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WS-17-2651 Permit NO. W$-11-17-2651 `yOOREs y� Miami Shores Village M Permit Type:WindowslShutters 10050 N.E.2nd Avenue NW � , ' a ark Classification:Window/Door Replat:em Miami Shores,FL 33138-0000 Per Phone: (305)795-2204 Permit Stats:APPROVED FtORI�A Issue Date: 111812017 Fxpiration: 05/07/2018 Project Address Parcel Number Applicant 79 NW 92 Street 1131010170150 Miami Shores, FL Block: Lot: LAUREL JOHNSON Owner Information Address Phone Cell LAUREL JOHNSON 79 NW 92 Street (305)772-3579 MIAMI SHORES FL 33150- 79 NW 92 Street MIAMI SHORES FL 33150- __.__.____.... . Contractor(s) Phone Cell Phone Valuation: $ 15,419.00 PRESTIGE WINDOWS&DOORS (305)820-5999 _..__�_.. w.., ..,,...... ._.�..... .. ,.,..,.,. Total Sq Feet: 0 Type of Work:REPLACING 11 WINDOWS AND 1 DOOR OPE Available Inspections: No of Openings: 12 Inspection Type: Additional Info:REPLACING 11 WINDOWS AND 1 DOOR OPE Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.60 DBPR Fee Invoice# WS-11-17-65585 $3.30 11/07/2017 Check#:2692 $50.00 $210.10 DCA Fee $2.20 Education Surcharge $3.20 11/08/2017 Check#:2693 $210.10 $0.00 Permit Fee $220.00 Scanning Fee $9.00 Technology Fee $12.80 Total: $260.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,W OWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all fo oing in rm do ontra nd that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I ut oriz e b - do the workstated. November 08, 2017 Authorized Signature:Owner\'/ p Iicant trac r / Agent Date Building Department Copy November 08, 2017 1 J , RECEIVED T I. Miami Shores Village NOV 072017 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 51 ) FBC 20"A G 1 BUILDING Master Permit No. r V� 1 'Z(0✓ 1 i PERMIT APPLICATION Sub Permit No. i BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL { ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS s !OB ADDRESS: 79 NW 17Z S-17 i City: Miami Shores County: Miami Dade Zip: -3 I50 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: Address: NC.0 c1Z Srt City: (�(1�ailni �J1^prGS State: �) Zip; "331 Tenant/Lessee Name: Phone#: Email: AA / CONTRACTOR:Company Name: �«�G f.JK` �S (m �C Phone#:\"J�� —5 Address: '55oo NLA--) Ito% �33r. City: State: Zip: ly i Qualifier Name: \S11(5Q C,Zc�tVu�Zc� Phone#: State Certification or Registration#: C. 1zS ICoU7 Certificate of Competency#: DESIGNER:Architect/Engineer: A ( 35q—aoCo6 i Address: Ic.o Sw IZ r4V�- City: �d -hState: 4r 1 Zip:�(LZ i Value of Work for this Permit:$ 1�.�11g Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:_C(fi: Ina 1 I r)d—C7LJ6 n n u S 1 I Specify color of color thru tile: Submittal Fee$ Permit Fee$z��-� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ C—As.) Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 1 (Rev1sed02/24/2014) I Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application Is hereby made to obtain a permit to do the work and installations as indicated. 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 low 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 ost notice, the inspection will not be a roved and a reinspection fee will be charged. Signature Signature OWNER or AGENTNTRACTOR The foregoing i strument was acknowledged before me this The foregoing instrument was acknowledged before me this -k;) day of OGt 20 1'7 by day of mac# ,20 1- by LG C..c"GI JdhC15cl who is personally known to 'SL)ZZo,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath, NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: i Print: Print: ov P Seal: Seal: tp � Jessicary PGuor�Izale r n to of Florida Notary Public State of Florida d j My Commission GG 107252 Jessica Gonzalez oExpires 05/23/2021 f My Commission GG 1 252 APPROVED BY ( Plans Examiner Zoning Structural Review Clerk (Rev1sed02/24/2014) 9/1/2017 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY A Summary Report Generated On :9/1/2017 Property Information Folio: 11-3101-017-0150 Property Address: 79 NW 92 ST Miami Shores, FL 33150-2226 Owner LAUREL JOHNSON Mailing Address 79 NW 92 ST MIAMI, FL 33150 USA 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 �l Actual Area 1,518 Sq.Ft Living Area 1,160 Sq.Ft �k Adjusted Area 1,321 Sq.Ft Lot Size 7,500 Sq.Ft Taxable Value Information Year Built 1940 2017 2016 2015 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $187,841 $182,950 $181,331 Land Value $164,862 $164,862 $122,049 School Board Building Value $106,499 $107,265 $108,798 Exemption Value $25,000 $25,000 $25,000 XF Value $605 $605 $484 Taxable Value 1 $212,841 $207,950 $206,331 Market Value $271,966 $272,732 $231,331 City Assessed Value $237,841 $232,950 $231,331 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $187,841 $182,950 $181,331 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $34,125 $39,782 Taxable Value 1 $187,841 $182,950 $181,331 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Sales Information Note: Not all benefits are applicable to all Taxable Values(i.e.County, School OR Regional).Board, City, Re . Previous y g � Sale Price Book- Qualification Description Page Short Legal Description 29352- 10/13/2014 $280,000 4258 Qual by exam of deed CANADAY EXTENSION PB 41-71 LOT 15 12/13/2012 $100 28441- Corrective,tax or QCD; min consideration LOT SIZE 75.000 X 100 4049 OR 13017-2848 0986 5 01/01!1977 $1 00000- Sales which are disqualified as a result of 00000 examination of the deed 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: 5/31/2016 5500 NW 161st Street �o RE S T I G E Miami,FL 33014 Serving Keys to Palm Beaches P.305.820.5999 F.305.575.1587 WINDOWS &DOORS www.prestigewindoor.com LIC# WWW. P R E S T I G E W I N D O O R. C O M CBC1251687 Name: 10 A L td, J of Lm f(L Job#: p 1 Address: '"1�.lJ'79 UW glrtd Sit&) City,Zip: u i. S_ W.otfj)R M160 Tel: qQ�j g— Alt.Tel: Email: Reif Window/Door Replacement Contract Scope of Work Included: Additional Work Included:- Prepare floor plans and engineered wind load calculations 'Obtain all necessary permits for work to be completed Reshal. VV ff mol V, 0, p� 'Remove existing windows/doors and remove debris from jobsite _ �t 'Prepare existing openings to accommodate new windows/doors (jl� l& ` 'Adjust new windows/doors after installation *Pass all necessary inspections to close out permit Exclusions:Painting, windgw sill replacement,Fiberglass doors are Ilnfi�nishgd,no paint/stain Specifications:Impac V/ Non Impact WL Glass Color �L F�rJame Color _ Window Brand: Door Brand: a c een: 18x16 charcoal Fixed Single Hung Casement 2PNL Horiz.Rokr French Doors/Double or Singl Qty Qty LH RH XO ox AI IA LH RH Ell cra Sliding Glass Doors Oth De cripti n XO OX XX XXO OXX OXXO Qty ui SEE ATTACHED WINDOW/DOOR BR AKD WN C5 L Notes/SpedalInstructions: 0r � Q Subtotal for all MaterialsI�II Credit terms arranged for balance due rpenomg approveo creart application&oased on tmance Sales Tax INCLUDED company's terms&conditions) Total Contract Price $ 15 41q F-1 Credit Card(Auth F rm attached) Down Payment - 50 [Cash / Check# 140 x'10050 ri ll Balance on Delivery (there is a$30 fee for any unpaid/returned check *Balance on Completion $ � ) _ PLEASE READ BEFORE SIGNING *Final Payment Cannot Be He/ Due To Incomplete Warranty Work HOA Approval Req?: Yes / / ,o Mgmt Co: v 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 be collected by seller,and if any court action is needed,the buyer will be responsible for any costs incured 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. Laurie( JAnsan s/3 0 120/ Enka Muller 2- , 17 Accept d-Print Name Date Company Rep-Print Name Date �.�► ccepted-Signatur Company Rep-Signature Village Miami Shores , �pG19gZ fjt Building Department loss n , onion 10050 N.E.2nd Avenue e Miami Shores, Florida 33138r�INa� Tel: (305)795.2204 LoRIDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits I Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance, embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledg m/exit: ..-- Qua '/Ow i ature Date Print Name z � • C=) m c � o C7 M _ v < JOB DESCRIPTION: WINDOW AND DOOR REPLACEMENT 12 OPENINGS 12. 11. 10. 9. 8. 7. 6. g 2. Horizontal Rollei 3. Horizontal Roller 0 Window OX Window OX 74"x 51.5" 55.375"x 51.5" = KITCHEN FAMILY ROOM 60.2/60.2 65/65 M BEDROOM 2 NOA#15-0929.13 NOA#15-0929.13 egress 5 4.Casement 5. Casement Window Window 0 36.875"x 51.5" 36.875"x 51.5" :1 (D 64.8/64.8 64.8/64.8 NOA#15-0512.19 NOA#15-0512.19 Q c7 6. Casement 7. Casement - -- - --- Window Window C: 36.875"x 51.5" 19.5"x 38.25" 0 64.8/64.8 110/166.5 NOA#15-0512.19 NOA#15-0512.19 o DINING ROOM 8. Horizontal Roller 11.Casement LIVING ROOMBEDROOM 1 4 Window OX Window egress 60.75"x 57.75" 36.875"x 38.25" not doing 60.2/60.2 98.5/98.5 NOA#15-0929.13 NOA#15-0512.19 ENTRY DOOR 13. not replacing 2. 9. Single French 12. Horizontal Roller Door Window OX 3. 34.5"x 85.5" 36.375"x 38.25" 80/80 65/65 NOA#14-1015.04 NOA#15-0929.13 13. Horizontal Roller 10. Horizontal Roller Window OX Miam Shares Village ." "; ,'� •• Window OX 55.375"x 51.5" • %: a : • 60.75"x 57.75" 65/65 • APPROVED BY DATE ' ' 60.2/60.2 NOA#15-0929.13 • • NOA#15-0929.13 ZONING DEPT LAURF.L.J"INSONL (2)Vertical Tube BLDG 7 79 NVQ'92;STREET; Mullions DEPT j7 MIAMI yt-IORI �, FL 36150 2 x 6 x 85.5" ••• ••• 120/120 SUBJECT TO COMPLIANCE WITH ALL FEDERAL NOA#15-0420.08 STATE AND COUNTY RULES AND REGULATIONS . • . • . . . . • . . •. .. • . . .. .• •.. . • • •.. . . 08/17/2016-11:11 am RECEPTION V:1Projects\_2014-MPSW00 Wind Charts\Reference\00-MPS14.400 Series C&C(Current)Jeff.dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH 5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof T' to a(Sq Ft --"-- Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO DEP,IC'TTHE_WORST CASE'PRESSURES.'WORST CASE'IS Height 10 5 20 25 30 3 40 eight 30 15 20 25F_3_0__]_35 40 _45_ 50 DEFINED AS THE CRITICAL CONQITTON-OF-ANLUNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL COjgq ON$RE'Q FOR ' ITH THESE TABLES. -43.4 -42.4 -41.6 -41.1 -40.6 -4. •3 3 -53.6 -51.5 -50.0 -45.9 -47.9 -47.1 -46.4 -45.8 -45.2 2. TABLES VALID O L 4GS ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft q0.1 39.0 +38. 37.7 37. +3 -S6. 0-15 ft +q0.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3. TABLES VALID FQQR LL R P .APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 30°SHALE, ►ERF,Q B GINEER AS A SITE SPECIFIC CONDITION. 16 h -q' .2 -41.6 -01.1 -44.41 - :8 16 ft -54.4 52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE BUJJLByQ INL"`�E,A/IJ(`AVE OOF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 +3 -+3. 6 +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE 1DENTIFI.D)US PEAK 0 T. -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 - :3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 5. ALWAYS ROUND OF i:jE LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft 17 ft 6.CALCULATE THE TRIB E OPENING IN QUESTION(HEIGHT*WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 + , -+36.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.5 THE SPAN LENGTH(HEIGHT)MUL BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -45.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT�/3).USE THE AREA BETWEEN STRUCTURAL 18ft +41.6 +40,5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 OPENINGS AREAOF AN OPENING CANNOTT BE IDENTIF TRIBUTARY ED,THE MOST (30 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 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 -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 k +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +35.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -51.4 49.8..,_-49.2 -48.6 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL - ..__ MUNICIPALITY IN ACCORDANCE WITH CODE. 21 h +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 h +43.0 +41.9 +41.1 +4 4;,+39: +39: +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 -5 . - -1.- .6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 22 f[ +43.4 +42.3 +41.5 +4 . 40. +38.9 GENERAL NOTES' 23 ft -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 k -58.7 -56.4 -54.7 -5 ' =5♦1.5 .1 -49.51. TABLES ARE TO 8E USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 +4. + 40.3 .5 +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 755.2 -539- - 2 - .6 -50.0 CRITERIA AS OUTLINED HEREIN. 24 k +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +q1.6 +41.1 - +39.9 +39.6 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 25ft -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 k -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +q0.2 +39.9 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 26 ft -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 27 ft -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 27 h -60.7 -55.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 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. +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 -47.5 -46.8 -46.3 -45.8_ -45.4 $,L -44.8 __ -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR ESRONDING WIND VELOCITY,EXPOSURE,AND OTHER 28 f[ +45.7 +44.5 +43.6 +43.0 +q2.4 +4 -+41: +4_0:9' '28 h +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTMEN-GAfV.p P COEFFICIENTSA $ DVER-y ICTASOARRANTYAND FIED BY THE GOVERNING FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.5 -47.2 -46.6 -4. --4 .1 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFEREDtiEA29 k - 29 k 5.THIS SPECIFICAT90 Jf ISiTT��11 E� ER ANYPRODUCT APPROVED +46.0 +44.8 +43.9 +43.3 +42.7 +4 +41. 'y1: +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +q1.5 +41.2 CERTIFICATION. REFER TO(\[JYSFRA [TTED TEST CRITERIA AND OTHER 30 k -50.3 -49.0 -48.2 -47.5 -47.0 -4,. I4X' \ 30 ft -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DES[G CLATION'jNFATIONAND APPLICABILITY OF THESE TABLE VALUES WHICH IST V Y O E 'ACCORDANCE WITH GOVERNING CODES. +46.3 +45.1 +44.3 +43.6 +43.0 +41. + 18 1 +46.3 +45.1 +44,3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 q 6.ADHERE TO ALL IwiMP O TEM ORDINANCES. 32 h -51.0 -49.7 -48.5 -48.2 -47.6 -47. _ 6 -32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7,NO CERTIFICATION E0.ED F 'T E I RITY OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44,2 +43.6 +43.2 +42.7 T4;: 42.1 +47.0 +45.7 +44,9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PR EIN,NO ADDITIONAL CERTIFICATIONS OR 35 k -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -06.9 35 ft -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 •58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +49.2 +47.9 +47.0 146.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 ft +49,2 +47.9 +47,0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 h +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 a a ROOF HEIGHT -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 HEIGHT 50 h +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 1+46.2 50 ft +51.6 +59.) +•993 +46.5 W47.9,+47.4 +7.0 AW.6 +46.2 O 0 -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -70.5 -7.7 -65.8 -611.2 -630 •Gl.! Il. -60.2 -59.5 4 ssh ssk •• 5 5 +52.7 +51.3 +50.3 +49.5 +48.9 +45.4 +47.9 +47,5 +q7.1 +52.7 +56.3 +Sly+q)jf,S +4 48. .+17. 47.5 +47.1 60 k -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60 ft -71.8 069.& -.7. -69.4 -6491 063.6 -62.1 -66..3 -60.6 ELEVATION SO +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 +53.6 +5�.2 +,1.2 +50.1 +49. +49.5 148.zf 448.4 +48.0 WALL ZONE FIGURES N $ REMARKS DRWN CHKD DATE o n ]NIT ISSUE GSS TSB 03/05/12 5TH �D•.•FLORIDA BUILDING CODE ENGINEERING o m� r • ••• ••• o oz T 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 • • 2D�A 1 0 0A ' �J `Y J EXPRESS <o A z REV 2014FBC DGM TSB 06/10/15 • • • • • p -- t Mr • ••ASCF•7-10•CCAPrER�p • �oaPoa..E oF.,�E: m Ir ; am z •• 160 SW 12th AVENUE, SUITE 106 Oz I� m D�S1GN LOADS POF•COMPONENT6&CMDDING _ _ z N DEERFIELD BEACH, FL 33442 o m _ a MASTER PLAN SHEET a THIS DOCUMENT IS THE PROPERTY OF ENGWEERING E%PRESS, P:(954)354-0660 F:(954)354-0443 p p x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m y Q O �O m ADDITIONS, WRITTEN CONSENT OF ENGINEERING TO EXPRESS.ALTERATIONS, •:• /� (�_/Z r O • O m m ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT �1JLG i • E:HELLO@ENGINEERINGEXPRESS.COM p z I--� ® PERMITTED AND INVALIDATE OUR CERTIFICATION. • • • ••• • • • ENGINEERINGEXPRESS.COM • •• •• • • • •• •• MIAMI- MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 Vhisis MINISTRATION DIVISION T(786)315-2590 F(786)315-2599 AC TANCE (NOA) www.miamidacle.eoyleconomy &Doors treet 2 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 Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to.meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building oci Hurricane Zone. DESCRIPTION: Series"Sentinel 120"Aluminum Horizontal Sliding Window-L.M.I. •; APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel ll;Q•Atum. Joriz. Sliding":' Wdw. (L.M.L/ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 0312$/10 wits:mAtibn "G�'••; dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad*WvA,P. E., hearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptapee-mvnber axd.expiratioV date by the Miami-Dade County Product Control Section.• "" "'• ••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ,• 00 0606:0 LD41TATIONS: """ ' 1.Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per SBC requkhnents'• •••• 2.The Day Lite Opening's(D.L.O.)of maximum 495/8 inch(Width)by maximum.S5t'4-incU414eight). ;••••; 10 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. CM1AM1-MDADEWJ ' NOA No.15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 Page 1 t I t CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)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 per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202-94 ` along with marked-up drawings and installation diagram of a series &nt nel 120 aluminum horizontal sliding window, prepared by Certified;Tes 4 LaboMIM, Test•..• Report No. CTLA-3062W, dated 07/07/15, signed and seale&by Rarn;�t.E Patel, . .00.69 . . .9.6.9 P.E. 0000. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading D;Z FBC TAS 02-94 2) Large Missile Impact Test,per FBC,TAS',101•$4 0000. 3) Cyclic Wind Pressure Loading,per FBC, TP:9 X03-94•• *0000 along with marked-up drawings and installation diagram of as e r f es fixed wihtlow, to• •• qualify DuPont "Butacite" PVB interlayer, DurasealO and 3uper�pacej® msulati% glass spacer, prepared by Certified Test Laboratories TestRgort No:CTL•A-30 6*•*: WA, dated.03/03/15, signed and sealed by Ramesh C.Patel,Pte0000. . ••• • (Submitted under previous NDA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series project out window,to qualify DuPont`Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-1 r t - 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 Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact-Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a serigs "$entinel" aluminum horizontal sliding window, prepared by Hurricang Test Labor'albt , LLC,.... Test Report No. HT1-0080-0102-10, dated 06/04/10, signed 2nd.'sealld JV aVinu J. • Abraham P.E. •••••• •••••• (Submitted under NOA No. 10-0510.12) .... .... ;""; .... .... ..... ...... ... . ..... C. CALCULATIONS . . 1. Anchor verification calculations and structural analysis, comVIymg with TBC S'-1";- Edition (2014), prepared by Al-Farooq Corporation, daVd•0j/17/15 revised on • 05/11/16 , signed and sealed by Javad Ahmad,P. E. . 0 a 2. Glazing complies with ASTM E1300-09 ••• • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their .`Butacite6 PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-2 r 1 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 Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel,P.E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon,P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NDA No. 15-0512.05) 0 :so*:* 5. Testing Proposal issued by the Product Control Section, dal'ted'12/16/],4, signed by • Jaime Gascon,P. E., Section Supervisor. *00:00 ..•.:• (Submitted under previous NDA No. 15-0512.05) • 6. Laboratory compliance letters for Test Report No. HTL-0 9d*0102-10,'1Ssued by • .... •••• ... Hurricane Test Laboratory, LLC, dated 06/04/10, signed.,Wd.$ealeq.• y Vinu 09000• Abraham,P.E. 6 .. .. .. ...... (Submitted under NOA No. 10-0510.12) "'•'• • G. OTHERS ' ' "'••• 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Dooi or their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-3 Lu , 5 1/2-TYPICAL ELUMIOb 11 t' t 70' IA7-J - , FLANGE WIDTH BUCK WIDTH o ,F _ MAX. 5"MAX. M ME Z q 3 5'MAX. yl,+ HEAD/SILL nP. N z Q H a S. IE Al MTG.SRLE HEAD/SILL W. A C5 Tl M7G STILE 7 - N ILQQ 1 It II ii t II II F El II F II 6 8 0 E Il F II 7 6 0 N I� 1 � �-x M 11 Y. Lq N ED ,S M O II N 1 11 Q 7 L. F h iLy, II b y m tR a II �I LL Z IA o b V b D 11 11 VV N ffIIL---_ �02 q 555 JL----' u u u u B D S 5 II \ m FALSE MUNINS ADDL ANCHOR REDD. n FALSEµUMINS ADDL ANCHOR REDD. 32 7/8' 32 7/B' '^ 32 7/8' 32 7/6' AT CENTER OF ALL PANELS (SURFACE APPLIED) AT CENTER OF ALL PANELS p (SURFACE APPLIED) OPTIONAL D.L OPG. D.L.OPG. FIXED OR OPERABLE O�i OPTIONAL D.L.OPG. D.L OPG. FIXED OR OPERABLE ABOVE 30'PANEL WIDTHS 0 Of ABOVE 30•PANEL WIDTHS 35 3/8' AT HEAD/SILL _U 36 3/8' AT HEAD/SILL WIDTH - "•..., VEAL WIDTH C _ EQUAL LEG FRAME D w o ATsG 0 & FLANGE ADAPTOR FRAME �N " 710• BUCK WIDTH 73 5/18' Q ' S' . HTIMAX. MAX P. HEAD SILL mg SERIES SENTINEL 120 0 EAD/SILL `I,1 z A2 Ip MTc.STILEg ALUMINUM HORIZONTAL SLIDING WINDOW PRODUCT REVISED - DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER as com Iying with the Florida Bullding Coda CHARTS SHOWN ON SHEETS 2 & 3. NOA-No. 15-0929.13 C A I II APPROVAL.APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expiration Data 09/2212020 o R €6 E2 F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY gy c fi e ii 6 u 6 / APPROVED WINDOWS USING MIAMI-DAOE COUNTY APPROVED MULLIONS Mlam a e ro uc Control a$u a =— / IN BETWEEN. o $$$ #1� = �/� LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL -�A j d '/ WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS n b a C3 _ �' I ii a INSULATING LAM. GLASS q b Y oo b A II ••• •THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LARGE MISSILE IMPACT u 'a o II RE SMALL MISSILE IMPACT UIgplLjTS eF VHE 291•(5TH EDITION) FLORIDA BUILOING CODE � IT =___ _ „ ,• TYPIGA LEVATION FLANGE WIDTH FLANGE WIDTH o °. 5 1/2- 4�� MAX. rn m 3 MAX. 5'MAX. Z v� HEAD SILL 5• mw "+ HEAD/SILL NP. ml'S TYP. ivZ q w A C MTG.STILEU 9 - -IdfC.STILE C••W 1Qp !e` �7r a II it II E II F F Et ii F 11 li F I 8 a w r ❑ II V 4, 47— j �7_ p a o 6 U a r __ _= ii ./ I •/ `�+ \o _ II n x „ h 3, fl ii ii c�i N .9 a I� ii Z C __JL___ _ .____ =1E=_ _ __Ir__ 11 II a W --�r--- n - ❑ u n ii Ii BI II II N�� O 5 5II II 5 n ♦ ♦ C o' FALSE MUNTINS ANCHOR REOD. FALSE MUNRNS -ADDL.ANCHOR REGO. (SURFACE 4P LIZ 24 1/2' 49 j/,��ADOL AT CENTER OF ALL PANELS (SURFACE APPLIED) 24 1/2' 49 5/8” AT CENTER OF ALL PANELS OPTIONAL D.L OPG. D.L.OPG. FIXED OR OPERABLE OPTIONA D.L OPC. D.L.OPG. FIXED OR OPERABLE O .oma.. ABOVE 30'PANEL WIDTHS AT HE 30"PANEL WIDTHS (]ofof ,t 28• AT HEAD/SILL 28 AT HE VENT MOTH VENT WIDTH C FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 3I n M M n BUCK,MDTH p R 5� 13 MAX76- 12• ' v� FD U i-" HFAO/SLLL 5'7Yp_ HERO/SILL 1.'7 0 A2 �- _MTG.STILE \�o s 8 n u u E2 II F � II II F � c 6 ° II 8 II 11 8 U go � (j )� 11 •� II "� eta �a I( n u x n O I II II u U Z N o II II �1 o p •it 11 • • • • • • • II • •• • • • • • c . ii it it • m••• • • • • ••• • \``\11111 1 TA' II II i • • • • • • • • \ i B2 II it •• •• • • • •• \\ \�4+!;. ;��s'q",,�A o so PRODUCT REVISED as eom Iying with the Florida 92 • ••• • • ••• ••• Building Coda FALSE MUMS • • o.NOA-N19-0929.13 9 (SURFACE APPLIED) 24 1/2•♦\ 49 5/8' g g • • -0 �O�- D.L OPO. 'D.L OPO. • • • • • • • • • EaplraO08u 4 0812212020 ��"'• TE OF •.•.�(/� drawingv no. •• • . . •• •. tdgY 1 oriio►.: �: 28• ••• • ••• • BY 201 .✓ G' ,\ W10-18 VENT WIDTH mlam }7. a Pro uc —rol A TNAL��\\\ FIN FRAME IIT I I 111 sheet 1.1 D111 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �� (XO OR OX SIZES) (XO OR OX SIZES) I 0 STD.MTG.RAI. N.D.MTC.RAN. STD.MTG.RAIL N.D.UTG.RAIL R.D.MTG.HAIL ro n 3 c1AS8 TYPHS GL633 TYPYS GIASS TYPES GIASS TYPES GA59 TYPES y m FIANCE DIMS. BUCK DIMS. 'A'k'Al','B'k"B1' 'B'k'BL' FLANGE DMS. BUIX DINS. 'A'k'AI'• WIDTH HEIGHT WIDTH HEIGHT EXT.(+) IM.(-) EXT.(+) IM.(-) WIDTH HEIGHT WIDTH HEIGHT FXT.(+) IM.(-) 26-1/2" 25=1/2" 65.0 85.0 80.0 90.0 55-3/4" 54-3/4' 65.0 55.0 80.0 90.0 65.a 65.0 37" 26" 36' 25" 65.0 65.0 80.0 90.0 6-15/16 26' 7-15/16 25' 85.0 85.0 80.0 90.0 05.0 65.0 ypy11 53-1/8" 52-1/B" 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' 65.0 65.0 50.0 90.0 85.0• 55.0 O C 74' 73' fi5.0 65.0 80.0 90.0 55,1/4" 54-3/4" 65.0 65.0 80.0 90.0 'fi5.0 65.0 N I�•, zI 28-1 2" 25-1/2" 65.0 6. 80.0 90.0 8-15/16 38-3/a` -15/18 37-3/8" 65.0 65.0 80.0 90.0 85.0 65.0 0 `0�{t1 37' 38-3/8" 36' 37-3/8" 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' 65.0 65.0 80.0 90.0 65.0 65.0 0' K W 53- e' 52-1/8' 6.0 65.0 80.0 90.0 55-3/4" 54-J/4' 65.0 65.0 80.0 90-0 65.0 65.0 0 0.O 74" 73' 85.0 85.0 80,0 90.0 6-15/16 50-5/8" 7-15/16 49-5/B" - - - - 65.0 65.0 26-1/2' 25-1/2" 65.0 65.0 60.0 90.0 83-1/2" 82-1/2' - - - - 85.0 65.0 IL4z�.:6 37" 50-5/8 36' 49-5/8" 65.0 65.0 80.0 90.0 55-3/4" 54-J/4" 65.0 65.0 80.0 90.0 85.0 65.0 ..1 S g J SJ-1/8' 52-i/8" 65.0 65.0 80.0 90.0 8-15/16 83' 7-15/16 62",•• - - - - 65.a 65.0 a D7j m 4" 73' 65. 85.0 80.0 80.0 83-t/2' 82-1/2" - - - - 65.0 65.0 26-1/2" 25-1/2' 65.0 .0 80.0 90.0 37" 63" J6' 65.0 65.0 80.0 90.0 fit' U �n 53-1 8' 52-1/8' 65.0 80.0 90.0 C n 74' 73' 60.2 60.2 90.0 90.0 (1/3W) (2/3W) Vl N G O rl 4 (I/2W) (1/2w) O F N a G OPERATING VENTS TO BE 1/3 OF THE WIND0IV WIDTH y1 ut m 3NM I 'XO OR OX' " cz�N OPERATING VENTS E WINDOW WIDTH -9' c, 14"1VP. BUCK DIM.5 � K" BUCK DIMS BUCK DIMS e>,•I,lgg FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME w 3 FIANGE DIMS FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME •� n aa 00 ' ' ' • • •• EQUAL LEG FRAME "a g a • •• • • • • ••• • 1 717111111/,,� •• ••• •• • • • •• �� Jp°••••••. 7�i i L 6 PRODUCT REVISED = 0.7 92 L,,'�-�.J11 ae complying with the Florida s ` ;• ••• • • ••• ••• Buliding code _1•T �'�= o � v � 3TE:• • • • • • NOA-No. 15-0929.13 ' •&ASS:CAPfITIE VNWHIS'SHEET•4RE • E4 E4 • BASED•GN ASTJd 130:-'T (3 S .•GUS=S� -Plratioe0 to 09/2212020 gTEOF '' `` drawing no. *AND R.ORIDA WING C MMISSIO� �� ORtD>+.•'C9W10-�8 �. MTG. RAIL: H D MTG RAIL DECLARATORY STATEMENT DCA05-DEC-21 (Ilam- e Product antro �'�� Z�16 �I s`��OPdgL T1111117t77 sheet 2 of 11 • •• •• • • • •• •• ••• • • • ••• • • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �{�� q (XOX SIZES) (XOX SIZES) STD.MIG.RAIL H.D.MrG.RAIL ETD.MTG.RAIL H.D.MT! RAD��:T Z 3 C1d33 TYPES CL188 TYPES OLISR TYPES,, GLASS TYPE6 - y h FLANGE DIMS. . BUCK DIMS. 'A'&'A1','6'&'81' 'B'It'll, FLANGE DIMS. BUCK DIMS. 'A'&'A1','B'&'B 'B'&'B1' WIDTH HEIGHT 1TIDTH HEIGHT EXT.(+) INT.(-) En.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 73' 65.0 65.0 80.0 90.0 74" 73' 65,0 65.0 80.0. 90.0 65.0 65.0 n!Egg 106-1/4' 26" 105-1/4" 25' 65.0 65.0 80.0 90.0 106-1/4" 26" 105-1/4" 25' 65.0 65.0 80.0 90.0 65.0 65.0 S!y'AI 111• 110' 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 65.0 65.0 Q�1[GOY-1 C 74• 73' 63.0 65.0 80.0 90.0 74" 73" 85.0 BS.O 80.0 90.0 63.0 65.0 V'I 106-1/4' 38-3/6' 105-1/4' 37-3/8' 65.0 65.0 80.0 90.0 108-1/4" 38-3/8' 105-1/4' 37-3/8" 65.0 65.0 BOA 90,0 65.0 65.0 O"tq 111• 110' 65A 65.0 80.0 90.0 111" 110' 65.0 65.0 80.0 90.0 63.0 85.0 O Q Q Q o 74• 73• 65.0 65.0 80.0 90.0 74' 7J' 65.0 85.0 80.0 90.0 63.0 65-0 W` - 106-1/4' 50-5/8' 105-1/4- 49-5/8' 65.0 65.0 80.0 90.0 106-1/4' 50-5/8" 105-IIV 49-5/8" - - - - 65.0 65.0 Z"`II1^iiilll 111• 11 D" 65.0 65.0 80.0 90.0 111' 110' - - - - 65.0 mm 74" 73. 65.0 65.0 80.0 90.0 74" 7J' 65.0 65.0 80.0 90.0 65.0 65.0 JZgN t06-1/4' 83" 105-1/4' 62' 51.0 61.5 80.0 90.0 106-1/4' 53' 103-1/4' 62' - - - - 55.0 85.0 Q Ot E 111" 110" 60.0 60.0 80.0 90.0 111" 110- N C n n 0 F O l l (1/3w) (!/3W) (16p) (1/4W) (11/2W) (1/4W) o� U to Oona � N N� e ;I;- � OPERATING VENTS To BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' 'XOX' o0 5 U ; O X7-TYP. BUCK DIMS If'TYP. BUCK DIMS BUCK DIMS rg YAC = F 0 EQUAL LEG FRAME F6U ADAPT FOR FRAME _ >; FLAME `o FLANGE DIMS _I I FIANCE DIMS _ v FLANGE & FLANGE ADAPTOR FRAME •• ••. .. .. EQUAL LEG FRAME O Es •• ••• •• • • • •• Qy�_. '�� m •� PRODUCT REVISED NO0592 S • ••• • • ••• ••• as comp)ying with the Florida IY} ,V�: • • • • • • Bullding Code ` I SO APA;ITIE EN I9 SHEET$ARE • Noa-No. 19-0929.13 9 V E4 E4 • BASED•ON ASTI4 E130 (� (3 SE�•GUSIi l expiration bate 0 912 212 0 2 0 RIINYE!OF <(/ drawing no. ••AND FLORIDA BUIL9ING 6OMMISSIO . I��Y 4 1 201 �� s .!�C°R.D►.:'a � W10-111 10_1g STD MTG, RAIL: H.D. MTG. RAIL' DECLARATORY STATEMENT DCA05-DEC-219 Br 77i`S/OMAI�Ci� Mleml-0� a roduct on ro /1lj ljjjlllll sheet2,lot 11 • •• •• • • • •• •• ••• • • • ••• • • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY u ll(XO OR OX SIZES) (XO OR DX SIZES)STD.MTC.RAIL H.D.MTC.RAIL STD.MTG.RAIL H.D.MTG.RAIL H.D.MTG.RAIL Z ^m TYPS9 GL1a3 TYPEa CL153 TtPE9 GIA6a TTP&90BUCK DIMS. '1'k'AL', BkB3Bk B1BUCK DIMS. '1'k'Al','B'k'B1B'k' ' ''k'CS' },.WIDTH HEIGHT IXT-(+) INT.(-) EXT.(+) INT.(-) MOTH HEIGHT EXT.(+) IHT.(-) EXT.(+) INT.( FJCT.(+) I 25-1/2' 65.0 65.0 80.0 80.0 54-3/4• 65.0 65.0 80.0 80.0 65.0 65.0 0 11-ft 3fi• 85.0 85.0 8D.0 80.0 7-15/16 25' 65.0 65.0 80.0 BOA fi5.0 fi5.0 (L 52-i/8' 25' 85.0 65.0 80.0 80.0 82-1/2' 85.0 65.0 80.0 80.0 85.0 B5.0 a D 73^ 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 85.0 85.0 V j N 25-1/2'. 65.0 65.0 80.0 80.0 7-15/16 37-3/8' 65.0 55.0 30.0 80.0 65.0 65.0 VV ryryry�111 36' 65.0 65.0 B0.0 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 O R 37-3/8' 52-1/e' 65.0 65.0 80.0 80.0 54'3/4' 65.0 fi5.0 80.0 80.0 65.0 65.0 Q d I i 73• 65.0, 85.0 B0.0 10.0 7-15/16 49-5/B' - - - - 65.0 fi5.0 �n 25-1/2' 65.0 65.0 80.0 80.0 82-1/2' - - - - 65.0 65.0 16 z 38^ • 65.0 65.0 80.0 1 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 y ZZa 52-1/8' 65.0 65.0 80.0 80.0 7-15/18 02' - - - - 65.0 85.0 73• 85.0 65.0 80.0 80.0 82-1/2' - - - - 65.0 65.0 25-1/2' 65.0 65.0 80.0 80.0 ' 36' 85.0 65.0 80.0 80.0 - 52-1/8' 62• 85.0 65.0 80.0 80.0 Fi 73' 60.2 60.2 80.0 80.0 (1/3W) (2/3W) G(1/2W) (1/2w) G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH'XO OR OX'OPERATING VENTS TO D£ 1/2OF THE WINDOW WIDTH'XO OR OX' BUCK DIMS '��j�i 8 vj 4 FlN FRAME "�a FIN FRAME °es r e$ •. . . • . •• ••• s• • • •• J -•.'�'ILq^ E5 1 `� 'Q;•'VGENSF''V �� 1 L��1I PRODUCT REVISED - t 0•7 gl r c.mplyInpCod with the Florida I{7•• •:'�7= ,b 'll�-".rr��-SII • ••• • • ••• ••• Bullding Code '• M�!OTE• • • • • • NOA-No. 15-0929.13 GLAEj CAPEC1Tl�j9�OM TRS SHEET,ARE • E4 E4 • BASEC•ON ASTM E1,110-�19�3 S CC.� GUSTS) Expiration Date 0912212020 NATE OF � � drawing no: •*AND 41FLORIDA40WIbDINI»COMMISSI f7 •• gF 14AY 1 120' � �,S.,tOaiOR•�G`\ W10-18 STD. MTG. RAIL: H D. MTG. RAIL: DECLARATORY STATEMENT DCA05- EC-239 Nllami-O a roduot Gontro '7,�DAIAL 11% sheet 3 of 11 Iillllll • •• •• • • • •• •• ••• • • • ••• • • v U DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (KOX SIZES) (KOK SIZES) ' 0 STD.NIG.BAD. H.D.NIG.IGD. STD.NIG.RAIL B.D.M.BAIL H.D.NIG.RAD. Z q� j GL1S6 TYPES CIASS TYPES CIA95 TYPES GIAS9 TYPES aws TYPES 0N RUCK DlldB. 'A'k'AL', k'B1' 'B'k'B1' BUCK DIMS. T&11%'B'k'B1' 'B'k''B1• 'C1' 'C'k m WIDTH HEIGHT EXT.(+) INT.(-) IXT.(+) INI.(_) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) W.(+) INT.(-) IL i N :7 V o 73• 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 C 105-1/4" 25' 85.0 65.0 50.0 80.0 105-1/4' 25' 65A 65.0 60.0 80.0 65.0 65.0 0. N 110• 85.0 65.0 80.0 80.0 110• 65.0 .5.0 8(1.0 50.0 65.0 85.0 Q,O �• 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 50.0 65.0 85.01 N H 105-1/4' 37-3/e' 65.0 65.0 50.0 80.0 105-1/4• 37-3/8• 65.0 65.0 80.0 50.0 65.0 65.0 F/ 110• 65.0 65.0 80.0 B0.0 110" 65.0 65.0 80.0 wo 85.0 65.0 O 73• 85.0 65.0 80.0 8D.0 73" 85.0 65-0 80.0 80.0 65.0 65-0 0 3 N 105-1/4` 49-5/8' 65.0 65.0 80.0 80.0 105-1/4• 49-5/8' 110" 65.0 65.0 80.0 80.0 110' 73• 65.0 55.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 4 V 8 R J 105-1/4• 62' 61.6 61.8 60.0 80.0 10.5-1/4' 62' 17p• 60.0 50.0 80.0 80.0 110' - - - - 65.0 1 65.0 c S 3 N U � M N 1w) (I/4W) (I/2W) (I/4W) 0 Fy (1/3w) (1/3W) ( % 2 %4 0 $ C�No OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH tv M OPERATING VENTS TO OE 1/3 OF THE WINDOW WIDTH � p M n 'X0X' XOX' o U o9 O BUCK DIMS 2 o FIN FRAME h u � u •• •.. FIN FRAME o g • •• • • • • ••• • \\\\ 111 11 1 •• ••• •• • • • •• ��` pulp`-•••••..!1lgQ7% i r ,:•V ErrsF � , PRODUCT REVISED 70582 ' Ba eom 1yIngg with the Florida • • ••• ••• • ••• Building Coda •?M,OTE! • • • • • NOA-No. 15-0929.13 CLAS CAPACITIES•-OHO THIS SHEE:ARE • • • Expiation Date 0912212020 OF Browing no. E4 E4 SASE 4pN AS E13j}0�f9(3 SLeC. GU9Tf5) .t� •CAND fLORIDA*9W14DIA6 OMMISSI� •• e / q iC� C' ...��''C9��`� W10-18 STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05- EC-21'9 miam D e 5-o uetcon 5-o UAY 1, 1 LD1(J ss/Q�A� YrlTll 11111\\ sheet 3.1of 11 • •• •• • • • •• •• ••• 0 0 0 ••• 0 • 1/8'HEAT STREN'D GLASS [� U 1/8'ANN. GLASS .075"Interlayer 075'Interlayer Sorlex CP With PET Core Sallex CP With PET Care 'Eastman Chemical Co.' By'Eastman Chemical Co.' 'j q 3 OR OR 011-- h _090"Interlayer 090'Interlayer 1/8`HEAT SIREN-D GLASS y °j Z zd -090"SafleClear ar Color Glass Sallex Clear And Color Glass uP Z a CO.' o. By'Eastman Chemical Co.' By'Eastman Chemical 0 Q OR OR 075'Intedayer O 090'Interlayer .090"Intertoyer SoPox CP With PET Care C U SenlryGlas SentryGlos By'Eastman Chemical Co. By'Kuraray Amerka,Inc. By'Kuroroy America, Inc.' OR _ D OR OR .090'Interlayer N m 090"Inlerloyer - .090'Interl PVB oyer SenlryGlas a o Kuraray Butacile KuraraA. G y But- PVB By'Kuraray America,Inc.' OOOp By'Kuraray America, Inc.' BY'Kuraray America,Inc.' O IL Q IX ANN. GLASS 1/8'HEAT STREN'D GLASS 1/8`HEAT STREWO GLASS 0ti SIL � g " ?71-" SILICONE SILICONE CO m GE CONE 1200 Q Out LL m CE 1200 = GE DOW CORNING 899 �i'Z O !; Z DOW CORNING 899 DOW CORNING 899 DOW CORNING 995 .,I V'd$ J MI DOW CORNING 995 M1 2Z to DOW CORNING 995 O M7 \ \O iii a W A� x n a N 0 0 c0yy 01 EB � E8 W E9 ,n WW Wi 1 4 POINTS ON LITES AT 1/4 POINTS ON UTES M7 AT 1/4 POINTS ON LITES M7 AT WIDER THAN 36' M7 WIDER THAN 36` WIDER THAN 36' 0 w n GLASS TYPE 'B' II.ASS TYPE 'C' GT.ASS TYPE 'A' in 5/16"NOMINAL IAM.GLASS 5/16'NOMINAL LAM.GLASS 5/18"NOM91AL UM.GLASS 1- a O T n m N u1 N C',j' � 1/8'ANN. GLASS 1/5"HEAT STREN-D GLASS rrrR O 3 r1"1' a .075"Interlyer .075'Interlayer C Z Sailex CP With PET Core SaOex CP With PET Care 'n By'Eastman Chemical Co.' By Eastman Chemical Co-' 12 F3O Q'�% OR .090'Inlerloyer 090"Interlayer 1/8'HEAT STREN'D GLASS U 0'� Sunex Clear And Color Glass SaBex Gear And Color Class By'Eastman Chemlcol Co.' By Eastman Chemical Co. .075'Interlayer C� OR OR Seliex CP With PET Core 1/4'AIR SPACE -090 Interlayer 1/4'NR SPACE .090"Int.dClas ayer 1/4"AIR SPACE By'Eastman Chemical Co.' SenlryGlas OR By Kuraray America, Inc.' By OR America.Inc.' 090'Inlerloyer _ 1/8'ANN.GLASS OR OR Sen las 1/8`HEAT STREN'D GLASS 090"Interlayer 1/8"HEAT STREN'0 GLASS y'O 090'Interlayer By'Kuraray America, Inc.' k$4 Kuraray Butodte PVB Kuroroy 9utaA a PVB By'Kuraray Amerlca,Inc.' By'Kuraioy America,Inc.' 1/8'ANN. GLASS 1/8'HEAT STREN'D C1A55 1/8'HEAT STREN'D GLASS PRODUCT REVISED d as complying with the Florida T Building code d s SILICONE SILICONE tTo7L-No. 1.x-0929.13 SILICONE t m GE 1200 m GE 1200 i m GE 1200 ? N DOW CORNING 899 Expiratlon Date 0912212020 S i N DOW CORNING 899 3 m DOW CORNING 899 y DOW CORNING 995 N 3 Mt DOW CORNING 995 B o M7 - DOW CORNING 995 N u M1 •• ••• • • • r, y •� S 3 1S u _ • • •• Miam- de Pro uct antral I • • • • XL EDGE SPACER o u o XL EDGE SPACER - XL EDC:SAW, el&�o,��••11• • • ST.OR STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' .� 4 • �-��'� 1"�YT"`'• ••• OR 1t ll l 111 I/7 OR OK • •• • • • a;• allRASEAL BY'QUANEX' aOR DURASEAL BY'DUANIX' TE •• DL"41.ITY4 AN% • • • OR0 OR ; JP•••'•S �i 1 E9 SUPER SPACER By'OUANEX' IA Eg SUPER SPACER BY'OUANEX' W-, E9 SUPER SPACER BY'QUANEX' _ � �P'•t7�F ��^ •�, M7 AT 1/4 POINTS ALL SIZES ' M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES y a • • r • • • • GLASS nMF 'Cl' GLASS nTYPE 'Al'A1 GUM TYPE ifl • 0,70'OVERALL . INSUL.IAM.CUSS 0.70"OVERALL INSUCLAM.GtS • ••• : • • • 0.30'OVERALL INSUL LAM.GLASS 8T OF .•<(/� drawing no. ••• ••• 14AY 1 12 0 Gt W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • EXTERIOR PLY OF GLASS TYPE'Al','Bi'& 'Cl- MUST BE TEMPERED. ••• • • • ••• • • TYPICAL ANCHORSMETAL FLANGE & FLANGE ADAPTOR FRAME 4" SEE-: " n•a,."�'-..+. -d_,•: I S•E--E EL.E_V•. w STRUCTURE 113Y FOR SPACING WOOD BUCK TYPICAL ANCHORS SEE ELEV. sx o FOR SPACING IMIAMI---OA_DE_COUNTY _A_PP_R—OVE_DEOGP*DIST a MULLION k MULLION ANCHORS EDGE DIST. SEE SEPARATE NOA ST. EDGE DIST. III ZOQ 1ZWLL- hq :FFlii ozAo D 1 -- - - ----- v o a pL (I TYPICAL ANCHORS TYPICAL ANCHORS 1 + SEE ELEV. FOR SPACING 6 I FOR SPACING LL II W 8m1� F 2 3/8'MIN. a4 . 0 CKS ANDjr.=74 STRUCTURE NO CGI WOW. SUSTAIN LOAOSED BY GLAZING S jl D TRANSFER THTHE BUILDING STRUCTURE. - ' li ICAL ANCHOEE ELEV.FOR SPACING2-3/8'MIN. DLA UITRArONLGO' (Fu=ITT Ksl,ry=155 KST) O 2BY WOOD BUCWOOD STRUCTURES2" MIN. PENETRINTO WOOD 1 BY BUCKS INNC. OR MASONRY N� -I 4" MIN. EMBEDCONC. OR MASONRY Loro .i WHEN USED THE MIN.WOO ;NDEPTH SHALL BE 2)6•.THECTLY INTO CONCASONRY GaODEEPER OR BEVELED WOOD`� PERI.TTED 4" MIN. EMBEDCONC. OR MASONRY w (� Fu=T{HSI,Fy=58 K51) '^ _o�� • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") Uo¢ INTO METAL STRUCTURES G� w STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $ PRODUCT REVISED TYPICAL EDGE DISTANCE o n 6 I as eompiyin with the Florida INTO CONCRETE AND MASONRY = 2-1/2' MIN. -R wg 'i ET i NOBuiA-Noing Coca INTO WOOD STRUCTURE = 1" MIN. u 3 V �" � NOA-No. 15-0928.15 Expiration Onto 0 912 212 0 2 0 INTO METAL STRUCTURE = 3/4" MIN. S µ9 , B WOOD AT HEAD, SILL OR JAMBS SG . 0.55 MIN._ W2 y .r one i t i 1 Mlam-0 oduct Control CONCRETE AT HEAD.SILL OR JAMBS Cc - 3000 PSI MIN. - WE ••• • • • • • •• C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm =2000 PSI MIN o 0 0 d 1 • • • . • • S • osa�aa • ap ' •• • • • ••• 1111111 • • • • a 1}14 •"•X 1-1j2" WEEP SLOT AT 4-1/8" FROM EACH W3 © DO ••• • • 2ND ONIT0 PLASTIC COVER W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END tea a W3 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END _ 7 82 *` $ a '.`�` •• • t1t. • • • • • qLy q q�a'•. ATE OF ,[(/� 9 EDGE IST^ SEE ELEV. 8 1 SEE ELEV. ••• •• •• uA i 1 LUl/� \S •••o....•'O W10-18 • - 1 - ' TYPICAL ANCHORS ..._o.. i • ' s v 1m' FOR SPACING FOR SPACING y �O�yAL�\\\\ WOOD BUCK Illj.jj111\L sheet 5 of 1) • • • • • • • • • • ••• • • • ••• • • FLANGE & FLANGE ADAPTOR FRAME 1/4 uAx � o - 1/4'MAX. BUCK WIDTH 3 SHIMSSHIMS VENT WIDTH VENT WIDTH FLANGE ADAPTOR FRAME 0 TYPICAL ANCHORSSEE FOR SPACINO O O 1/2 oN 8 NW 1 1/2 0 t a$IS1( 0 Ing 1 V4" _ WOOD B K 0 a y o •.—SCREENS OPTIONAL •- .._ .. .._.. .._.._.._.._.._.._.._..� WOOD STRUCTUR •� a _ as Jizm 18Y Q W f WOOD BUCKS EXTERIOR XOX LAYOUT TYPICAL ANCHORS o SEE ELEV. D.L.OPG. FOR SPACING N MIAMI-DADE COUNTY APPROVED MULLION O C k MULLION ANCHORS SEE SEPARATE NOA 1l1 BUCK WIDTH BUCK WIDTH O ALTERNATE E3 \ ^ 0 n SWEEP LOCK •O 1 OPTIONAL TO $$$ Ff_ T 2 SPRING LOCK N C o n Ij II � rI I _ S6 I I - _ - i CZ�•-- II I 1 O_n I .._ i .._.. ._.. 0 CO C, .._ .._._. ._.. O I I E2 L __J E4 TYPICAL ANCHORS SEE ELN.FOR SPACING ['MAX. c 1/4'MAX. BUCK WIDTH SHIMS W iY'•''0' SHIM a 3 1 VENT WIDTH u 3 1 O O 019g4�g TYPICAL ANCHORS O F TYPICAL ANCHORS SEE CINE 1 SEE ELEV. FOR SPACING 1 FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 .., o.. AND 6 APPLY TO BOTH FLANGE FRAME AND o /4. FLANGE ADAPTOR'FRAMES. _ - t i �Ir • �guu •• •�;• - 1luuiu,T METAL • • 11• • • • • Buildinoom Cade STRUCTURE • ••• 1• • '• •• _ ENSP SCREENS OPTIONAL PRODUCT REVISED 1 • as 1 Ing with the Florida _ aa - • • g EB ES E IO • %! - V OD BUCKS NIDA-No. 15-0929.13 � ]�. 1 • •.�.• > • Expiration Dae 0912-21202u Q• all OF r�(V� drawing no. XO LAYOUT D.L. A�. • • •• �`� OR19. G\`� W O-1 S •• • :c.'�': : • By I"Ay 1 1 �Q1 �i`SS� ryC�� Mlem Product %�NAL11L. sheat 6 of 1 • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS METAL EQUAL LEG FRAME SEE ELEV. STRUCTURE FOR SPACING IDY WOOD BUCK-\ TYPICAL ANCHORS ------------------- SEE ELEV. MLAMI-OADE C0UNnY APP I 11 MUUJOH&MULIJON AMC I I EE SEPARATE NOA FOR SPACING a 0 HORS OGE S 1 4 EDGE DIST EDGE ED DIST. DIST. 11 0 ---------- 4 in _R'1AA6I.. LM.UMRE 'ST. A ED DIST. 2 C3 'm o TYPICAL ANCHORS IL a TYPICAL ANCHORS VSEE ELEV. 0 4 SEE ELEV. FOR SPACING FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR MErAL STRUCTURES 2 TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. SEE FLEV FOR SAJCING z 3/8'MIN. 1/4.MM. BUCK MOTH SHIMS "2 2-3/8'MIN. cr C,U, 1 1/4" 6 -------- 0 jC C-4 P� v)"n 0 3� m 0' _j WHEN USED THE MIN.WOOD BUCK L' DEPTH SHALL BE 216.THE USE OF -DAD c' WOOD MIAMI E COUNTY E4 =EPCR BEVELED BUCKS IS APPROVED MULIJON MUW AENC14ORS SEE SEPZT NOA E6 N c BUCK WIDTH BUCK WIDTH TYPICAL ANCHORS SEE ELEV.FOR SPACING N E7 1 W2 M9 1 *0 000 0 9 0 9 0 WI M3 0 0 0 v 0 .00 --- 2 W3 a.: 0.0 _�A E2 PRODUCT REVISED ..."IyIng wIth the Florida o 0592 'd, 0 NOA-Nog 1115-0929A 3 E101ration Date 912212020 drcwIng no. "-.ALORND�--" W10-18 ".-ANWORS a OF EDGE 6isr. f.EE ELEV. isy \ TYPICAL AACHORS Nle* a By ro 14AY —SEE ELEV. R SPACI mi.ml- a Produc Con I ODD BUICX FOR SPACING TYPICAL ANCHORS ILLUSTRAT09 OTILS.ONLY SEE ELEV. YIN FRAME Exr.OR IN'r.FINISHES FOR SPACING A7-J'ol a NOT BY CGI z 1 1/2- z JL HOUSE WFAP TYPICAL ANCHORS: SEE ELEV.FOR SPACING NOT By Call JB SM (FU —74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD t) BACK80 a E3 CAULKING m. E7 0 41 0 0�j m WOOD STRUCTURE 1/4'MAX. BUCK WOTH NOT BY 001 c GAP c.4 -4 1/2'MIN. 1/2-MIN, cl- I 0 0 0 A L) BACKBEO CAULKING E7 OPT. W M9 HOUSE WRAP 0 Wl NOT BY CGI m 0 0 0 0 CXTC]RAOR d g W.3 E2 BAUBED . ...... PRODUCT REVISED 92 0 .5fp2lk�Mllh she Florida HOUSE WRA Building a . * NOT BY CGIP 0 NOA�NoP 1WO929.13 drawing no. W10-1 a 0 .0 :'zirstIZZ�&��!N2212020� -.1 000 0 so* 0 ky i W10_18 CAL ANCHORS /M.,ELFV. omylamkff!o�kne�Fyoduct Gontroi sheet 8 of 11 FOR SPACING MATERIAL LIER/RKMARKS TKU QUANTI'Iii DESCRIPTION El CG-100 FRAME JAMB 9 FIXED GLASS 6063-16 CGI EXTRUDER E2 1-113 FRAME SILL 6063-T6 GOT EXTRUDER Z 6063-T8 CGI EXTRUDER E3 CCI-102 - FRAME HEAD 6063-T6 CCI EXTRUDER 0 E4 CCI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER E5 CGI-104 - I W-K RAI[ C, 0 6063-TS CGI EXTRUDER q il 0 E5 CGI-105 - 6063-TB CGI EXTRUDER E7 CGI-106 - SASH RAIL 6063-15 CGI EXTRUDER a E8 CCI-107 - 5/16-GLAZING BEAD 6063-75 CGI EXTRUDER 0�R) E9 CGI-1 08 - 0.700"GLAZING BEAD fj n 6053-76 cGI EXTRUDER 0 EiO CGI-iO9 - FRONT FLANGE ADAPTOR 0 El I CGI-1 10 - NAIL FIN ADAPTOR 5063-T6 CGI EXTRUDER cp Ir r.Qc 0 IL 'a Ei2 CGI-135 TF FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER 0.3 6063-T6 CGI EXTRUDER E13 CG -IF FRAME HEAD 6063-T ER E14 C._I 9 IF FRAME JAMB -T. ER CG�__ - 1*MUNTIN 60 63 0 A E`15 _, a , 60 -T6 CGI EXTRUDER EIS CGI-14 - 2.5'MULIM _j E17 CGI-605 - SCREEN FRAME 6063-TS CGI EXTRUDER E18 COI-114 - SILL SNAP IN 6063-TO CO EXTRUDER EIS CGI-li5 - Mll Fill 6063-T CGI EXTRUDER E20 CGI-lis - I FRAME JAMB so 3-76 CGI EXTRUDER E21 - HD LOCK RAIL 6053-T5 CGI EXTRUDER 6083-T6 CW EXTRUDER E22 - IF FRAME SILL E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER 0 PVC MI CGI-382V - GLAZING BULB VINYL(DUROMErER 75-80 SHORE A) - FF- M2 CG 11 - SCREW COVER(oppoNAL) PVC — c a�r,o M3 CGI-I 2 3'0 ANCHORS EQUAL LEG COVER/SHIM PVC - m to,-g M4 - 0.700"X 0 040"BEAD GE1200 SILICONE SILICONE GE ?: .V) [ 0 SILICONE DOW -a M5 - 0-700"X 0.040'BEAD DOW 995 SILICONE DOW zu!I. MR - 0.700'X 0.040"READ DOW 899 - EPDM DUROMEITR 80±6 SHORE A - 2/LITE SETTING BLOCK M7 3 ME - PROTECTO WRAP WATERPROOFING OR EOUr4. PVC a M9 654 ROLLER 1"" MID CGI-12B 2 PER SASH ROLLER HOUSING NYi ON c: Mil W23 PILE WITH CENTER FIN WOOL DING ALUM. SULLIVAN L Mi2 C.,-12R 1 PER SASH EGRESS LOCK M M r,r. MIJ CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M NYLON M&M M14 391-N I PER SASH ANTILIFT BLOCK MIS - OPTIONAL RETICULATED FOAM 3a PPI M16 CGI--134 AMB SPACER PVC PROTOIYPE OR EQUIV. M17 A3073 4 1-32 .. as comp%l'"I with the Florida I PER WD.. LOCK ZINC TRUTH OR EQUIV. PRODUCT,REWSED PVC PROTOTYPE Building MIR CG-13 SASH STOP PVC PROTOTYPE NOA-No. Mill CGI-I 11 SCREW C R M70 CGI-125 2PER SASH NYLON M&M Expiration D.E.09122/2020 M22 - VARIES 1,11,41-0 WEEP COVERS PVC AMESBURY OR EQUIV 13Y 9 2 S2 - 2 OR 3 PER CORNER PH.SMS. ST/ST.ASSEMBLY SCREW S3 - I Ile EMBED. 1 /2'LG.PHL PH.SMS. FIN ANCHOR SCREW S4 - 4 PER WO. PH.5M5.Sl/�l tjALANCE BRACKET SCREW 2 PLR WD. B X 1�I.G.F-H.SMS. ST/ST-SPIRAL B-ASSEMBLY S6 - 6 X 1/2-LG.FH.SMS.0 Col-133 &CAM LOCK - 4 OM RAIL To x 4'LG.PHIL PH.SMS. ST/ST.ASSEMBLY MEETING RAII S9 - 2 PER ANTRIFr X A/A-ir PHI p 1- 0 OF row ng no.. 0.0 :0 :0 14AY 1 1201 .. ............ #10-18 NAL a:* 0 :0 0: 0.0 -2.440 2.40 2.113 .490-n u .065 0 1.015 .7 IA7-J z p I W5 2113 ,--2440 2&440 1.550 06 1.680 0 06r' 4 q1 d46 'yp 0 30 FtT 1.301 p 2.101 1.301 7�- --T J�.4 �07 1.601 .065 2.846 .065 1220� 1.007 'IYP. 2-346 Typ. .4,0L 5/16- GLAZING BFAD .700" GLAZING BEAD 4p 0, 'r 1.395 65 1.155 1.155 IV. 1.365 .745 L NAIL FIN ADAPTIER 5 ,.0,5 1.015 �- _ 9� 1.015 FLUSH FRAME HEAD 1.496j .293 -E E03 MEEnNG RAIL 0 IXC20 FLANGE FRAME HEAD .050 .060 j 1.78a 1.015 .065 1.140 1.1401 TYP- FLUSH FRAME COVER SCREW T_ 2.264 1.265 A 1 0 1.01 1.220 O�- L T.Y.,o 42. .055 3.1.30 .055 L; 4.430 Typ. 1.043 3.685 2.885 2.885 LOCK RAIL SILL FILLER 0 0 1.788 0 Ld 1�450 8 C-4 .050 U) �--2.440 -2.440 3: D C) FLANGE FRAME SILL 8 FLUSH FRAME SILL .r-2.737 2.737 & FLANGE ADAPTOR ,065 T "788 .0.5 YP.4 2-1 I �.o .220 ,--V2737 2717V 1.043 IYP. I'vp. ALT. LOCK RAIL 2.505 2.03 2.505 2.613 L Typ 1.000 .991 .500 T- 3.237- 1.015 0 FLANGE FRAME JAMB (MOVING) OFLUSH FRAME JAM13 (MG\ANG)_ 1.043 O�, HANDLE RAIL 00 p 11 111, OR 1.r02*5. -.0 0.0 2.505 .065 Typ. 2.505 .065 Typ. PRODUCT REVISED 2 1.395 as camgilnulth the Florida 16 6:0 , : .745, 13ulf .085 NOA-1., -15-()929.13 1.000 *Expirtiton Data 0912212020 OF -Z rowing no. 1.745 1.241 1.015 14AY I 12 W10-18 FLANGE FRAME JAMB (FIXED) 8 FLUSH FRAME JAMB (FIXED) SASH RAIL d.�Iod..l I It, I%\\\ sheetlOof 11 -,-9 9.0 0 W. i il ulauioa :3 F. U. I."�a .�ow -FRAMFL-TOP�QOSHW 0 VENT TOP/130TION MEMES 0 ui Z,- uh. c6 .0 see so a 0 0 09 1 AH FgAME BOTTOM CORNE PRODUCT REVISED orn kh the Florida Extlraflon Dfite 0912012020 OF drowing no. ant., W10-18 14AY FIXED MfG, MJ MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW-26 Street Room 208 (fandBWOOAD-�ODE�A T-10 DIVISION T(786)315-2590 F(786)315-2599 CCEP� OTICE T www.miamid,.ide.gov/e�onorny OA TICE 0=ACCEPT 0 ODE 7A7DIVIZA FA P E 0 22 1!. ndows and D OTI� CGI Windows Doors,In.c. 7 t 10100 NW 25 Street M Mi I iami,Fl.33171' :2 This NOA is being.issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas-where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve-the right to have this product or material tested for quality assurance purposes. If this product or m4g4pt fails to perform in the accepted manner, the manufacturer will incur the expense'of sucgtesti�f and the AHJ mal immediately revoke, modify, or suspend the use of such product or material withi;their juristotKih RER reserves the right to revoke this acceptance, if it is determined by Miami-Dad�l.... ontrol* .Q(Nqty Produ�t C Sedionthatthis product or material failsto meetthe requirements of the applicable bviWing codg... :00**: This product is approved as described herein, and has been designed to comply*Wkla.flie FlohURuilding.... * 0 *00000 00* 0 so Code �,�i �hoc4jjurficane Zone. - "238"Outswing Aluminum CasementWindoww- 0 00 00 Se JM_011 g Cajemezit Wd%%..0 0 0 APPROVAL DOCUMENT: Drawing No. W98-100, titled '"Series- 3hp; T dated 04/1 CAY,O�repared (L.M.I.)",sheets 1, 1.1,2, 3,4, 5, 5.1, 6 and 7 of 7, dated 12/04/9�,with revision a by Al-Farooq Cor�oration, signed and sealed by Javad Ahmad, P.E., bearinitheo I;iami-Oade:�2ouritV Product Control Revision stamp with the Notice of Acceptance number and expiration date by th8'Miami- Dade County Product Control Section. MISSILE INTACT RATING:Large and Small Missile Impact Resistant' LA33ELING: 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.C ontrol Approved", unless otherw,ise noted herein. RENEWAL'of this NOA shall be considered.after a renewal application has been filed and there has been t no change in the applicable building code negatively affecting the perforriiance of this product., TERMINATION of this NOA will occur after the'expiration date or if there.has i 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 rem6val of NOA. —preceded—by--the—wordt—Miam-i-Dade-�unt�,�erida, d ADVERT!, NJENT. er followed by the expiration date may be displayed in adverti I sing litera.ture: If any portion of the NOA is displa'yed,theii it shall be done in its entirety. INSPECTION: A .c.opy of this .entire NOA shall be provided. to the user. by the manufacturer or its distributors and shall be available for inspection at-the job site at the request of the Building Official. This NOA revises NOA#14-0506.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0512-19 1AMI-DADE COUNTY ExpirationDate: October26,2018 ApprovalDate: Septeinbe�17,2015 Page 1 CGI Windows and Doors,Inc. NOTICE 6F ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under XOA's #96-0417.03 and#'01-1002.03) 2. Drawing No. W98-100, titled "Series-238 Alurn Outswing Casement Wdw. sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B.- TESTS. 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact.Test per FBC,TAS 201-94 1 -94 3) Cyclic Wind Pressure Loading per FBC,TA.S 2p% along with marked-up drawings and installation diagram of a ser'lts7500 PUC.EKed 000000 '�er�paceig'e 0 window,to qualify DuPont"Butacite"PYB interlayer,DuraseqMw Su- insulating glass spacer,prepared by Certified Test Laboratories - t Repor '�lag CTLA-3056 WA'dated 03/03/15, signed and sealed by Ramesh(�Aatel,NF'?- 24 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading 1!�VNC TAS'20 94 �1 Ai 2)Large Missile Impact Test per FBC,TAS 2 1 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a spriqo7�400 *poroj ect. 0 out window,to qualify DuPont"Butacite"PVB interlayer, DurAtall) andRdpec SpacerQ insulating glass spacer,prepared by Certified Test Laboratories,Test Xeport 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 20.2-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203794 along with marked-up drawings and installation diagram of a series 23 8 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)Wa ter Resistance Test,per FBC, TAS 202-94 4)LargeAfissile4mpaet4es"ff FBG,TAS 201-94 5) Cyclic Wind Pressure Loading.per FBC,TAS 203-94 6)Forced Entry Test,per F'BC 2411.3.2-.1, and TAS 20-94 along with marked7up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009","dated 03/24/14, signed and sealed by Ramesh'C. 1,P.E. (Submitted underprevious NOA #14-05.06.01). Manuel Pe z, Product Control xa iner NOA No.IS- 12-19 Expiration Date: October 26,2018 Approval Date: September.17,2015 E-1 CGI Windows and Doors,Inc. NOT-ICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 2.02794 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-04 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 FB C 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 Hatt e*m P.E. (Submitted under NOA #12-1220.14) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 2 02-94 2)Uniform Static Air Pressure Test,Loading pr:15�,T+9.&�-94 .... 3) Water Resistance Test,per FBC,TAS 202-94.:.. 0 . 4)Forced Entry Test,per FB C 2411.3.2.1, and.'FAO;02-9�..... along with marked-up drawings and installation diagram of aVMuminurA*ddsement*:**.. window, prepared by Hurricane Testing Lab., Inc., Test Rj�e***No. *AT-1�:0080-*::::. Div* 0 0 0301-07 f6r specimen A and B, and HTL-0080-0905-07 for sfc6=nB and.C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraihat;J.E. (Submitted under NOA h(08-1010.02) 7. Test reports on- 1)-Large Missile Impact Test per FBC, TAS 20T-940 000,01 0 00 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.BETI-08-2143,HETI-08-214 4),HE,TI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and seated by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: t)Large Missile Impact Test per VBC,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. 6Sub Wed-under NOA's B Manuel eye Product Control Ex iw er NOA No. 15-0512.19 ExpirationDate: October26,2013 Approval Date:.September 17i 2015 B-2 CGIWindows 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, Lo ading per FBC, TAS 202-94 3)Water Mesistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 - 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-0417.03) *Goo:* C. CALCULATIONS 1. Anchor verification calculations and structural analysis,cornpljM4Vith FBC-2010. ...... dated 4/24/14,prepared by Al-Farooq Corporation, signed andsykjjJ by Jay.1j. Ahmad, P.E. -0506 (Submitted iinder previous NOA #14 .01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic'Resourcos,�aR) ... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryG]as@(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. f 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. or their "ButaciteS 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(NU) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21116 ManueCPeZ.e ,P.V. r Product Control B min r .19 NOA No. 15n 19 Expiration Date: October 26,2018 Approval Date: September 17,.2015 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted underprevious 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 tinder previous NOA #14-0506.01) 3. Laboratory compliance letters for Test Reports No. RTL-0080-0301-07 for specimen A and B and RT"080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,*Inc., dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham,P.E. (Submitted tinder NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08092143, *000:0 HET148-2144,HETI-08-4287 and HETI-07-4298, issued b.Y'.fIu?r1canqb*9*e Engineering&Testing,Inc., dated 06/27/08 and 07117/08, allsig4e.4 and seal;d by 000* Candido F.Font,P.E. (Submitted tinder NOA #08-1010.02) 80-VSCI-96 aM% 5. Laboratory compliance letters for Test Reports No. HTL-00 .. HTL4080-1107-98,issued by Hurricane Test Laboratory, Inc...&Iqd 03/06/9.91and 0*0::* 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 Md FTL4041, t3suec; by Fenestration Testing Laboratory,Inc., dated 10/14/94,both signed and seal6a by Yamil Kuri,P.E. (Submitted underNOA #96-0417.03) 7. Test Proposal for the qualification of Butacite@ PVB glass interlayer by Kuraray America, Inc., as well as Duraseal(V 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 leir Notice of Acceptance No. 14-0506.01, issued to CGI Windows&Doors,Inc..for t1i ' I Series"238"Outswing Aluminum Casement Window -L.M.I.,approved on 06/26/14 and expiring on 1=6/1 R erez Manuel erez 0 x Ir Product Control Ex 1 r _05 2.19 NOAN,. 15-05 2.19. Expiration Date: October 26,2018 Approval Date: September 17,2015 E-4 GENERAL WINDOW SECTION WINDOW WIDTH FLANGE FRAME VENT WIDTH 0 WW-2" D.L. OPG. z WW-7' 0' MAX. TYP. og HFAD/SILL CORNERS 0 A 0 CAM LOCKS 4-=== -=lf4r 0 2 LOCK POINTS ===f 10 L3 ES 'ALL S. II I 61� fq 8 0 :1 -SNUBBER C3 it 0 4A AT IMPACT WINDOWS ONLY 0 Tl- ED 0 —SURFACE 1,1P L�l FA SE HU�T N -4 OPL ISE --------- --------- TIONAL Ilk FOR GLASS TYPES, REFER TO 7 SHEETS 3 AND 4. 2 1/2" 24"MAX.TYP. 0 0.1-OPG. AT HEAD/SILL In- 2 VENT WIDTH VENT WIDTH 1. TYPICAL ELEVATION -d:c c,4 (FLMGE FRAME) WINDOW WIDTH WINDOW WIDTH tr) cl, 0 EXTERIOR MULTI POINT LOCK a MAXIM MULTI POINT LOCK BY'INTERLOCK' BY'TRUTH' ALT. TO CAM LOCKS ALT.TO CAM LOCKS a Mo.WDW LOCK HEIGHT POINTS WDW. VENT WIDTH 2 1 2 1 E3 03" 3 56' 1 3 8Z!4; g .91 INSTRUCTIONS .2 NOTES, FOR MULLION/MULTIPLE UNITS, REFER 0�UZI USE CHARTS AS FOLLOWS. .00 00: .0. .00 SHUTTERS ARE NOT REQUIRED. _ I 0 0 0 0 AM;44� STEP 1 DETERMINE DESIGN 9 D LOAD REQUIREMENT WED THIS PRODUCT HAS KEN DF&IGNE[bANO TrIGTEO Tlbaiptloymfm THE SEPARATE CGI MULLION N.O.A. 0 WI 0 VELOCITY, BLNDO. HEIGHT,VAND ZONE REQUIREMENTS OF THE*FLORIDIS BUNLDING 00OWN011LUDING HIG*VELOCITY N N USING APPLICA13LE ASCE 7 STANDARD. HURRICANE ZONE PMZ). 0 00 E�gr;JAVAD AHMAD STEP SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER CIVIL PRODUCT REVISED CAPACITY OF DESIRED GLASS SIZE/TYPE. LOADS TO THE STRUCTURE, C..plyj,,g ith(I.Florid# FLA.PE 70592 STEP USING ON SHEET 6 SELECT ANCHOR OPTION CAN. 538 B CHART ANCHORS SHALL EW AS W!WED. SPACE%AS F&qOWN ON4pWWIJ6"HORS Ampum No 1!5 WITH ESIGN D RATING MORE THAN DESIGN LOAD SPECIFIED EMBEDMENT TO BA6E MA6ERLAL SHALL JJE VYCWD WALL IRESSINS OR STUCCO. md 16 IN STEP I ABOVE. ANCHORING OR %DINGjONDgIONS J48T !MOVM Itj THE§E DETACS ARE 4 20b By S STEP IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON NOT PART OF S APP I#L. 0 0 �hj i�n' a-&ProduC drawi g no.' SHEET 7 TO DETERMINE CAPACITY, A LOAD DURA"INCRERSE IS US"IN DEAN OF ANCRIDIRS IN1b WOOD ONLY. LW98-1 00 THE LOWEST VALUE RESULTING FROM STEPS 2.3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON-METALUO AND NON-COMPRESSIBLE. SHALL APPLY TO ENTIRE SYSTEM. 4 (sheet 1 of 7:) 0:0 WINDOW Y.IDTH u 40 VENT WIDTH m WW-I 1/2- z GENERAL WINDOW SECTION D.L. OPG. 0 WW-6 1/2- z EQUAL LF:G FRAMP 2 W, 1- 6' Mo.Typ. HEAD/SILL 0 0 CORNERS IA a 0 b lz c, lase !E tE W M 08 16 z�— CIAM LOCKS 10 E Z - tE 2 ALL%.'. POINTS w T A It z 3, 3t T, SURFACE APPLIED SNUBBER Nq t It—-—F ILSE MUNTINS T! DA AT IMPACT WINDOWS ONLY It PTIONAL 11 0 11 4 Ct� - --------- ---------- 0 t� 0 k—LLL 0 4-2 MAX.TYP. AT HEAD/SILL TYPICAL ELEVATION ,n (EQUAL LEG FRAME) IA 7 FOR GLASS TYPES. 2 REFER TO D.L.OPG 2 1/2 C> VENT WIDTH SHEETS 3 AND 4, VENT WIDTH .3/4- MNDOW Y?lDTH WINDOW WIDTH VE WIDTH EXrrERIOR MAXIM MULn POINT LOCK MULTI POINT LOCK @BY 'TRUTH' @BY'INTERLOCK' TO CAM LOCKS ALT.TO CAM LOCKS x, MAX.WDW. LOCK MAX Waw- LOCK 0 H6.HT P.,NS HEIGH7 POINTS —4Z 38" 2 3. 4- 4 56. 3 0 4 00 13 L inn 000 00 0 0 Engr.JAVAD AHMAD CmL PRODUCTREVISIED FLA PE t 70592 0 Soo 000 0 0 0 0 CANM 538 Wvildli.SC e 16-cola.19 mpl."--No A Ex Italian b'de 0 000 0 By, Cot", drawing no. 1A W98-1 001 42 1 T)l 0% 0.0 0% :0 0 0013npwd(w m!W 93-WaM-3ViVdJ As 0 00 0 N-mmid-w *P-3 Su WIT-6 0 V1,!Ajdww. U Yu NVO WOW OVAYr d0lS DNIZVqD 3MYnos :96C-103 000 :0. :00 0 00 -1 ttg* @1 0 < —rT-7 ms ss t/1—L x Oto �Wtl 2 SAMOS AlOP13SSY lH3A ONY 3RM ION-=A 2 t X3VHl UOl.VH3dD I 9LI02 )IDOINMNI -1331S (IVNOLLdO)VMVS3dO t - vil 6 dOIS ONIZV15 3300 :gLC-103 (lYNOiidG)NOlYWdO I - Ll ShS SS.2/C X gi(Z)/M U3H3YILY'HMNI 1331S LTV SVIS SS.9/Z X 010(Z)/A 011DYLLY IDO '1331S XOO-1 ON13YA SrW 3MJ IV'H2d33A)*Ol"141 011' ��/Z 01 Oi� -1 lHlOJ LLIM lH3A/I - )ioai8aLNl XOO SO Hinkil MOM J.NlOd unrl iN3A/i - V6 SAS R/C X gi(1)/M 03HOY.LLV'Hinu ums no-i LNnOYI 33Vq I?GA IF. ZOZ-OO-Ct-*Z 6 SVIS SS.9/C X 90(9)/A Q3H3VllY'HinHi -1331S MUDS CHY d0l IV'30NIH M IN3A/7, 01-00-0t-cc. a L —NOI-b-139MROS ONIdd-14M 3.R-LY3-M-IN3A '0038 SV_ 06"l-OGZO L SrWN'13OMHDS ONlddlHL;N3WV3M 3KYW '003H SY qzt-dy 9 (Ssylo -rivi .91//) IN3A - 133LS*IS AU H3NHOO)tOlHL 090* 9 9 LVVT— - vinNrAnlY AU N3NNO3 MOUAI 090' 1, M03 NO)3WaNl 91-CODO 0030 DNIZYln 3NVnOS il gk-153 0 YJnO3 NO MWON1 91-C909 OV38 ONIZV"15 3300 Ga-loo r 'nnO'3 NO)aWOMI 91-1909 (ssno*Vfn glIL) LN3A t SOC-103 OZ L4 02C 'AnD3 NO)C3WaNl- 91-0909 (SSVIS TW1-InSNI)MA t LBC-193 13Z WrW NO XTWOM 91-EGOD (SSYID-hYl WS)lH3A + GL�-IOD z ackl rL81 7=3 NO)C3WQNJ 91-C909 3hM 031-TyflO3 t L6C-103 YL -Ajno3 No xrrvam gi-rGog 3KYdA 30NYlJ + CLC-103 I wnw so 3nHdllS 39 HIM GMUS m 0 sxuyyiau/uariddfw/,&im ivia%LVR MOIJAMOSla AlflMynb layd Hui 38 01 S83NH(YJ IN3A ONY 3NM 11V rn 0 0 m 3MMA 031 WnO3 Ln (ssvis -rffi -inSNI) lN3A 'dkL 090' MgM—INMAT SU7 99t'Z r Iul �p,;—,z-n *dAl 060* >X 0 —L9 S;L0., > 0 -1331S 'IS AOIHI 090" M,O vmNivinw xmi z9o' (ssvio -rivi .9 i/g) A3A WMA 3ONVIA ADI 83NNOO k3A ONHOD C) 0 X _j F Ukl 080' 9122 Al 06V GLS Li ZOEI 0 T— 9 29'a-1 GVI 3/16-ANN. GLASS 3/16-HEAT STREWD GLASS V FLU 1/8"ANN.GLASS .075"Saflax CP Vith PET Core o .075"Sofle-CP Vith PET Care FBy 'E,Ilmn Chemical Co.' By 'Eastman Chemical Co.' .OSO.S.".. .090"Sallex Clear And Color Glass .09 0 Soflax Clear And olor Glass 'E Clear And Color Glass - By 'E.St.o.Chemical Co.' z INTERLAYER Ely'Eastman Chemical INIERLAYERS By -Urron Ch..!..)Co.' INTERLAYERS- 0 S-E .090" Butoc'sta PVB SsntryGI.. - .090"SantryClas i By'Kurcray Americo. Inc. By 'Kuroray America, Inc.' By 'Kuraroy America. Inc.' 2 R & IL .09�,But-itis PVB - .099"B.t..;t. PV13 0 0 By Kuraroy Americo. Inc.' By Kurcroy Americo.Inc.' I ERLAYERS 1/8-ANN. GLASS 51 3/16-H 3/16-ANN. GLASS EAT STREN'D GLASS SILICONE GE-1200 SILICONE SILICONE DOW 995 GE-1200 GE-1200 D Ov 995 DOW 995 DOW 899 DOW 899 DOW 899 SQUARE BEAD 10 rx OPTIONAL ALL CLASS TYPES-,-( UI S Egg 6/18" NOMINAL 7/16" NOMINAL 7/16" NOMINAL GLASS TYPE GLASS TYPE W LASS TYPE V PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS S OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUREO "a SHUTTERS REIRIMED T40 SHUTTERS REQUIRED REFER 70 SHEETS 5 THRU 7 FOR INSTALLMON DETNLS REFER TO SHEETS 5 TIM 7 MR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS .3. WIND W DUIS. GLASS rypz-2- CLASS TYPE I CLASS TYPE'6* nNI10W DIMSw GLASS TYPE 12, GLA97TYPE'3-TOL&SS TYPE-6- WINDOW DILIS. GLASS TYPE CLASS TYPE'3' GLASS TYPE '6' HEIGHT EXT.(+) lt� W'DT. HEIGHT EXT.(+) I NT.(-) EXT. I NT.(-) NDLIL HEIGHT EXT. INT. INT. z W10TH 1100 110.0 9.0 110.0 195.0 20' 110.0 19 II-_0 98.8 112.6 110.0 195.0 110.0 195.0 +�- 20" - -- - 195.0 _ 95.4 ---rl 20 0 110.0 1 195.0 110.0 110.0 in 9,�O 05*8 110.0 195.0 110.0 - 195.0 U) 24" 11 .0 16til 110.0 a 24' 26 1�2" 26" Of - a.o I i2o-o 37 110.0 145.4 110.0 195.0 110.0 195.0 0 t5 28* 110.0 138.8 1 tO.O tSS.O 110.0 195.0 28" 76.7 83.3 110.0 0 Lu 30" 110.0 129.5 11 195.0 110.0 195.0 30' 73.2 77.7 110.0 L.2-0.-.1.1 0.0 120.0 42" 110.0 120.1 110.0 195.0 110.0 195.0 0 Fy !f 36" - 60' 1 g5.0 110.0 195.0 V) 32" 110.0 121.4 11 195.0 110.0 195.0 32" 70.2 72.8 110.0 120.0 1 io.0 120.0 19-1/8" 110'0 --!90.6 110.0 -6 3v 1079 10.9 195.0 110.0 195.0 36, 64.B 64.8 110.0 120.0 110.0 120.0 26-1 2 110.0 137.5 110.0 iQ5.0 110.0 195.0 o 37" 9 1 1=0,0194.5 110.0 120.0 40' 97.1 97.1 110.0 - 60.0 60.0 OD.0 p 8-!b I:: - c' 120.0 60.0 60.0 42' - 60.13 B0.0 6G.O 60:1_ 4V 86.8 86.8 110.0 120.0 , 110.0 120.0 0 - 110.0 1 144.5 IJO.O 195.0 tio.0 195.0 i 0 8 1 a t95.0 19-1/8' z i9s.0 i�2.0 120.0 �2. -1/2* 99.7 1 104.3 110.0 20' iin-0 166.5 11 t2n Iqq 0 11100 195.0 20" W_ 12 24 1 In-0 110.0 195.0 110-0 24- 90_5/8" 195.0 110.0 195.0 1 0�. 120.0 �3--.E 28' 110.0 60.0 Ign.0 195.0 28' __�4.2 6 1 -0 120.0 110.0 120.0 37' 74.7 74.7 110.0 1 120.0 110.0 So (D 0 .r ilO.0 120.0 42" 65.B 65.8 1110.0 120.0 110.0 120.0 30* 110.0 195.0 1 a.. 195.0 30' S i�0'0 120.0 - - 04-A 4.1 an 1950 110.0 i2o.0 32" 19-1/0- 96.7 104.2 110.0 195.0 110.0 195.0 1 32" 1111-0 1. 57.5 110.0 12D.0 110.0 170.0 74.9 77.9 jig 2 110.0 120.0 120.G 0, 200 36, 60.0 60.0 60.0 60.0 26-1/2- 63 11 0�9 -110.0 120.0 36' 00 80.0 50.0 0 1 20�0 40' 83.3 33.3 110,0 120.0 110.0 20 D 40- SO.o 80.0 60.0 60.0 37* 42* 79.3 79.3 110.0 120.0 60.0 uo-O 20 56.4 66.4 11 0 195.0 110,0 1 W-0 42" - -_ 150.0 60.0 60.0 60.0 ,2 19-1/8, 63.0 63.0 110.0 195.0 110.0 120.0 20" 110.0 145.7 1 00 0 1 io.0 195.0 24" 56.1 56.1 110.0 0.0 5, - 120�0 110.0 120 110.0 120.0 110.0 120.0 110-0 121.4 1 0 110.0 28' 4a.9 4B.9 110.0 26-1/2" 74-11/4 46.5 46.6 1195.0 24' 00 195. 72' 110,0 20.0 37- 103.8 104.1 lic.0 195.0 110.0 120.0 30" 46.0 46.(5 59�8 59 5 28" 0 110.0 120.0 37* 77" 1 56.3 5613 i6l 56.3 30, 97.1 97.1 110.0 195. IInO lin n 32* 43.6 43.1 u u 48" 91A 1100 120 u 35, - - 60.0 60.0 60.0 60.0 32" 91.1 * LIMIT MAX. LOADS TO 71.0 F - - 60.0 60.0 60.0 60.0 1 1-1 '36, 80.9 B0.9 110*0 120'0 32, 76' WHEN MULTI POINT LOCK BYINETRI-OCK' IS I 72-B 72.B 2O.0 11U.0 1- 315 - USED 40' 110.0 1 1 120.0 �! �E 2!�� I 2B U'u .0 60.0 a I **SIZE 37"X 77"APPUCABLE TO FLANGE FRAM B 2: 52.0 52.0 1 Y� ES ONLY 42' FIS.. r9i I I!I..D�j 120.0 `2 20" 110.0 129.5 110.0 .5. .0 195.0 24 43.8 43.8 1,.; L 20.(J, SEE SHEET 1 24' 93.0 15.0 110.0 195.0 28" 78" 30.1 38.1 28' 98.2 92.5 1200 110.0 120.0 W. - - 1: is W. - IWO 1200 32' - - 060.9 600 4 9 0 0 32" 20" 41.5 4 110.07 1202r -110.0- 120.ff 110.0 120�O 110.0 620.% 110.08 120.0 110.0 120.0 50.0 *60.0 Engr.JAVAD AHMAD 71.9 1 24' 34'9 120.0 110.0 120.0 FLA. CIVIL PRODUCT R13VISED -.5 54.5 28' 84" 12040 54 PE 1 70692 cor"Plying ilh OR,Flaridu .4- 6 . I C .3530 BIA14[iiig Cod 51,20 Oft.1111, 51.2 51.26 a 0 0 0 0 tZ Ir'.051cict 42- Atc 32' 4B-3: %3 44834&3 NOTE: NOTE: 0 0 % * .0 0 Is drawing no. GLASS CAPACITIES ON THIS SHEET ARE LOAD/AREA LIMITS 000 0 000 0 0 0 015 W98-1 00 BASED ON ASTM E1300-09 (3 SEC. GUSTS) FOR +110.0. -120.0 PSF 16.34 SO. ITT. AND FLORIDA BUILDING COMMISSION +110.0, -195.0 PSF 10.00 SQ. FT. DECLARATORY STATEMENT DCA05-DEC-219 is :0 0: 0.0 :0 is 1/8-TEMP. GLASS 4AN 1/8-TEMP. GLASS AIR SPACE I AIR SPACE 1/8"TEMP. GLASS 1/8'ANN.GLASS .075"SDII.x CP With PET Care .075'Soflex CP With PET Cora - By'Eastman Chemical Co. By 'Eastman Chemical GO.' .090"Saflex Clear And Color Glass o9o"S.fla.Cl.or And Col.,Gl- - By'Eastman Chemical CO.' By 'Eastman Chemical Co.' INTERLAYERS- 0 INTERLAYERS .090'S.ntyGlos - .090"SenLryGlas M- 0 By'Kuraroy America.Inc.' By'Kummy America, Inc�' .09T B.tocit.PVB - .090"Butocita Pva By 'Kurcray Americo. Inc.' SQUARE BEAD 0 AIR SPACE 1 AN '-S ,.T"'r E.-YERS t By Kuraray America, Inc.' OPTIONAL 1/8-TEMP.GLASS 1/8-ANN. GLASS ALL GLASS TYPES 0 0: SILICONE 0 R. SILICONE GE-1200 0-a GE-1200 DOW 9S5 �A 2 Cq DOV 995 LOW 899 w DOW 899 Ulu) )(L EDGE SPACER 9 R 1 XL EDGE SPACER SETTING BLOCKS Ar a SETTING BLOCKS ST. STEEL BY'CARDINAL' j ST. STEEL BY'CARDINAL' OR Z/LITE OR Z/LITE DURASEAL BY'QUANFX' EPOM OURASEAL BY'GUANFX' EPDM OR DUROMETER 85*5 OR DUROMETER 85*5 R SPACER BY'OUANEX' 3/4" INSULATED SUPER SPACER BY'QUANEX' 3/4" INSULALTED SUPE GLASS TYPE '21A� GLASS TYPE '2A' 0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTE REQUIRED No SHUTTERS REQUIRED REFER 70 S14EETS 5 7HRU 7 FOR INSTALLATION DETAILS 0 LLJ REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DE ....Do" No s.-E--1-UI-D- TYPE WINDOW DIUMMS. G S 'ZA: GLASS TYPE'3A' WTNDOW IN GLASS TYPE'2k GLASS Typr'3e WINDOW DIMS. GLASS TYP Tz�- -'S' (-) EXT.(+) INT. INT.. %Wn TIT H EXT. (+) INT. EXT.(+) 1NT- HEK;HT L a 195.0 19-1/8- OTH EEEi + 26* 112 (A F'i ;5 24' 85.8 95.4 110-C 110.0 0,0 195-0 3r I 03 0 V)i-, 28' -- 1 26' 0.0 1454 110.0 195.0 3: 30" 42- 110.0 128A 110.0 195.0 2� 0 0.0 1100 195.0 c, 60" 32 10.0 19 32' 25-1/2' 7.5 110.0 195.0 t95.0 1 36" 64.8 64- 10.0 .38-j/0 36' 37' 9S.5 --gs-5 10.0 120.0 40" 97.1 0.0 40' 60.0 60.0 42' 86.8 86.5 110.0 120.0 1. 92.5 U.0 42' 60.0 60-0 Ig-1/8" 110.0 5.0 20" 5.7 6.7 110.0 5.0 7 7 24' 3 4 iloo 120.. too -- 4 30, iio.o 111.0 11 19_I 3v 36" 36, 63, 40* 40" ...... 42" 20" 110.0 145-7 110.0 195.0 24� 24' 110.0 -. - I -, 28" 04.1 1041.1 110.0 1 zu-u Ju 37--o 9: 06.3 go- S CAPACITIES ON THIS SHEET ARE a.0 .0 6 3w 97.1 i7 V BASED ON ASTM E1300-09 (3 SEC. GUSTS) 32' 91A 91.1 AND FLORIDA BUILDING COMMISSION * WMIT MA*6aA*T%ij.0:SF* as, 80.9 60.0 60.0 WHEN Muc Bye-INCF143W ft DECLARATORY STATEMENT DCA05-DEC-219 40 72.8 72.8 36" 60.0 60.0 0 0; USBIII 0 0 0 0 - . .I. a 59.4 69.4 110.0 120.0 20- 52.0 SIZE 37"X 77"APPLICABLE TO FLANGE FRAMES ONLY Erig,: U PRODUCT REVISED "I 43.8 43.9 42' IV T-IV�L 20' 110.0 129.5 78' SEE SHEET I FLA.I so amplying�ilh Mus Markle 24' 110.0 195.9 28' 38.1 a.1 CAN. 538 9 28* L5 1100 32" 0.0 60.0 Date 30' 84.4 86 20* 1.5 41.5 0. 50.8 0 0 54' 80 Q i1o.0 24' 4.9 34.9 68. 68.0 0 By druwing no. 32" 50.9 - - 0 0 0 :8TE paift Froilow 71.9 71.9 1100 28* 84" 54.5 W98-1 00 36' LOAD/AR?/�NIT? 40' 64.8 548 30, FOR +110.0, -120.0 PSF = 16.34 SQ. FT. F.he.t4of 7� 42' 61.7 32* 48.3 1 48.3 1 - +110.0, -195.0 PSF = 10.00 SO. FT. : : 0 Soo 0 as : :0 0 00 0* 0 000 0 0 0 000 0 0 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR S112ES o FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 TYPICAL ANCHORS A7J I SEE ELEV FOR SPACING SEE SHF�f 6 FOR DESCRIPTIO14 z TYPICAL ANCHORS TYPICAL ANCHORS 0 ,/—SEE ELEV.FOR SPACING --SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEEr 6 FOR DESCRIPTION METAL STRUCTURES 8. 0 0 THK.MIN. 1 310- SEALANT SEALANT 0 2 1/8- 7 2�11/8 I MIN.. z =2-1/21'.IN."" WOOD BUCK TYPE INSTALLATION TYPF-9' WOOD BUCK TYPE Y MATERIA PRESSURE TREATED mATERA PRESSURE TREATED TYPICAL INSTALLOON DETAI TYPICAL INSTALLATION DETAI ATrACHMENT T ?= ON ALL FOUR SIQES/USING WOOD ON ALL A SIDESIUSING WOO METAL STRUQTURES 0 i 'MIN. 0,W. TYPICAL ANCHORS TYPICAL ANCHORS m�i ,/—SEE ELEV.FOR SPACING //—SEE ELEV. FOR SPACING SEE SHEET I,FOR UESCRIPMN SEE SHEET 6 FOR DESCRIPTION C'I r:T11], SEE SHEET 6 FOR DESCRIPTION 0 I SEALANT—\ SEALANT H H i I W 2 7/8- BUCK INSTALLATION BY OTHERS CK INSTALLATION BY OTHERS AlfACHMENT T Ll.1.1 APPROVED MULLIONS 00 0 6 2 2 INSIALLATION TYPE '3 WOOD BUCK TYPE '3' INS WOOD BUCK TYPE '4' MATERIAl PRESSI IRE IR En 9999W—MESSURE-IRFAUn TYPICAL INSTALLATION DETAI TYPICAL INSTALLATJQN DMIL , w- - - 0 0 es ON ALL FOUR SIDEVILISING WOO ON ALL FO - 0 jQQ: : : : so 0 0 0 0 ef 0. ALUM CHANNEL J/4-X I-X 3/4-X 1/8' Engr;JAVAD AHWAG 2-1/2-LONG CML PRODLICTRrVISED AT ANCHOR LOCATIONS FLA.PE t 70592 cmplyl.g,�iih il�Florld. C 5.m F�-q AN. (r,-13512 "Expirmlim a Mt By WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN :.. . III Osde Ploduci drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT, ANCHOR LOCATIO W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLI C.h..t—5 aL INSTALLATION CONJ)ITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV FOR SPACING SEE SHE�F 6 FOR DESCRIPTION z 0 METAL TYPICAL ANC14ORS TYPICAL ANC14ORS STRUCTURES IL SEE EUEV. FOR SPACING SEE ELEV. FOR SPACING 8"THK.MIN. 0 0 SEE SHEET 6 FOR DESCRIPTION SEE SHEEr 6 FOR DESCRIPTION 9 0 1 3/8- 1 0 0 cy 0.2 8 IF 'm cFn <1. C ml . I MIN. MIN. 2-1/2-MIN. 2-1/2'MIN. INSTALLATION TYPE T WOOD BUCK TYPF—f INSTALLATION TYPF -2- WOOD BUCK TYPF V MATERIA PRESSURE TREATED MATER PRESSURE TREATED z TYPICAL INSTALLATION DETAI TYPICAL INSTALLATION DETAI ATTACHMENT TO V) a ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDEVUSING WOOD METAL STRUCTURE 'o ti ow ox ?I I I m1w C-4 tn TYPICAL ANCHORS E SPACING TYPICAL ANCHORS TYPICAL ANCHORS J- S C ELEV. FOR' 0 /--SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 1r-T il SEE SHEET 0 F6R DESCRIPTION 0 _j SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION C, 35 3;---I 1L j 3i 35 3i BUCK INSTALLATION BY OTHERS 'BUCK INSTALLATION BY OTHERS ATTACHMENT T 9 9 2 APPROVED MULLION I MIN INSTALLATION TYPE '3 WOOD BUCK TYPE '3 INSTALLATION TY WDOD.UUCK TYQE-j!J! .2 MATERLA PRESSURE TREATED mimao PmSLptE TREkTED > : 90: * 9 0 0 0 0 TYPICAL INSTALLAT10N DETAI TYPICAL IN! :o: 00 TY, Lz4L -"'/2"'lJIN.; ON ALL FOUR SIDEVUSING WOOD ON ALL F0U9*SIQEMNQ*000 E�g,.dkVAD AH"D CNIL PRODUCT'RrViSSE) FLA.PE 70592 m cmitplying will,Lhe Plorldo C-A.N. 538 C' A, P'M'-. WOOD BU MUST SUSTAIN R- CKS NOT BY CGI CORP.. M. D-11-11 LOADS IMPOSED BY GLAZI NG SYSTEM AND TRANSFE 0.0 5 IW98—i THEM TO THE BUILDING STRUCTURE. 0:0 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR OETALS ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CUP ANCHORS 7/0 SHEAR CUP ANCHORS WITH SHEAR CUP ANCHORS W/O SHEAR C11P ANCHORS WITH SHEAR CUP 01 WINDOW DIMS. AT 17'O.C. AT lOw OaCm. AT 17"D.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 J7"O.C._ AT 10"O.C. z WICTrH HEIGHT EXT.(+)/lNT.(�)EXT.(+)/IW.(-)EXT.(+)/94T.(-)EXT-(+)11-(-) WIDTH HEIGHT .(+)/INT.(-)EXT.(+)/INT.(-)EXT.(+),ANT.(-)E)Cr.(+)/INT.(-) WDTH HEIGHT EXT.(+)/INT.(-)E)cr.(+)/INT.(-)ExT.(+)/iNT.(-)EXT.(+)A-(-) 0 20' 195.0 195.1) 154.8 195.0 32" 133.2 105.0 76.4 12Z2 19-1/8, 195.0 195.0 14Q.4 195.0 z 24:' 195.0 195.0 129.0 172.0 36' 76" 118.4 189.5 67.9 108.6 20-1/2" 26- 195.0 195.0 107.8 161.8 IL x 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37' 195.0 195.0 71.2 115.9 0 180D 195.0 103.2 137.5 24' 173A I D5.0 99.2 158.8 19-1/8* 195.0 195.0 151.9 195.0 30' 36, IL 1 32* 168.13 195.0 96.0 129.0 28* 78" 148.4 195.0 85.1 i3s.1 26-1/2- 38-3/8- 191.2 195.0 109.6 146.1 m 0 36" 150.0 195.0 86.0 114.7 30, 13B.5 195.0 79.4 1 127.0 37* 136.9 182.6 78.5 l04a7 0 40' 1,35.0 180.0 77.4 103.2 32' 129.8 195.0 74.4 119.1 19-1/6' 195.0 195�0 153.5 191.9 42' 125.6 1 171.4 73.7 95.3 20" 1950 195.0 132.7 195.D 26-1/2- 50-5/8- 193.2 195.0 110.8 13&5 8 132.7 176.9 20' 195.0 t95.0 2 e 84' 0 195.0 110.6 165.9 37' 13B.4 173.0 79.3 99.2 192.9 195.0 25�i 24' 110.6 147.4 25" iN 195.0 94.8 142.2 19510 195.0 123.3 195.0 '0 28' 165.3 195.0 94.8 126.4 1 32- 154.3 105.0 8815 132.7 26-1/2' 63' 155.13 195.0 89.0 155.8 30' 154.3 195.0 88.5 117.9 37' 111.2 194.6 613-8 11 IJI In 42' Ll 0 m 32' 144.6 192.9 --- 82,9 110.6 42' 171.4 58.2 98.3 1 0�u 36, 128.8 171.4 73.7 98.3 19-1/a" 195.0 195.0 1 130.8 195,0 1 40' 11�3 15".3 66.3 80.5 26-1/2" 74-1/4' 184.7 95.0 94.4 151.1 I i C_ 37, 88,�S 108.1 42' 2 145.9 63.2 54.2 67.6 20' 195.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 24' 28" 192.9 195.0 110.6 138.2 30, 48- 180.0 195.0 103.2 129.0 168.a 195.0 96.8 120.9 1 0 32' TYPICAL ANCHORS: SEE:ELEV.FOR SPACING 0 uj L�j 36, 187.5 86.0 107.5 150.. 40 135.0 163.8 77.4 96.8 114- DIA. KWIK-CON 11 BY 'HILTI'(Fu-m ICSI,Fy-157 KSQ 42' 1 128.8 160.7 73.7 92.1 1 1/4' DIA. ULTRACON 13Y 'ELCO' (F�-177 KSI,Fy-i5n KSI) 20' 195.0 t95.0 137.6 195.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES b 24' 195.0 195.0 li4.7 172.0 1-1/2- MIN. PENETRATION INTO WOOD n1m 28' 171.4 195.0 98.3 147.4 J 30* 160.0 195.0 91-7 17 THRU 1BY BUCKS INTO CONC. OR MASONRY r OR PA S KS rR'CTU R IG y ES "'57 Kr -r 4)D SONRY 54, 1-1/4- MIN. EMBED INTO CONC. OR MASONRY zs MASONRY 'NAD CR') (MIN. T 32, 150.0 195.0 86.0 j129.0 m a E;� ,36' 133.3 195.0 76.4 14.7 DIRECTLY INTO CONC. OR MASONRY 0-m 0 40* 120.0 180.0 1 58.8 103.2 4" MIN. EM13ED INTO CONC. OR MASONRY 42- 1 t4.3 171.4 65.5 9&3 20, 195.0 195.0 123.8 185.8 F DRILLING SCRE (GRAD CRS) 24" iao.o 195.0 103.2 154z.-a- INTO MIAMI-DA pp DNS (MIN. THK. .090") 1. 154.3 195.0 8a.5 132.7 INTO METAL STRUCTURES 3i 30, 144.0 195.0 82.6 123.a STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) so, I ANCHORS W/ SHEAR CLI ANCHORS WITH SHEAR CII Es 32' 135.0 195.0 77.4 115A ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) 36' 120.0 190.0 08.8 103.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 162.0 61.9 92.9 40' 12"'0 TYPICAL EDGE DISTANC 42' 1.2.9 154.3 59.0 .5 20' NTO e NeRM Al D MAS I4RY----2--T/2-MIIq. 24' 195.0 195.0 117.3 154.2- INTO WOOD STRUCTURE = I" MIN. 28' 195.0 100.5 140. 0 INWMETAL STRUCTURE = 3/4' MIN. f717 - 7 30" 66, 163.6 195.0 9.3.8 131.3 0 0 00 0 OONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. 32' 153.4 195�0 88.0 123.1 0 C-19a HOLLOW/FLUED BLOCK AT JAMETS I'm - 2000 PSI MIN, 36" 136.4 190.9 78.2 109.5 0 so 0 0 0 a 40* 122.7 171.8 70.4 98.5 E.g,.JAVAD AMW 20' 195.0 195.0 129.o 180.6 CML PRODUCTREVISED FLA.PE 70592 24' 187.5 195.0 107.5 150.5 GAN. 638 ea winplying wilh Lhe Floridn I u Iding C de 28' 72' 160.7 195.0 921 PI. NO 1.9 129.0 0" 150.0 195.0 au 120.4 pimL'Im,Df, 32' 140.8 195.0 80.6-1 112.9 By druwtng no. 36, _ 12540 i75%0 7 1;7 1 100.3 mia .,&k-P ostr I W98-100 *00 9 0 0 0 Poe 0 0 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM 13UCK FRAMING DETAILS OF ALUMINUM BUCX OF ALUMINUM BUCX OF ALUMINUM BUCX R ER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES 0 INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS -1 F USE LOWER APPLICABLE VALUES. WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. z --- THEIGHT LXT.(+) INT.(-) E)Cr.(+) IN7.(-) EXr.(+) INT.(-) WIRW 1. 10.0 195.0 20' 05.8 120.0 19-1/8" 110.0 195.0 2 110.0 195.0 24" 90.9 120.0 26-1/2' 110.0 195.0 IL 26' a 0 28" 110.0 186.5 2B. 76' 8D.5 110.3 37- 110.0 1 B4.2 0 0 30" 110.0 182.4 30- 76.3 104.7 42' 1 io.0 152.4 32' 36, 110.0 179.5 32, 60.0 60.0 isi-i/s, 110.0 105.0 36" lio.0 172.6 0 b 36' 110.0 1 1772 60.0 60.0 26-1/2- 38-3/8, ej 0, 40' 105.8 145.1 20- 102.7 120.0 1 37' 110.1) 156.3 c, 42" 1 97.0 120.0 24' 58.2 120.0 95.7 120.0 20* 110.0 179.5 29" 78' 77.9 120.0 is-1/81 110.0 105.0 24" '110.0 159.6 30" 73.9 101.3 26-1/,. 50-5/8, 110.0 154.7 28' 106.9 146.5 32- 1 60.0 60.0 37* 94.0 1 120.0 30" 103.5 141.9 20' imo 120.0 1. 89.8 1 120.0 42' - - 32" 100.7 138.1 24* 97.0 120.0 19-i-/a-' 109.3 149.9 36, 07.0 120.0 28" 84, 85.5 117.3 26-1/2" 63* 84.5 116.2 40' 95.2 1 20.0_ 30- 60.0 60.0 37* 67.9 93.1 1 #14 SMS 4r 1 95.0 120.0 1 32* 1 mo 1 60.0 1 42' 60.0 60.0 AT 5'FROM ENDS i1o.0 195.0 ig-1/8- 110.0 154.8 17"D.C. MAX.AT JAMEIS (3 20* 24"D.C. MAX.AT HEAD/SILL 24* 110.0 177.3 26-t/2" 74-1/4' 86.4 118.5 014 SMS 28' 110.0 160.9 37" 60.0 60.0 AT 5" FROM ENDS V) 30, 110.0 154.B 19-i/a, - 109.9 120.0 /-17"O.C. MAX. AT JAMBS It 48' 21V O.C.MAX.AT HEAD/SILL .0 32' 1D9J 120.0 26-1/2' 76' 84.0 115.2 0 36" 103.5 120.0 37' 60.0 50.0 -+ 9.8 120.0 19- 3 120.0 m 40 -9 82.7 1`13.4 42* 95.0 120.0 21-'1//81- V) 60.0 60.0 26' 110.0 174.11 L 37- '08, 0 to 24' 110.0 152.0 28' 99.8 120.D --------I-TT I 0 30* 95.5 120.0 4. 0 54" �;sc 32" 91.9 120.0 .4 TYPICAL ANCHORS TYPE V 36" B&2 1182 �TYPICAL ANCHORS TYPE*A! OR '13' 112.7 AT 6*FROM ENDS AND AT 6"FROM ENDS AND ------ 40" 82.2 17 D.C. MAX.AT JAMBS 17'O.C. 6M.AT JAMBS 1. 1 80.6 110.5 ..2.1/2-MIN._ 1 7-D.C. MAX.AT HEAD/SILL I'MIN. 24-D.C. MAX.AT HEAD/SILL 20" 110.0 153.2 N 24' 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' -11 L 28' 86.8 9.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING OR WOOD STRUCTURES 30" 1. 87-8 113.5 1/4' DIA, KWIK-CON 11 BY 'HILTI (FU-163 KSI. FY-157 KSI) 2BY WOOD BUCK A 32" 79.4 1 DIU TYPICAL INSTALLATION DETAI 36, 713.9 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDESIUSING ALUMINUM BUCK SYSTEM 1. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 60.0 60.0 > 13 - 1/4 DIA. LTKAUQU:ME� (Fu-177 I(SI, Fy-155 KSI) 20" 110.0 171.0 :2 !2 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 A4151 24' 107.8 120.0 0 1-1/4" MIN. EMBED INTO CONCRETE -.D65 a R R g 21- '1.0 '27 '1.D ' V 2 1)5.7 V77 a '0 .7.0 40 9*9 '6,2 51 ..5 '0.0 M Al 1, 7 K6 a g5. 25' 95.9 120.0 2-1/4- MIN. EMBED INTO GROUT FILLED BLOCKS 30' 66" 91.3 120.0 32' 87.3 119.7 C 114 SM (GRADE 2 CRS) am 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES bg,.JXVAD-AHMAD PROD=RVLRD .1 4D* 60.0 60VO 1.436 CIVIL lyios with"Florid* 1-1/2' MIN. PENETRATION INTO WOOD FLA,PE'V 20' 10.0 154.5 .903 30592 43 ton']? 1 .125 CAN. 8 Building Code JE;-Osllz.tq 24' 97.0 120.0 TYPICAL EDGE DISTANf�E 0 0 000 000 Accciptsuce No railoo,Date 20 jj 86.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 0 :6LUMINUM DU* OE:IONALOCOVE -& Ila 72' 00 #6063-46 08063-9 By 30, 81.7 1120 INTO WOOD STRUCTURE - 1" MIN. 5 drawing no, 0 1 Produet 32" 77.9 10' CONCREIT AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. 000 0 W98-1 0 6,9 36, 60.0 1 60.0 C-90 HOLLOW/FILLED BLOCK AT JAMEIS f'm - 2000 PSI MIN. 0:0 0:0 0:0 MIAMF MIAMI-DADE COUNTY lw=km PRODUCT CONTROL SECTION 11805 SW 26 Stree�Room 208' DEPARTMENT 0! �F REGULATJQAY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 1,�'E AD DIVISION T(786)315-2590 F(786)315-2599 www.miamidade.gov/economy NOTICE OF ACCEPT (NOA) AD' AC E AN T CCGI Windows &:C I Doors ne Stre 10100 N.W.25'h Street Miami,Fl.33172 S SCO COPEL: t ISSU u r g issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. *If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 9 0 .0 This product is approved as described herein,and has been designed to comply with the Fjoriqm 13-aildimillije, i Ve ci H,;—P 7nn,- —Z OL V CDESCRIPTIONt; Steries L11160 Sentinel"Aluminum Outswing glazed Doors w/wo Si V�NF.76- 0 Tl� OC I:�A:L DOCUMENT:Drawing NoW13-01 Rev D,titled "Series 160 Sentinel O.utnvk�W Doors?k4�eets I Mru 0 of I I of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and latffYvised on*AY6 05,2@4f,*% Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Contrbt MUsion sTA4 lith thte 0 0 0 Notice of Acceptance number and expiration date by the Miami-Dade County Product COrXsection. 6000:0 :00:*: 09 MTSSILE IWACT RATING: Large Find Small Missile Im act 0 0 0 0 000000 p 0 Limitations: *00000 1. See Design Pressure ratings single and double doors in sheets 1 &2 single sidelite in*sAeer3 andIck1twitullioil in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly! 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA*shalt be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ' TE RMINATION 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 I and evidence pages E-I&E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1.Chanda,P.E. NOA No. 14-1015.04 Wmmmi-DADrz COUNTY Expiration D Lte. Au:) a : gust 08,2018 pproEi (I val a te. ugu. st 2015 (Approval Date: August 13,2015 page I Page I CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel outswing Doors",sheets I thru. of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation, dated 0 1-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#13-0226.06) 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sill S-I only) 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 -Along with manufacturer's parts and section drawing marked-up drawings of aluminum out W/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 :096:9 0 000000 3) Cyclic Wind Pressure Loading per FBC,TAS 203-04.*. Along with manufacturer's parts and section drawing marked-up drawinu:jt gumin a*n dielites issued by Certified Testing Lab., 'test Report No. CTLA 3056WC (sample.jtj�dated 04ZI 6/201 0000 0000 signed and sealed by Ramesh Patel,P.E 6606 0 0 00090 0 0:0 0 C. CALCULATIONS 000000 000 0 1h 00000 Anchor verification calculations and structural analysis, complying-Ut?FBC-2014.0,(5 000000 Edition),prepared by Al Farooq Corporation, dated 10/06/2014, QSAVI$5 and laist revised ox* 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. NUTERIAL CERTIFFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours& Co.,Inc. for their "DuPont Sentry Glass 9 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(51 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises# 13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & 12-0553, dated 04/25/1'2 approved by RER. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 u 72" 37-1/4- HEAD ANCHORS AT STILE ENDS DOOR FRAME WIDTH DOOR FRAME WIDTH QUANTITY CHART lm�mj- 2 ANCHORS 6 S E CHART FOR GUANIJIT ANCHOR TYPE 3: 6"kw. TYPE 'A' 'B'OR'C' 6. S, 3- AT STIL�ENDS HEAD/SIUL SHIM 'A' 'B- 0 t� Z� HEAD/SILL CORNERS 1 4" r.m I 4 4 4 CORNERS A 2 IL 3/ 6 6 6 1 2- 7 7 0 W L 0 if r 0 I -'l L 0. c c Wz E FRODucrREVINED S2 m Wulf The Florw 0 LOCK OPTIONS 0 x x 0 SEE SHEET 9 17-16 15,0 y- -it _Z6 1 4 It I 0 t�j n 0 La V) It SERIES SENTINEL 16 It 0 C-4 7 x ALUMINUM OUTSWING a DOOR W1 SIDELITF zi! V)t� ACTIVE ACTIVE - ------ INA (VE - V, APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS tE n WITH OR WITHOUT SIDELITES. td B SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z: B ?::0 .8 10 CAPACITIES. 70- '<. 0 SEE SHEET I FOR SINGLE OR DOUBLE DOORS DESIGN LOAI 8 ::23:1�/:2" ] 2.3 1�2' 0 -S. 23 1/2- SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIF J 2 ANCHORS D.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. 0-m 5- TYPE 1. 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY AT STILE ENDS TYPE'B' FALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. AT STILE ENDS MAY BE USED TYPICAL ELEVA-Iffil TYPICAL ELEVATIO THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE xx REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUD114G HIGH VELOCITY x HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO ai DOOR OPTIONS TRANSFER LOADS TO THE STRUCTURE. a W D L. AN 4 RS 5 DOORS LOAD CAPACITY PSF DOORS LOAD CAPACITY PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SINGLE DOORS (X) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAM. or INSUL-IAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS DOOR DIMS. LALM. or INSUL-LAM. ----I TffFT-T--1 -FRAME I I-TF FRAME ARE NOT PART OF THIS APPROVAL RAME7 LEAF INT.(-) WIDTH t�E'ldkll` *F*U+)* I ki 0 a 00 WIDTH 1 .1. 1 1 TH I �V`IN NT 0 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2 21 IfI i.1 -1 37-1/4-1 35-._l 96- 1 89� 72" 1 35'�-j 40r" I V 4 W 0 0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT COME INTO NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. 90 411,11,410 0 0 0 0 OF CURRENT FLORIDA BLDG. CODE. .2 El:�lA'ADLA'H.11A0 NOTE: FLUSH BOLTS AND LOCKS MUST BE PE ENGAGED TO HEAD AND SILL DURING 0002 Q.1 L)-nlMq, 000 PERIODS OF HURRICANE WARNING. - 12.870" 0 Dl.�. HEISHT = FRAMEOHEIIISH16 D.�A ME:H (Y.DOOPT=:F?El IDTF:- 13.15" NOTE: O.L.O. Wllgbilf(XX CSORS) is VAC"- Q)8/2 drawing no. GLASS CAPACITIES ON THIS SHEET ARE Goo 0 000 0 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL Wl 3-01 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. �Cshect I Fil 670 -jni z W 37-1/4' 72" HEAD ANCHORS AT STILE ENDS 0 DOOR FRAME MOTH DOOR FRAME WIDT QUANTITY CHART CHORS SEE CHART FOR QUANTITY 0. �tj 60 MAXI 'El' OR C. 6"MAX. ANCHOR TYPE AT S E ENDS HEAD/SILL SHIM 'A' B 8 HEAD/SILL CORNERS 1/4' 4 0 CORNERS IL 6 W 1 2 0 0 A.-1 L .0 1 I Lu IN c it =1 It,=== I c E �E tj LOCK OPTIONS ie K 0 SEE SHEET 9 J. V, 01,!a !2 0, ftODLIC r REVISED bWdJ%C0(k 14 At".r4 0/ 10Y 'n z Z- _j f. On A TWE sb* con Z 2� �c, ACTIVE C.OPTI. NI SEE SHEET I"fil C. E2 Ij I 10 23 1/2' 23 1/2' u 23 1/2- 2 ANCHORS D.L. OPG. D.L.OPC. �TYPE 'S' 4 ANCHORS SURFACE APPLIED AT STILE ENDS TYPE'B" FALSE MUNTINS AT STILE ENDS MAY BE USED A99:r A c fl TYPICAL FLEYMM FOR 3 HINGE D093 TYPICAL ELEVATION FOR 3 HINGE DOO X—) xx 0 RA PC j 70592 C-kN.3538 Engr:JAVAD AHMAD CIVL drawing no. W13-01 A�O 6 e2915 sheet 2 of I I I 0:0 144' MAX. FL-W u 37 1/8' 36* 72" 36" SEE CH,4,RT FOR QUANTITY § SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELffE WID 11FAD AN011ORS z B:: F-. B,�. ""'Ii'LION ENDS 0 6" MAX. 3' QUA�;_=&IIART 6' MAX. HFAD/SILL TYPE 0 C.RN'RS 'B' 'C' HEAD/SILL F C. (�F SHIM A! 91 ff CORNERS 0 a 1/4' 4 4 4 1 11 1 1 3/8-��6 19 r, , 1/2* 7 7 0 f� jH. C) Ll--- H H H 51 E I FASTENERS SAME LOCATIONS LOCK DNS I SEE �Ht AS ANCHORS SHOWN ON SHEETS 1 &2 _j 4 0 V) ACTIVE INACTIVE B 0. G G z Q 0 31 1/8* 31 1/8- 23 1/2' 23 1/2- 31 1/a.. 1! a D,L. OPG. D.L.OPG. D.L. OPG. D.L. OPG. SURI-ACL APPLIED 4 ANCHORS FALSE MUNTINS DESIGN LOAD CAPACITY PSF TYPE'El' MAY BE USED SIDELrrE TYPICAL ELEVATIQU AT STILE AND STATIONARY PANEL(0) TYPICAL ELU&M MULLION ENDS SIDEUTE FRAME (SEE NOTE BELOW) oxxo WIDTH HEIGHT 0 FWIDLIC f REVISE13 INCHES INCHES EXT.(+) INT.(-) SIDY-LITE OPTION ft�PIYI-z.1d,o1w Florid, ol 24 80.0 80.0 '1 Cde A.L.-e N. it 30 80.0 80.0 33 B4 80.0 80.0 36 '2 1141p r-dd cmtrw 73.8 73.8 39 42 ba.6 68.6 411D.L.40. IqEIGNT 0 FRAME HEIGHT - 12.875" 24 �0=2 8D.0 L.:. I&I'l = ADELJTE WIDTH - 6" STAND ALONE SIDELITE ONLY es DdL.O.1610TW =*WD%UTE WIDTH - 4.875 SIDELITE 10 DOOR ONLY 33 90 `,0,0 Fngr.JAVAD AHMAD 36 CIVIL 37-1/8 77.6 FLA.PE#70592 G 0 0 0 0 0 0 CA 3538 73.8 39 7 .8 24 80.0 80.0 30 80.0 80.0 0.0 :0 :0 'IM5 drawing no. 33 96 80.0 80.0 Wl 3-01 36 80.0 80.0 Of 1 37-1/8 - 77.6 DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR FRAME SIDELITE SIDELITE FRAME SIDEUTE FRAME SIDELITE FRAME E TO DOD U ON WIDTH WIDTH WIDTH WIDTH r-W117TH WIDTH T,WIDTH 0 SIDEUTE (SEE NOTE B z WIDTH ETR. 0 INCHES INCHES INCHES EKT.(+) 0.0 80.0 H C 24 C H 80.0 80.0 0 30 :1A all - /�`,D W 0 IL 37-1/8 77.6 77.6 0 39 73.8 73.8 0 42 68.0 68.6 cy 0 IL BO.0 80.0 0 a f. 30 80.0 80.0 X0 OX0 xOX 1% 0 K 33 35 90 80.0 solo Ox --9 z 36 80.0 80.0 37-1/8 77.6 77.5 SIDEUTE DOOR FRAME SIDELITE DOOR E SIDELRE 39 73.8 7. WIDTH DTH Wil H WIDTH u 8 rwI 24 80.0 80.0 30 80.0 80.0 33 35 96 8010 80.0 H 14 E 36 80.0 80.0 37-1/8 77.8 77.6 V) O� 0 10 V) �N oxx DOOR STILE OXXO ri M LLION 0 END AN HORS-/ END ANCHORS PRODtJCVREVISFD xxo SEE SHEET 3 SEE SHEET 1 -11h fh,Fl.rw, bddlas Cd, 0 00< cg Cmi LEAF SIDELITE WIDTH DOOR FRAME WIDTH 0 SINGLE(X) 37" MAX. DOUBLE(X)O 7r MM. SIDELITE TO DOOR NOTE: INSTRUCTION2 0 GLASS CAPACITIES ON THIS SHEET ARE N -09 SEC. GUSTS) 0 USE CHARTS AS FOLLOWS. BASED 0 ASTM E1300 (3 AND FLORIDA BUILDING COMMISSION 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM 000 60 DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEET I. 2. SELECT LOWER OF SIDELITE TO DOOR MULLION CAPACITY FROM TABLE ABOVE. 0 0 CA.N 538 3. LOWER VALUES FROM STEPS I OR 2 WILL APPLY TO ENTIRE SYSTEM. 9 :9 drowiii no. wi f 11 47-J" z 0 < 0 li�<< 0 0 1.9 3/16-TEWPERED GLASS 0:1.. I 3/8-AIR SPACE < IF 1 0 3/16-ANN.GLASS 3/16-HEAT STREWD GLASS 3/116-ANNEALED GLASS LO .075"Soflex CP With PET Car. .075'Saflex CP With PET Core — .075"Suflex CP With PET Core By'Eastman Chemical Co.' — By'Eastman Chemical Co.' By 'Eastman Chemical CO.' .099;Soll-x Clear And Color G1035 .0W Saflex Clear And Color Glass .090"Salley Clear And Color Glue. — By'Eastman Chemical Co! — By aalmon Chemical Co.' — By'Eastman Chemical CO.' NTERLAYERS- iNTERLAYERS- INTERLAYERS- .0W Kuraray SentryGlus — .0990 Xuraray SentryGlas — .090"Ku,.ray Se.tryGI., — By 'Kuroray America. Inc.' By Kuraray Americo. Inc.' By'Kuraray Americo, Inc.' 25 V) .090"Kuraray Butocite PVB — .090" Kuroray Butocite PVB — .090"Kurcray Butocito PVB — By'Kuroroy.Americo, Inc.' I Lhi 11 By 'I(umray Americo. Inc.' By'Kuraray America, Inc! 0 L 9 0 W 3/16-ANN. GLASS 3/16- HEAT STREWD GLASS 3/16-HEAT STREWD GLASS -M! S LICONE SILICONE SILICONE Momi:r REVISED DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 -0 FDOW CORNING B99 [-DO OORNING 899 W�pbrl*v with the north W v) GE!j C GO GE-1200 20 E!iCORNING 899 b-bilscode 200 A"vptsews No 1) 0 K) - Date M Ed Z 14 1 0 14 XL EDGE SPACER ST. STEEL BY'CARDINAL! OR W DURASEAL BY'OUANEX' OR SUPER SPACER BY'QUANEX' 28 AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS E 7/16" LAM. GLASS 7/16" JAM. GLASS I" OVERALL INSUL. TAM. GLASS GLAZING OPTION OC Engr�dAVAD AHkM a CIVIL I FLAA if 7 592 o k� 000 00* C_ 3538 5 2015 dr-owlng no. W13-01 sheet 5 oil 2EY WOOD BUCK EDGE DI TYPICAL ANCHORS I E DIST D BUCK OR ST. 1 BY woo WOOD STRUCTURE METAL S70TE SHEET 1 SEE ELEVATIONS m G SEE NOTE SHEEr I STRUCTURE FOR S7ACIN EDGE EDGE DIST. z 00 0 W SR 0 E0 ED N 4EDGE EDG.E.,,OIST,,, U.C' _17 0 23 TYPICAL ANCHORS 21 01 SEE ELEVATIONS S I TYPICAL ANCHORS TYPICA L ANCHORS FOR PACING 0 IIL< SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING I ------------------ I 5 MIAMI- z 0 MCL PE SEE S WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WI WS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ------ AND TRANSFER THEM TO THE BUILDING STRUCTURE. 20 TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'g- 1/4" DIA, ULTRACON By 'ELC (F.-177 KSI.FY-155 KSI) 2-3/4' TYPICAL ANCHORS SEE ELEVATIONS w �? 0 'a, INTO 28Y WOOD BUCKS OR WOOD STRUCTURES FOR SPACING 0 uj 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY �E 0 R 0 1 3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ia 0 . : - 0 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o rA IYPE LCO' (F-177 KSI, SI) IIIA JL 0 MIN. LENGTH-mn2�-�31-RA- 0- li DIRECTLY INTO CONC. OR MASONRY a u 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) Lo� 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) MDU,crREvjSiI —plib"with ih�PMA& TYPE 'C'- 1/4" DIA. TESS OR SELF DRILLING SCREW (GRADE 5 CRS) hwims C.10 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. Amptalit"N. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 8 71 1 A,! c STEEL : 1/8" THK. MIN. (Fy 36 KS1 MIN.) Z"� .5 ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) 15 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANC INTO CONCRETE AND MASONRY = 2-1/2" MIN. NTO WOOD jTKUCTURE = I" MIN. ZO M_ MCE I 3:4".ft 0 21 WOOD AT HEAb OR JAMS 60 0 0065#AIN.e 23 13 CONCRETE 4T AAD,gig.AjtBt it*..0300b PSI MINI. %W*�FILN 13LOCK A JAM S f MIN. C-90 HRL Engr:JAVAD AHMAD a ANCHORS MAY BE HEX OR FLAT HEAD. CIVIL FLAL PE 7DS92 CAN. a SEALANL"' ALL VATS ANi 11FRAIAE JCNNECTICtS tEALI) WITH& TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS GE SOGA( CONE W*ANT. e FOR SPACING FD�07R:D:ETAIL� Soo 0 0 0 090 0 a z SHIM JBY WOOD BUCK SEE NOTE SHEET 1 0 ACTIVE LEAF TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS 21 FOR SPACING SEE ELEV FOR SPACIN6 0 ah 27 "WDUC17REVISED 23 15 c 7 ,Phu$ Ilk 6t Flluk 7 b.W)04 D.L.OPG. 25 26 EXTERIOR iDutt44,*" METAL 25A 25B 3 POINT LOCK STRU CTURE LEAF WIDTH \-WITH DEAD BOLT SEE SHEET 9 WbAd tb*p CostrW DOOR FRAME WIDTH u) 0 t3 n 0 W 3/B' MAX. SHIM 3 POINT LOCK 28Y WOOD BUCK 3/8*MAX. SHIM WITH DEAD 13OLT OR SEE SHEET 9 WOOD STRUCTURE FLUSH BOLT SEE NOTE SHEET 1 2!-,i, CONCRETE- P INACTIVE LEAF OR'"": 0�P9 O�RY ACTIVE LEAY ��:m 16 0--w 24 TYPICAL 06 19 S EL FOR N w TYPICAL ANCHORS v 7 7 7 SEE ELEV. D.L.OPG. O.L.OPO. FOR SPACING 19 EXTERIOR LEAF WIDTH DOOR ITE WIDTH 0.. 00 000 06 0 0 0 00 agr:JAVAD AKMAG CIVIL FLA.PE 1 70592 E; 0:0 CAN 3538 drawing no. DOOR DETAILS (sheet 7 of 1 I)l % *so 0 0 0 so* * TYPICAL ANCHORS C, SEE ELEVATIONS R 3r Fp §PACING z �-EDGE'Di T.� CpNCR ft. CONC.Etc. 2 3A 0 0 b 05, Cf 0 OU 0'3�2 It ii 146 z In 0 61 Kw.- i MATING JAMS FASTENERS SH114 . FOR LOCATIONS SEE DOOR JAMS SPACING w o CONCRETE 17 ON SHEETS 1 & 2 0 ta a OR 0" MASONR� 03 ,F p s 0 0 6 0 r) m 0 ...... I K ZLL C, --A EXTERIOR 4 26 D.L. 0" SIDELITE WIDTH DOOR FRAME WIDTH 25 7 MAX. SINGLE (X) FRAME WWII 72"KAX. DOUBLE(XX) TYPICAL ANCHORS 4"LONG PLY SEALANT PRaDUCrREYISED SEE ELEV. AP -—pb4ml*itk tk F6" FOR SPACING BEFORE MATING behilka C.& Atctplwt 14* v ti A2 0 NOTE: i-imrp Am-*rO L�TRiCTCR*EeAT JAMBS TO 3/8" 13 *Go 000 00 7 E.gr:JAVAD AHMAD CNIL RA PE 70592 CA.N. 538 RtTE druwing no. �ONC wi 3-01 EDGE DIST. TYPI AL ANCHORS *09 0 *00 0 —�LITE�DETAILS 4 1 SEE CELEVATiONS rSIDE I sheet 8 of 11 FOR SPACING 0.0 0 BILL OF MATERIALS MISCELLANEOUS z EXTRUSIONS 0 ITEA I PART No. DESCRIPTION MATERIAL Wflf, REMARKS ITEM I CODE PART DESCRIPTION ul N. AHn OR mim -189 6063-T6 I EXTRUDER 2L His xC-1947 FRAME GASKET TO. mw OR ED' CIS FRKAE HEAD AND SO L K 22 HIS 320114 mo rug Gov FOAM I AMESBURY OR 2 mr-190 FRAME 06346 CGI EXTRUDER CGI EXTRUDER 23 K5 v3332JNG .187 x.320 VFATHERSTRIP PILE W/CENTER FIN WOOL ULTRArA OR EOIJLV CGI-196 SIDELITE HEAD AND SILL 6063-T6 OR 3 WOUl.W/FIN ttLTRA-FAl OR EQUI 4 CGI-197 FREE SIANDING SIDELITE JAMB (A63-T6 C61 EXTRUDER --F-332ING .187 1=HIGH FILE YSTRIPPING a 24 M8 V3- CL.TD. MONGE(4 1/2'X 4') ALUMINUH CGII-CUSTON i'ff x 0 U 5 CGI-190 RATING SIDELITE JAMB 6063-16 CGI EXTRUDER 25 H9 CH-108-B NA 6 CGI-193 PANEL TOP AND BOTTOM RAIL 6063-16 CGI EXTRUDER 25A Ifil) AM-Un2D ma(4 1/2'X 41 MAr.M 2 7 CGI-194 PANEL VER71CAL STILE 6063-16 25B Nil A1814-US3 HM(4 1/2,X 41) S/S LAGER cy CGI XlRUDEI C..CUS'. 06 1 26 94 CGI-362V GLAZING BEAD BULD VINYL MR BLOCK Ef 9 CGI-199 El— �7 3/81-16 Ful LY THREADED ROD-SECURED WITH 3/8'HEX HUT �ZINC P-ILAIED 12 CGI-19i FRAME HEAD AND SILL CREW COVE I ON I DMETEIR em SNGj 13 CGI-192 FRAME HEAD AND SILL"TED SCREV COVER M-7 I SETTING RM(2 PER LITE) EPON W .5 CGI EXTRUDE W U) 14 CGI-121 7/16'GLASS GLAZING BEAD 6063-5 CGI EXTRUDER S K L' 9 Y3 Is CGI EXTRUDER B! 14A CGI-123 L Is LGj,, ,*m CGI FITRUDI'll NOTE, ITEM NUMBERS 8. 0 & 11 ARE NQi USED CGI."� 26 ASIR" 17 1 CCI-508 SCREW CUM LOCKING HARDWARE PART Hm DESCRIPTION MATERIAL KAHUF. REMARKS CGI-4S63PL 3 POINT LOCK ASSEMBLY(ACTIVE LEAF) CGI-CUSTaN USED BY ALL OPTIONS "g 0 FlUl— CGI-CUSIGH USED BY ALL OPTIONS 0 CG 1204 Cr BALDWIN OPTION 1 5455 PASS 545S FA DUMMY. BALDWIN 9231 DEADIRILT(A BALDWIN cq w, OPTION JD6 WADECA-1(ACTIVE LEAF' 0 JIO TOR605 ACTIVE LEVER(ACTIVE LEAF) 0 JIO IOR605 NO LEVER(INACTIVE LEAF) DEXTER BY SCIL OPTIONAL I`R0D1JCrREyjSpA) Z OPTION 3 W410 DEADDILT(ACTIVE LEAF). COPPER CREEK ACTIVE LEVER(ACTIVE LEAF) b"cimplAn with I.I%rW& 11.222D A.1dial C.& N�. -.j L MY LEVER(INACTIVE LEAF) EL22W Ct C4, SCREWS 15 MMEXEM I PART Mm REKARKS 19 0 14 V4'HEX HEAD TEKS-MLLIOR ATTACHMENT 19 1 6 112,PAN HEAII SKS-ASTRAG WE 12,FROM ENDS X �AL ATTACHMENT ED f JO X 1 1/4'PH SMS-ASSEMBLY E�gr:JAVAD M D CINAL FLA.PE 7Q592 CAN. 535 0:0 0:9 drawing no. 00 W13-01 fs—heet 9 of I 1� A7-J Belk Ammbiy A�bly lifteg.Any. W.I.Assy. Rod Red— u< 1/2* 8.0 Any -.0 0 110 x 31f PH SMS nuAbdt 0 0. C—.t;on Wh Wh,d C, C', Keyed! i Keyed Deodbalt Avey. 18 x 1/2*PH MS Cybnder blpl— ritoauc r REVISED Lf map 2.1flif F19A& 1.2cal, AMPI""Ke/l/-/o/r- Y C, Keyed M%*.11-Diet L9 6�,R Cjhd. R.,hboll A0.1a N&.0 I**7nedw C-WW Wheel CUP. 0 �u TOP SECTION SHOWN (BOTTOM SIMILAR) Flushbolts(inactive Panel) Top&Bottom 000 0 0 0 g g g 000 0 000 --Cng,.JAVAD AH— CML L E t UN. '�%59' 0 .0 raw ng no. W 13-01 CGI CUSTOM 3-POINT LOCK 1.788 788 (57-j z 9 62 28 j .750 .080 1.590 '00 .100 �i,587 4.495 0 5.500 FRAME COVER DOOR FRAME HEAD/SILL 0 of 0 3.825 01, bo It 2.458 to Zip 1.625 TOP & BOTTOM RAIL 5.500 SILL COVER A� .080 6.438 .075 1.828 .465- 1.4140 0 s 0 Lu �075 3 4.495 3:CA -1 HINGE & LOCK STILE 0 z 0 SIDELITE TOP BOTTOM FRAME SIDELITE JAMB COVER 0 M a .326 .135 .185 PR()DU�rRFYISra .070 4= __;5 :Lrllrbt With th,Fb,, ,245 .4 cwk .805 L1.6 Of �No -/0 E Nit 18 1.115 22 1.060 Ab SHEAR BLOCK SHEAR BLOCK PLATE ASTRAGAL, ADAPTER 1175 1810 3.005 1.061 125 2.000-1 0 :t a k- .250 120 .500 .080 .0110 F . 4.000 A25 4..A 0 CLASSOSTOP (1'%M*tLASS) Engr:JAVAD AHMAD 1175 CML 4.000 .505 ILI-PE 10512 C.A.N. 125 T- - .120 2.388 1.465 1.465 00 0:9 -A 0 .050 0 c 00 drowing no. 0 1.184 1.225 000 0 9 W13-01 DOOR FRAME JAMB SIDELTE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) IF l�� so* so* 0 0.0 :0 0: V 20 FLU ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS z ASSEMBLY FASTENERS TO BE I N�ALLED PRIOR TO JOINING MATING JAMBs 0 0 b v 0 z W 0 ACC�SS HOLE HOLE CAP V,, MATING JAMB 5 00 FASTEN"IERS] SEE SHEET 8 FOR DETAIL y) 3:cl,e) 1-1 0 SIDELrrE JAMB CORNE SIDELITE MATING JAMB CORNE DOOR FRAME IOP e TOP & BoTrom ORNER TOP & BoTro in 0 0 0 0 27 Engr:JAVAD AHMAD CAAL I PE#71512 N 000 0 0 0 0 C-kN.35 00 LEAF TOP 13MOM CORNE Ln-L�01 or MIAMI- mIAMI-DADE COUNTY PRODUCT CONTROL SECTION MMA 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) B O,A R D_ ON DMSION T(786)315-2590 F(786)315-2599 TICE OF ACCE OA) www.miamidade.gov/econoiny CGI indows,&Doors 10100 NW 25h Street Miami,FL 33172 SCOPE: lations governing the use of construction is is eing issued under the applicable rules and regu -Dade County RER -7 materials. The documentation submitted has been reviewed and accepted by Miami Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality a:ssurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or materialwithin their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County produaittentrol....V he requirements of the applicable tuilillig codie.' Section that this product or material fails to meet t so 0 ed herein, and has been designed to comply-vjo.t�p FlorW4Alding... This product is approved as describ e 3 C:DEi SCRIPTION: series Clipped,Extruded Aluminum Tube Mullion—L.M.I. er= �.g 3A, titiel %tails",.�4eetj 1, 2,.0:,,,,0 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by.0-49rooq CorpQ*Ltion, signed, seated by Javad Ahmad,.P.E., bearing the 1�fiami-Dade County Product G@utroj Section Revision P'tance number and Expiration date by the Miar;i-JJa& Coijij�.t�pduct000e:o stamp with the Notice of Acce 0 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 NQA shall be cause for termination and removal.of NOA.ty a an ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Court , Florid , d 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. ded to the user by the, manufacturer or its INSPECTION: A copy of this entire NOA shall be provi distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-1220.15 and consists of this page I and evidence pages E-1 and E-2,as welt as approval document mentioned above. The*submitted documentation was reviewed by Manuel Perez,P.E. :NOA No.15-0420.08) M 1 18 Expirstlo:nDate: Marcl128,2018 I t 13 2015 CMIAMI-DADE COUNTY -Angus � :App:roval Date:August 13-2015 age Page CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBrMTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No..M95-13A, titled Series"Mullion Elevations and Details",sheets 1,2, 3, 4, 4.1 and 5 of 5, dated 11/25/95,with revision G dated 07/27/15,prepared by At- Farooq Corporation, signed,sealed by Javad Ahmad,P.E. B. TESTS i reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 1. Test 2)Uniform Static Aii Pressure Test,Loading per FBCj TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of casement win&wskulled using a 1"x 2"x 1/8" aluminum tube mullion,prepared by HurAiiaft;-.Testiijg Lob,Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Sjaq.Qt�apns Nb"?*And 2.... signed and sealed by Vinu J. Abraham,P.E. 00*0*0 0 :0060: (Submitted underNOA No. 08-0331.07) 0 2. Test reports on: 1)Large Missile Impact Test,Loading pei SFBCO VA 20 1-SW 0 0 06&006 0*0 0 am qj%40aluminuTU:fixeZ:::0 along with marked-up drawings and installation diagr 0 window,prepared by Hurricane Test Laboratory,Inc. Test Repo"140. 00 HTL-0080-0303-96, dated 03/06/96, signed and sealed by Tii4)th� 4.MaiZWV:jP.E. *0"00 : .00 0 :0660: (Submitted under NOA No. 95-0929.39) *0 A 3. Testreportson: 1) Uniform Static Air Pressure Test,Loading per SPBC,PO*2pi-94 along with marked-up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina,P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 04/13/15 and 07/25/15, prepared by AJ-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 Manuel P P.E. rol -n Product Control xa iner _t Cont I NOA No.1 - 420.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE D D. QUALITY ASSURANCE urces (RER). 1. �vfiami-Dade Department of Regulatory and Economic Reso E. MATE RIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. BTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory,Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 08-0331.0 7) :090:0 3. Laboratory compliance letters for Test Report No. HTL00OX303-96, issued b�"::_ Hurricane Test.Laboratory, Inc., dated 03/06/96, signed and**�Jjd b .-ftffluthy S.... y Marshall,P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525',I§sued b�llurricane Engineering &Testing, Inc,, dated 02/12/96, signed and sealed 1 0' ow P.E. (Suhinitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&Doors for their Series"Clipped"Aluminum Tube Mullion—L.M.I., approved-on 02/28/13 and expiring on 03/28/18. Manue er E Product Contro I V.'ir NOA No.15-0.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-2 1.000 .2,50"IYP. 4,U -1 HOLE HOLE -.125 z 2� 1 0 .12 2.000 MOD —TYPICAL Lff L 3' GI.AZING PRODUCT fl. 3' 0 Ix .332 w\4 1.000 Sx .332 IN\:3 _t 00 CLIP ANGL Of 0 6063-76 1X2 MULL10 KAI ml- 6083-76 [—?-ODD 6.000 -1.000 4�, _T 3=0 �-+OOO a LI 6 2 �j L-2.013D---J -.125 3.000 4,000 'W' DIMENSION MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS MULLION 'W' IN. HORIZONTAL OR VERTICA 2' 1.888 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING in 3' 2.688 g AR L 4' 3.688 0 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT 0 L 6' 5.688 AND CAN BE USED WITH ALL MLAMI-DADE COUNTY APPROVED En 0 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. Ix .9502 IN\4 Sx .6335 iN\3 Ix 2.9762 iN\i cn Sx 1.4881 iN\3 8 cq' 715 1X3 MULLIO RECTANGULAR ALUMINUM TUBE MULUON 6063-T6 2X4 MULLJON USING MULLION PROPERTIES ONLY 6063-T6 El NOTES2 =D 5 LB75 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE M 0 m 2.000 __fJ25 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING URMCANE ZONE(WHZ). _T ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE:WIND LOAD,WATER INFILTRATION. FORCED ENTRY RESISTANCE, WEGUARDS FTC. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY To TRANSFER -1.000 LOADS TO THE STRUCTURE 9 R .125 iRY 71IMrs ANCHORS SHALL BE AS LISTED,SPArED AS SHOWN ON DETAILS.EMBEDMENT 'p CGI-383 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO.TILE ETC.). 6063-T6 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL -.125 6,000 700 A LOAD DURATION INCREASE IS USED IN DESIGN or AmcHDRs INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 4.000 REQUIREMENTS OF THE FLORIDA BLDG.CODE F 13WRIUCTIONS; A, A, A, 9 0* U!:CIRV .Ml CIptit L 125 -J] I dlEOWRED PER ASCE 7 00 CIVIL PRODUCT REVISED L USE DADE APPRUVEDABLAZING PRODUCTS MEETING Engr:J&VAD AHMAO _!, tu. a,oomplying wILh Lhe Flodds A13OVE LOAD REQUIREMENTS. FLA.P 70592 BuIldlug Code STEP USE CONNECTION TO MULLION AS PER PRODUCT �4C.A.N.11238, Apt-r�.N.16'D+20.06 4.000 A APPROVAL. 000 000 ftpirvtlonDwj�046 000 0 IX 2.0374 IN\4 USING NEEI' EI*CT MULIKON SIZE WITH o.'G.!r THAN SiSN LOAD46PECIFIED JU 2 �1.141. DE By Sx 1.0187 114\3 Ix 8.2757 iN\4 IN'7TEP 4 0 0 0 0 1 u 2015 mimn' ada N.&.ct rd Sx 2.7586 IN\3 0 P USING ANCHOR WPE90N SHEEI%'k&tPAD ANCHOR GRAPM k MULLION CL.L A 70 -1 1 X4 MULL10 2X6 MULLIO Coj!�� 2BY TUBE 1:=p ON SHK%J0 SELEIIII ANCHOR TIPPE WITAESIGN RATING 6063-TO 6063-T6 6063-76 MORE THAN THE DESIGN LOADS SPECIFIED�N STEP I ABOVE, IC.h..t 1 of 5 A 0.0 .:. :* MULLION LOAD CHART MULLION LOAD CHART MULLION LOAD CHART U lx3xl/8 ALL 4ft c ALU C-GIIX2 NO BTEEL Coll NO STEILB �NO STEEL CGIIX 313-318 I N MULLION z z rLAZIN GLAZING 0 2 PRODUCT PRODUCT om 2 IL b. 0 k3s-6/B'l KUL-BF N �wjj- M 0 sr" N\— 7S TO BE INSCRIBED IL< -3� RECTANGULAR SHAPE 0 MULLION z 41 so-E,e- HORIZONTAL J- 4 L/4" MUL SF kK, 71N /4 .0 LL— X LUL ow— 9G- 74-11/4' GLAZING BLAZING 0 0 PRODUCT PRODUCT L 0 8 tz cn w MULLION SPAN L 20 A 3o 3 Ws do Ss 26 26 30 3S 40 46 50 SS big 65 719 79 BY 96 20 25 ag 35 40 49 60 69 60 65 d 76 E 0 05 0 d 6 60 rS 70 76 go or TRIBUTARY WIDTH INCHES TRIBUTARY WIDTH INCHES TRIBUTARY WIDTH INCHES -p: < v,-- MULLION LOAD CHART MULLION LOAD CHART TYPICAL MULLION AR NGEMENTS 2-2 bxl B ALUM. T E Z 2.4.1 TUBE -E to" r �O ALUM' N I 1 50 0 Corp NO STEEL X4 NO TEEL CGI 6 1 1 1\74-L/4- 2 n m WIDTH (W) W' tQ cn- 1 11-7- 84 MU.L G-AN` 63 \ 0 N I NQTE@ g 0 1\74 4/4 11 1 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 9 0, VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) Enqr�JAVAD AHWAD PRODUCT RFVISED RFLA. E,70592 ww- CML da t m complyins with the Flu] 0 3�,,deZ Cede 'A, F 00 M, 28 7015 v 32' M.— 419 45 60 65 60 65 711 'IS 8 20 26 Go 3S 40 49 SO- SS 60 A 016 4EP J:�IULLIONS 20 26 30 36 TRIBUTARY WIDTH INCHES if 96 TRIBUTARY WIDTH INCHES L 00 00 IN I ki I ILI 9 M ILI I M I I DIS go M 152,111310114 M011311111111 WININIMI also V2111 son 0 MININIMM IM111111010101 MNVINIMI memo ENO 1111111 on 1119111 NINNNOMENE on WN01111111 No 1 14 NINE 0 ILI 1611 0511011100111 ININ INSMINIS MINN I 1 10 a oil as 3314paillsom 11113 1 M1111 IN I NO a 11 1011cm on a 13111010101 0 see I No INN Is 0 am an I 11HRMINN 1113121ME1111 I so a INN an a in 0 on 11111 1 ommass IM 0 Is am IM Olson on . 11113 ENO Sol MEN to INN Wilson Ensign M NEI 009M Lin-sells 1 11191001 long son in son v I gains 1011111111111 111 NINE long 1111M son I SION011111110 oil loss I SIMMS' 11 , I son N105110110110 No long I I LINE 1121111 RMININ I go ji 's mam,1i Lq I I I I 1 11 110"1 as 1 12,1001 son INN I son@ email. is so a 11111101 oil am 101, 11 I INNER IS�NO,I I M, 11,164.11111 111 a I a 0 1311 WINDOWS"$.,WME VISOR 4/4"0 ULTRACON NkCH-WOOD BUCK I/ANGLE 1/4 0 ULTRACON 7TO ACCOMODATE 2 X 2 X 1/8' 2 X 2 X 1/8*_ 2/ANGLE :CLIP'.ANGLE TO KASONRY z z ALUM ANGLE— ALUM ANGLE ..- . 2 '3 2 X 2 /8- 111 14 S.M.S. 14 ALUM ANGLE- -M S. 2/AAGGLE 2/ASNCUE 14 S.M.S. 3/ANGLE MANG ANGLE LE I a 0 ULTRACON 1-3/8"MIN. EMBED A -21 ANGLE z 0 W M> 0 a.C 4-4 MULLION MULU MULUON LL z MULLION �4 CONCRETE OR NASONRY BLOCKS lErY OR ZE1Y 1BY OR 2BY WOOD BUrK WOOD BUCK MULLION 4-. -MULLION 2 x 2 X 2 X 1/8 2 X i/B ALUM ANGLE ALUM ANGLE MU N 2 X 2 X 1/8' 2-5/8.LONG 2-5/8-LONG ALUM ANGLE 4 3-5/9-LONG 0 0 4 Lun 0 z 0 m�p, a! F_ 4 04 :4 A 0 I.Z5DD 1.500 A� MAX. MAX 2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS .6 0 CLIP ANGLE ATTACHMENTS NOT APPLJCA13LE FOR 1"X2*TUBE MULL t5 0 IQ 3 SCREWS PER SIDE REQUIRED FOR I I MULLION- 4' & 6" TUBE MULLIONS 2 X 2 x IZ- ALUM AN 14 S.M.S. 2/ANGLE 2 0( ."o NOTCH MUES TO 0 90 0 —MISS MARBLE SILL 0: 0 0 OR TRIM 00 �0041 06 0 0 Fngr.AVAD AHMAB PRODUor REVISFI) CIVIL as coreplyinp,111.the Florid. FLA.PE f 70592 CA.H.353E, Bildinsrd. Acce.tance No Exillration Date WMA 20 . ......... . 0:0 .0. 9:0 0:0 drawing no.] �4 0 .0 so :0 L 28 20"ant ada Product ..... PRECAST CO 0 1/4-OLAL ULTRACON I/ANGLE 0 0 0 0 0 0 M95-13AI Or *:0 0 0 so* : :.0.: : : 000 0 0 :0 0: u 4/4"0 ULTRACON A IZ ANGLE A.1/4-0 ULTRACON Nh-rcH.WOOD BUCK z MULLION CLIP CUP 7TO ACCOMODATE MULLION /1-2/ANGLE -CLIP',ANGLE TO MASONRY 2 MULLION CUP a -4/4"0 ULTRACON 1-3/8"MIN.EMBED 4 ---- �/ANGLE MULLION MULLION WON C- 71,�4- UL ON, J.ULU.N MULLION u CQNCRErE OR NRY BLOCKS IffY OR 2BY WOOD%YCK 1BY OR 2BY MUU-ION -MULUON WOOD-BUCK MUL a a (Y 0 ----r7-------- r-1------- 0 ---r7 x r-T------ 0 0 0 ----------- A MULUON— ------------- .*0 00: .0. .00 NOTC.CUPS TO SEE SHEET*1.FOR ALlWUl 4LIN 610: TO 9 .,.MARBLE SILL OR TRIM 1BY OR 28Y TIOBE mu 0 ,:ucfNs 0 0 m 0 "0 AND FOR FAMICAl" OPTIM OF*MUL ON CLIPS Engy:JAVAD AHMAD PRODUCTROVISED 9 FLA.PE 70592 ""!a 0'0 -2 4 1 M—A 9:0 6 0 e%pimilon Date I, 0 0 Minm' do Pmduci Cmtrol ny NC:. �4 00 c 0 1/4"DLA.ULTRACON :. * .* ..0 :0 :0 rm T-1 4 MN.EMBED oo* 0 000 1/ANGLE Ju 28 2015 7 z 2 3 0 -ACCESS HOLE a 0 4 #14 X 1/2-S.M.S. 0:01 WOOD NCKS-A OT BY CGI W�DW* SEE CHART FOR OUIINTMEI TUBE MULLION MR 8 T BY CG' O� __"��LAN IL 4 14 SUSTAIN LOADS IMPOSED BY GLAZIN -0 M TMPOS By I I M T ST'UCT� AND TRANSFER THE 0 THE BUILDING STRUCT11E. ANCHOR No.or ----- CHART SCREWS SEE ELEV. FOR SPACING IrePE A 01 2 1 TYPICAL ANCHORS: V, FOR SPACRIG I TYP TYPECA:- 1�4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSL Fy-155 KSI) I Typ I �L �*-------------- NM 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD Ky i THRU 1BY BUCKS INTO CONCRETE THIS SCREW CAN BE 14 X 3/4 FH SMS NSTALLEO IN EITHER I I\,- I, 1-1/4" MIN. EMBED INTO CONCRETE DIREUTION f ER CUP AT IX2& IX3 MULLION 2 PER CUP AT LARGER MULLIONS T Typ y P ULTRACON BY ELCO (FU-177 K KSI) DIRECT I Gi 1-1/2- MIN. EMBED INTO CONCRETE _MUUJON ix 1/8-THICK ALUM CHANNEL-// 19Y OR 25Y TUBES 0 TYPE 'SH'- 1/4' DIA. ULTRACON BY 'ELCU (FU=177 KSI, FY-155 KSI) LENGTH TO FIT SNUG Ld INTO MULLION DIRECTLY INTO HOLLOW BLOCKS c" 1-1/4" MIN. EMBED INTO MASONRY < Ld g to;; OC111 THRU 1BY BUCKS INTO MASONRY Li 1-1/4' MIN. EMBED INTO MASONRY ANCHORS DETAIL 91 Z Z ZW METAL TO METAL CONNECTON 0 TYPE 'BF'- 114- DIA, ULIRAQ!2N BY 'ELCO' (F.-171 KSI.FY-155 KSI) DIRECTLY INTO FILLED BLOCKS L)�!M 1-3/4' MIN. EMBED INTO MASONRY THRU 19Y BUCKS INTO MASONRY I_1/4" MIN. EMBED INTO MASONRY TYPICAL EDGE DISTANC 3 iNTO CONCRETE AND MASONRY = 2-1/2" MIN. 9 NTO WOOD STRUCTURE = I" MIN. R INTO METAL STRUCTURE = 1/2- MIN. WOOD AT HEAD, SILL OR JAMBS SO = 0,55 MIN. R CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-00 HOLLOW/FILLED BLOCK AT JAMBS f'rn - 21300 PSI MIN. C Engr.JAVAD AHMAD PRODUCT REVISED CML as complying%vith the Flovida FLA.PE#70592 Bildmil;Code C. N.3538 Accept- N' IS-04jLO-013 0:0 09 0:0 L-spirstimt Data 2018 00 1 By drawing no. V :0 M95-13A JUL 2 R mlli Or