 125.0 175.0 71,7 100.3 • • • • • • • • • By / !GA. -drawing no. • • • • • • • • • Mizenlade Product Control W98-100 (sheet 6 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM DUCK FRAMING DETAILS r V ►1j 1 a I OF ALUMINUM RUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACRIES USE LOWER APPLICABLE VALUES. IO NDOII DIMS. WINDOW DIMS, WINDOW DIMS. Z 0 Q 4 N J El. d brut IZ O u. O t '0 Ol O O 0 , Q Q 8 o) h - �, � • O Q W 3 � •• � ZHr30'42.103.5 m32'100.7 f co U WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 20' 110.0 195.0 20' 105.8 120.0 19-1/8" 110.0 195.0 24' 110.0 195.0 24" 90.9 120.0 26-I/2'26. 110.0 185.0 28' 110.0 188.5 28'76. 80.5 110.3 37' 110.0 184.2 30' 110.0 182.4 30" 76.3 104.7 42' 110.0 152.4 32' 36' 110.0 179.5 32" 60.0 60.0 19-1/8' 110.0 195.0 36' 110.0 177.3 36' 80.0 60.0 28-1/2'38-3 8' 110.0 172.6 40" 105.8 145.1 20' 102.7 120.0 37' / 110.0 156.3 42' 97.0 120.0 24' 88.2 120.0 42' 95.7 120.0 20' 110.0 179.5_ 28' 78' 77.9 120.0 19-1/8' 110.0 195.0 24' 110.0 _ 159.6 30' 73.9 101.3 28-1/2' 110.0 154.7 28' 108.9 116.6 32' 60.0 60.0 3T 50-5/8" 94.0 120.0 141.920'110.0 120.042"89.8 120.0J 138.124'97.0 120.0 19-1/8'109.3 149.9Q�j 36'97.0 120.028'84' 85.5 117.3 28-1/2' 116.2T 111 3 � c� � I Z Si � i OO L a 1"'40" _42'95.0 u) � r m1-�_ N •- 3 M I 0 3 h Z_ Z � 3 V p 40'95.2 120.030'60.0 60.037'67.9 63,84.8 93.1�14 SMS42'96.0 120.0 32' 80.0 60,042" 60.0 60.0 AT 8' FROM ENDSI��20" 110.0 195.019-1/8'110.0 154.8 ,(Yj 17" O.C. MAX. AT JAMB 24" O.C. MAX. AT HEAD/SILL L1 24' 110.0 177.3 26-1/2' 74-1/4' 86.4 118.5 111 ��J� . JJJ X14 SMS 28' 110.0 160.9 37/ 60.0 60.0 I" „)� I - -�V 1' .-1) I - - ALJ AT 6" FROM ENDS 30" 110.0 154.8 19-1 8' 109.9 120.0 L�1C1L.1 17' O.C. MAX. AT JAMBS 32' 48' 109.1 120.0 26-1 2" / 76' 84.0 115.2 � ria �� to f r�o &M_� � 24' O.C. MAX. AT HEAD/SILL 36" 103.5 _ _ 120.0 3T 60.0 60.0 a ti Fr < N 99.8 120.019-1/8'108.3 120.0\„�_� rn\N regi..... 120.0 26-1/2' 77'82.7 113.6 ' Y_ r 20' 110.0 174.1 37' 80.0 80.0 ( cn 24' 110.0 152.0 METE 99.8 120.0 M. SKIM _I =��n� 28" 30' 95.5 120.0 °a, d' - 32' 91.9 120.0 a 4.' �' yr 36' 86.2 118.2e 1 '7YPICAL ANCHORS TYPE 'A' OR 'B' TYPICAL ANCHORS TYPE 'C' 40' 82.2 112.7 AT_6' FROM ENDS AND I\ AT 6" FROM ENDS AND t I O n N A i . $ LA t5E LA a g §2 42' 80.6 110.5 2 1/2" MIN. -I 17 O.C. MAX. Al" JAMBS AT 17" O.C. MAX. AT JAMBS EDGE DIST. l 17' O.C. MAX. HEAD/SILL 1• MIN.24' O.C. MAX. AT HEAD/SILL 20' 24' 110.0 97,0 153.2 133.0w INSTALLATION TYPE '5' INSTALLATION TYPE '6' 20' 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 30" 82.8 113.5 2BY WOOD BUCK OR WOOD STRUCTURES A - 1/4" DIA. KWIK-CON II BY 'HILTI' 32' 60" 79.4 108.8 (Fu=163 KSI, Fy=157 KSI) TYPICAL INSTALLATION DFTAII 36' 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 40' 60.0 60.0 1-t 4 MIN. EMBED INTO CONC. OR MASONRY /" 12' 600 60,0j 1/c OLA. ULIKACUN HY 'tLCO' (Fu -177 KSI, Fy-155 KSI) 20" 170.0 171.0 `L o abo go4� . E g 24' 107.8 120.0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 • ••• • .t5 • •• •• ••• 28' 95.9 120.0 1-1/4" MIN. EMBED INTO CONCRETE 2-1/4" MIN. 845 I- • • • • g • • • • a 'P:'' Y y u = - 30' 66' 91.3 120.0 EMBED INTO GROUT FILLED BLOCKS .065 �I.s9z I • I •• • •- • • • • • f••• • • oi w $ ;� r " b ^ 5 32' 87.3 119.7 C - 4114 SM$ (GRADE 2 CRS) T • • •• 1.1 • • l, 36' 60.0 60.0 .562 J- •• ••• • • •• 40' 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD - 1.436 - Ergr. JAVAD N1MAD CML PRODUCT RF.VISBO the Florid* 20' 110.0 154.5 .125 '903 ata 70592 CAN. c538 asm1105i14with Building Code, 24' 97.0 120.0 TYPICAL EDGE DISTANCE • • • • • • • • • • • • Actt ttuue No P 1s -o -12.V1 28' 86.0 117.9 • INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCi( • OPTIO L (�� • • • o „cr*Huc Date �S�ML;(. 2p18 30" 72' 61.7 nz.o INTO WOOD STRUCTURE = 1" MIN. 6063-r6 • • • 8063-r8 • • • 15 •it.,2 li By//..r...'.• �' ` drawing no. W98-100 32' 77.9 106.9 • • • • • • ••• • • ••• • • ptj.Producl , • if 36' 60.0 60.0 CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS em 2000 / = PSI MIN. (sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •