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WS-17-2074 N U074 Miami Shores Village Permif Type WlndowsJSh tiers l� g� tst 10050 N.E.2nd Avenue NE Y� f■ y �ttH gpU,1i�t RepiL' Miami Shores,FL 33138-0000 � , ;Pe at" to&W APPROVED arse Phone: (305)795-2204 FCNOR'lDA Issssuevafe:6117/2017 Expiration: 02113/2018 Project Address Parcel Number Applicant 965 NE 92 Street 1132060060040 Miami Shores, FL Block: Lot: HEATHER JONCZAK Owner Information Address Phone Cell HEATHER JONCZAK 965 NE 92 Street (352)262-1743 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 15,017.00 PRESTIGE WINDOWS&DOORS (305)820-5999 Valuation: Total Sq Feet: 235 Type of Work:REPLACING 3 DOORS AND 12 WINDOWS Available Inspections: No of Openings:15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.60 Invoice# WS-8-17-64898 DBPR Fee $3.75 08/17/2017 Check#:2182 $50.00 $248.10 DCA Fee $3.75 Education Surcharge $3.20 08/17/2017 Check#:2183 $248.10 $0.00 Permit Fee $250.00 Scanning Fee $15.00 Technology Fee $12.80 Total: $298.10 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,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the above-named contractor to do the work stated. cg<_z9z� August 17,2017 Authorized Signature:Own plicant / Contractor / Agent Date Building Department Copy August 17, 2017 1 Aug. 8. 2017 9:44AM Prestige Window & Doors No. 0549 P. 3 Miami Shores Village RECEIVED Building Department A9j1 7 017 10050 N.E.2nd Avenue,Miami Shores,Florida 33135 Tel:(305)795-2204 Fax:(305)756-9972 INSPECTION LINE PHONE NUMBER:(305)762-4949 " 141 FBC 20 14 BUILDING Master Permit No�') _ a(7 PERMIT APPLICATION Sub Permit No. ❑■ BUILDING ❑ ELECTRIC ROOFING ❑ REVISION EXTENSION RENEWAL []PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [—] CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 965 NE 92 St City: Miami Shores County: Miami Dade Zio: Folio/Parcel#:11-3206-006-0040 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: , OWNER:Name(Fee Simple Titleholder):Heather Jonczak Phone#:(352)262-1743 Address:965 NE 92 St City. Miami Shores -State: FI Zlp. 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Prestige Windows $ Doors Phone#: (305)820-5999 Address: 5500 NW 161 St City: Miami state: FI Zip: 33014 Qualifier Name: Cristina Scavuzzo Phone#: (305)820-5999 State Certification or Registration#: CBC1251687 Certificate of Competency M DESIGNER:Architect/Engineer: Engineering Express Phone#: Address;160 SW 12 St. Cm,: Deerfield Bch state: FI Zip: 33442 Value of Work for this Permit:$15,017 Square/Linear Footage of Work: 235 Type of Work: ❑ Addition ❑ Alteration ❑ New W Repair/Replace ❑ Demolition Description of Work; replacing 3 doors and 12 Windows to impact Specify color of color thru tile: C Submittal Fee$��✓ ' Permit Fee$ fR 0 ° � CCF$ CO/CC 5 Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Tralning/Educatlon Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Rev1sed02/24/2014) A• g. 8. 2017 9:45AM Prestige Window & Doors No- 0549 P. 4 Bonding Company's Name(If applicable) Banding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and Installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction In this Jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certi}led copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the Inspection will not be approved and, rpinspection fee will be charged. i 0 - Signature Signature WNER or AGENT CONTRA The foregoing instrument was acknowledged before me this The going instrument was acknowledged before me this `PB1lt� day of /� Y1 20 by day of _ l2 20 FI ,by -�{1�✓ Son�.°zq I L',who is personally known to (�2`�� A�(l�l�}tlt7�a.who is pe�known to me or who has produced&D Lo as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: L Print: �- Print: 01 ' f Seal: ;;, TAI LY E VAZAUEZ o •'� � ' TAILY E VAZAUEZ +° Commission#GG 43437 Seal: ,;a."'°•:,�� Commission#GG 43437 s. My Commission Expires °► October 31. 2020 =,•� � My Commission Expires n October 31, 2020 9.9.it**Y*ssi 3 rias ** s ^^ssssass****assasssa¢***#aU+A*b *erNr*NFk B 1 APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Rev&ed02/24/2014) I OR$�. Miami shores Village €� Building Department JIM 10050 N.E.2nd Avenue Mlami Shores, Florida 33138 Tel: (305)795.2204 �xoRx A Fax: (305)756.8972 I Inspection requirements for: Windows, Doors, Skyliights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: a ' ie er Sig Date Print Name I I i I I CFN:20170426135 BOOK 30627 PAGE 663 DATE:07/25/2017 03:26:39 PM HARVEY RUVIN,CLERK OF COURT, MIA-DADE CTY I NOTICE OF 3 COMMENCEMENT i i s s s AAECOAASD COPY MUSE`BBPOSTED Obi'TBX JOB BITEATTM OFJdI W INSPZ=0N PEPJ=NO. TAX F=O NO.1� QO+ W0,116 STATE OF FLORIDA. COUNTY OF DADE i THE UNDER&ONM g1vcs notice that be to ocrtalrt real property,and In baycco rdan o with hasp er 713,1:nt rids Sstatutea the following information Is provided in this Notice of Commencement; 1.Legal description of property and street address:ln1 kyi 0--j k PIL AmlD Qty-)-sq Lo-� 4N EMILO a9v� 'S� rr 13g + 2.Description of Improvement s i ` 3,Owner(s)Hama and address: .� �"- (A) + hmAw\\ GbcgeS r-L 33a K Interest In property: Name and address of fee simple titleholder. i 4.Contractor's name and address: LA ' t " i• 5.Surety:(Payment bond required by owner from contractor,If any) Name and address: Amount of bond: 6•Lenders name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may bo served as provided by Section 713.13 j (1)(a)7.,Florida Statutes: Name and address• Bin aMtion to himself.Owner designates the following person(s)to receive a copy of the Uenor's Notice as provided In Section 713.13(1) (b)7.,Fiorida Statutes: i Nemo and address: 9.Expiration date of this Notice of iCooUnancement(the expiration data Is 1 year frons the data of recording unless a diffcront data is speaifled) i I i -Signs=of s AamoFF1mo ss COUNTY OF DADE > Pre area by: �P IL �i-1`tl�LkXIlS YY 8 s m q,( srmed msd ash t me�&y o is s-yar- try �� \� tvhohaelakgssusdiapwaaodty Aadreas: /t0��(.L.c) 1p� lo�emtosueora4epsa nfdeutalmsi,m A/`1`ilyin`1 L7C.W Y1) I VL MY C*Mnaiaian Bx0m;10131 TATLYIE VAZQUEZ * i omm ssion#GG 43437 Vona 104 My Commisslon Expires October 31, 2020 I Property Search Application- Miami-Dade County Page 1 of 1 A, APPRAISH OFHCE OF 7HE PROPE017 Summary Report Generated On:8/17/2017 Property Information Folio: 11-3206-006-0040 iA 965 NE 92 ST , Properly Address: Miami Shores,FL 33138-2910 K Owner HEATHER M JONCZAK 7 965 NE 92 ST 3 .= Mailing Address z MIAMI SHORES,FL 33138 USA PA Primary Zone 0900 SGL FAMILY-1901-2100 SQ � r 0101 RESIDENTIAL-SINGLE Primary Land Use ;. FAMILY: 1 UNIT Alm Beds I Baths I Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,881 Sq.Ft Living Area 1,458 Sq.Ft Adjusted Area 1,669 Sq.Ft Taxable Value Information Lot Size 7,000 Sq.Ft 2017 2016 2015 Year Built 1962 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $267,371 $146,113 $144,750 Land Value $188,888 $154,215 $105,052 School Board Building Value $126,811 $127,779 $128,747 Exemption Value $25,000 $25,000 $25,000 XF Value $1,672 $1,694 $1,428 Taxable Value $292,371 $171,113 $169,750 ......................................................... ........................................................ ........................................................ City Market Value $317,371 $283,688 $235,227 Assessed Value $317,371 $196,113 $194,750 Exemption Value $50,000 $50,000 $50,000 Taxable Value $267,371 $146,113 $144,750 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $267,371 $146,113 $144,750 Cap Reduction $87,575 $40,477 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, 07/15/2016 $400,000 30155-1347 Qual by exam of deed School Board,City,Regional). 10/24/2011 $250,000 27940-1908 Qual by exam of deed 04/01/1990 $93,000 14522-1354 Sales which are qualified Short Legal Description GOLDEN GATE PK AMD PB 7-54 LOT 4 LOT SIZE 50.000 X 140 OR 14522-1354 0490 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/17/2017 Job Name: RESTICY lonc¢ak Residence ® 965 NE 92 St wINIdI►OWS&DOORS Miami Shores.FI.33138 4 Ile exert.to 7 T s Window/DrS�che�fule ' Mark Size Sq.Ft Type Noa Noa Press Calc Press BEDROOM� 137.25"x 80.6m 20.25 FD 141015.04 -80.0/+80.0 47.1/+43.3 �AIZAGE� 2 36.6°x 38° 9 Fixed 15 0413.03 -80.0/+80.0 -60.7/445.3 SiegressA 3 106°x 38.25° 26.4 HS 15-0929.13 -65.0/+65.0 -54.2/-142.1 4 73.5°x38.25° 18 HS 15-0929.13 -65.0/165.0 -47.1/+43.3 5 36.6°x 26° 6 HS L5-0929.13 -65.0140.0 -49.1/'-145.3 6 53°x 38.25° 13.2 HS 15-0929.13 -65.0/+65.0 -47.9/+44.1 IBATI-I� 5 7 53°x 38.25° 13.2 HS 15-0929.13 -65.0/+65.0 -55.3/+44.1 1z' 8 36.75°x 38° 9 Fixed 15-0413.03 -80.0/+80.0 -60.7/+45.3 -91 IKITCHEW S9 32°x80° 17 FD 20470.7 -55.0/+55.0 -47.1/+43.3 10 36.75°x 38° 9 SH 15-051210 -75.0/+ 0 -49.1 ...... 1171.25"x 80.75° 39.8 SGD 15-0619.06 -60.0/+6d.0- -45.1/"1.2 .• x 12 36.50 x 380 9 H5 15-0929.13 -65.0/4f&.6*:• -49.1/"5.5 •••••• M1BEDRO�M� 13 52.6°x 38° 13.2 HS 15-0929.13 -65.0/+55. I4-58.3 •••• t 14 73.75°x 38° 18 HS 15-092'9.13 -6x5.0/+5!:0••• -56. 3.y ••••• DINING) • • .: 15 52.75°x 38° 13.2 HS 15-0929.13 -65.0/+69.®••• -58.Mt ..... E �- ••'•• .. •••••• yY ry gIVIN� DATE lt�iiprra S1 o.res �9io9a�� 9'1 RIAS " S L JR (WASTER] 13 [BEDR66M 08/17/1016-1:56pm RECEPTION VAProjects\2014-MPSWOO Wind Charts\ReferenceWO-MPS14.400 Series C&C(Current)Jeff.dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sci Ft -_--- Roof Tributary Area(Sq Ft) 1.TABLES ARE INTENDED TOCT THE'WORST CASE'PRESSURES.'WORST CASE'IS Height SO 15 20 25 30 3 ,40. Sf) - eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI'7CJIL CONDITION-OFANILUNKNOWN VARIABLE AS DESCRIBED BELOW. __ _ USE OF CRITICAL CO DIfiONS R_ FOR U ITH THESE TABLES. -09.1 -47.9 -47.1 -46.4 -45.9 -41.4 .4 i -60.7 -58.3 -S6.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 2.TABLES VALID O L - P)GS F -ROOF HEIGHT AS LIMITED ABOVE. 0-loft ._ 7 0-loft 3 TABLES VALID F R L APPLICABLE REDUCTIONS FOR ROOF SLOPES M5.3 +44.1 +43.3 M2.6 M2.1 +4.6_ _ +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 LESS THAN 101 SH B BY, 61NEER AS A SITE SPECIFIC CONDITION. lift -50.0 -48.7 -47.9 -47.2 -46.7 -t42 {44.5 -4 f1 lift -61.7 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 4.IDENTIFY THE BU I _ AVE E OOF HEIGHT.IF THE MEAN ROOF HEIGHT +46.1 +44.8 +44.0 +43.3 +42.8 + -+4. 1.5 1 +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 CANNOT BE IDENT'IFI D US R O GHT. -50.7 -49.5 -48.6 -47.9 -47.4 -06.4 .L' :8 -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 S.ALWAYS ROUND - 'OQF H b E VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE IRI TARP-P EAA-- E E OPENING IN QUESTION(HEIGHT'WIDTH)OR 12ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5441.9 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 THE SPAN LENGTH(HEIGHT)MUL`RPl1fED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -51.4 -50.2 -49.3 -48.6 -48.0 -47.6 -47.2 -46.8 -46.5 -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT a/3).USE THE AREA BETWEEN STRUCTURAL 13 ft +47 4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 13 ft +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42,5 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEE)SHALL -52.1 -50.8 -49.9 -49.2 -48.7 -48.2 -47.8 -47.4 -47.1 -64.3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 14 ft 14 ft TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 7,IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -08.2 -65.8 -63.2 -61.4 -60.0 -58.857_8----57.0 -56.2 -55.5 S.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL i - __ MUNICIPALITY IN ACCORDANCE WITH CODE. l6ft ,x,49 2 +47.9 +.46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 16 ft +49.2 +47.9 +46.9 +�}�;---+45; +44. +44.0 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -53.9 -52.6 -51.6 -50.9 -50.3 -09.8 -49.4 -49.0 48.7 -66.5 -63.9 -62.0 - .6 - - .6 :8 -56.1 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. vft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 17ft +49.7 +aa.4 +47.4 +4 s .8 +44.5 GENERAL NOTES: 18 ft -f4.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 18 ft -67.2 -64.5 -62.7 -6 2I- 15/9.0 - 1 7.4 -56.7 1.TABLES ARE TO BE USED IN CONFORMANCE WITH'ALLOWABLE STRESS DESIGN +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +4S.3 +44.9 +50.2 +48.9 +47.9 +4.2 - +46:1 5 ' +4.3 +44.9 METHODOLOGY-PER ASCE 7-10 SECTION 2.4,1 AND CHAPTER 30 PART 1 OR 3,USING THE -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 -67.8 -65.1 -63.3 -61. - :7 - .9 -57.2 CRITERIA AS OUTLINED HEREIN. 0000 19 ft 19 ft 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VEL )F R THE WINS PEED ARD +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 +50.6 +49.3 +48.4 +47.6 +47.0 +46.1 +45.7 +45.3 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH SSE I�FACILITIESCR RSSEMBLY • 000* -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 -68.4 -65.7 -63.8 -62.3 -61.1 -60.1 -59.2 -58.4 -57.7 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT U ONLY. TH E TABLES • 20 ft +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 20 ft +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COE NT( pi=+/-0. O q1 E •• WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Ktl RjpI J ALITY FA 9 OR • •••• -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 -69.6 -66.8 -64.9 -63.4 -62.1 -61.1 -60.2 -59.4 -58.7 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY Hl)kRl OI NE.TAB jp 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 22 k +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 WALLS3.THESE VERTICAL SURFACES ONLY. TS ARE NOT VALID AS ASITE-SPECIFIC DIZAQI�1��'i�iESE TABLES AT> ONLY • • 24 ft -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 24 k -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 VALID WHEN SIGNED&RAISED SEALED BY FRANK L BEN�,?,EPRESSUS,q$ D. • •••• +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DE SAIF TH'EIL USE OF THEE TABLES AND CORJLEPONDING WIND VELD RE,AND -58.0 -56.6 -55.6 -54.8 -54.2 •53 7 -53.2 - -52-4 -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 • ••• 26 ft -.26 k COEFFICIENTS LISTED HEREIN SH_AU- E JCTATED AND VE THE GOV NING +53.5 +52.1 +51.1 +50.3 M9.7 +4. -+48. ,3 +4 +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.9 BUILDING DEPARTME l2QERMLC 1�OLDER. / ,ARRAI,"Fj1&jPELICABILrW j)6TABLj • ••• -58.8 -57.3 -56.3 -55.5 -54.9 - .4 -- 1 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 VALUE USE IS OFFS D • • 28ft 'I 28 ft 5.THIS SPECIFICA O IS ^ T R ANY 'APPROVED •• • •••• +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 + +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 CERTIFICATION. RE R RA Y MITTED TT_S5-CRITERIA AND OTHER -59.5 -58.0 -57.0 -56.2 -55.6 -5 0 - _ 1 - 7 -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 APPROVALS FOR DE G P1pTION F (2MATION ggppllp ILITY OF THE TABLE • 30 ft +54,8 +53.4 +52.4 +51.6 +50.9 + 4I f g,g 30 ft +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 VALUES WHICH IST B V by O IN,ACCORDDfdCN�OVERNING CES. •• _ 6.ADHERE TO ALL 3MP RO �f�4fEM O€Z2DI C • • •••• -60.5 -59.0 -58.0 -57.2 -56.5 -55 4 S. -74.6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 7,NO CERTIFICATIOPT RED#O E T RTTY 0 THE HO STRUCTI�iE. 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. 'y,9 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 8.EXCEPT AS EXPRESSLY PR EIN,NO ADDIT14NAL CEijTIFICATION�'alt••• • • -61.4 -59.9 -58.8 •58.0 -57.4 -56.8 -56.3 -55.9 -55.5 -75.8 -72.8 -70.7 -69.0 -67.7 •66.6 -65.6 -64.7 -63.9 AFFIRMATIONS ARE INTENDED. - • • • • •••• 36 ft +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 36 ft +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, •• PEA ROOF • • -62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 •57.7 -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 SAVE HEIGHT 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 a a ROOF -65.0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 HEIGHT soft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7150 ft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 O -66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 -60.1 -59.7 -81.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -68.8 ® 4 55 ft 55 ft 5 5 ® a +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 O Q 60ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 60ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WALL ZONE FIGURES ISOMETRIC o - �INRISSUE GSS S GSS TSB 03/05/12 � CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING 0 m� m 3 REV-ADJUSTED HEIGHTS GSS TSB R/0-9/12 (2014) EXPRESS® REV 2014 FBC DGM TSB 06/10/15 a T _ ASCE 7-10,CHAPTER 30 z RPOMTE OFFlCE: Z 160 SW 12th AVENUE, SUITE 106 Imo2. DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 E MASTER PLAN SHEET rn THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. P:(954)3540660 F:(954)354-0443 z n- m Q AND SHALL NOT BE REPRODUCED Pl WHOLE OR PART Wm10UT CERT OF AUTH ga8S5 � - N ADDRIO$sOROTHEENT RMMARMGSGSTOHIPs�UMEtTARREENOT ASCE 7-10 E:HELLO@ENGINEERINGEXPRESS.COM Iz F-N PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERING EXP RE S S.CO M M f MIIAIr RADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows&Doors 10100 NW 25h Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 110"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be availab4e Tor i espec�ob at&e fool,*site at the request of the Building Official. This NOA revises NOA#14-091 ,06 Vd cgnspt;a •t its page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above•• •• • • • •• The submitted documentation was reviewed by Manuel Perez,P.E. . ... . ... . . V NOA No. 15-0512.10 QMIANAQE CC�M i•• i• •.• •.• Expiration Date: September 22,2020 q i Approval Date: August 06 2015 . . . ... . . Page 1 . . . . . . . . . . . .. .. 00 . .. .. 0 .. . . . ... . . CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer(& insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FSC, TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer, DurasealO and Super Spacer(&insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-01 0 1-10, dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E.... ..; ; ; .-. ; ; .-- (SubmhYed under NOlt NB&4370.17) .. ... .. . . . .. ... . ... . . Manuel Pe .E. • . Product Controxa ner NOA No. 12.10 Expiration Date: September 22,2020 •.. • ... . . . Approval Date: August 06 2015 E-1 ••. • . . . ••• . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 09/08/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14 0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16, 2014,issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of 1--84j0b*issued to CGI Windows & Doors for their Series "Sentinel*Id 0".%.lVn i4ait $%le flung Window- L.M.I. approved on 02/05/15 and expiring ori 69122I20.•• •• 1 11 ra&a& MW• •.. . •.. . • Manue P.E. Product Controt Exa finer • • • • NOA No. 12.10 . .. . .. • . • . ••• • ••• • • Expiration Date: September 22,2020 Approval Date: August 06 2015 ••• • • • • ••E.02 • • • ••••• • • • • • • • • • • • •• •• ••• • • • ••• • 0 53 1/8' 52 1/8' 52 1/8 FLANGE WIDTH BUCK WIDTH BUCK WIDTH ��� 47 7/16` 47 7/16" 47 7/16• 3 D.LO. (FIX. LITE) FALSE MUNTINS D.L.O. (FIXAX.. LITE) FALSE MUNTINS D.L.O. (FIX. UTE) Q 20 9/16' (SURFACE APPLIED) FE0 9/1 6• (SURFACE APPUED) 6•MAX. MAX. ** OPTIONAL 5 1/2'MAX. ** OPTIONAL 20 9/16• F Lr I MAX. HEAD/SILL A HEAD/SILL HEAD/SILL Al HEAD/SILL 5H1EAD/SILL HEAD/SILL** a! O CORNERS 4 CORNERS 6 CORNERS u u u n 5 u ncy0. Q o ___II L _____II II m 00IL 44 O -_ ..i_ ____- y�5, 1H1 - „�_tlllaa __/`_ I � ~• a M I I I I yyyyy J B I I I J 6 B I I I J 7 I I 4 4 li ii O g li ii O 7 li ii TL 2 J O m • n W • • • • •• n U U 0 U y • e E ••/ tll to it /. It m 11 / II -� • • • ia � •� • i �j all • n M O • -____ - _____ g5.(� I� 1� O =____,�__ _ _fi n �k'y M C5• • •• M M JJ •II Z m Mi n II II M } M II m t/I •• C 11•• ••11 C1 II II II II v • • • 4 � • �i �� 8 i� ii m� 72 yrj • •• • •••••• Cc) . W _ [l • y� 4 :Do**: 47 7/1 6' rc 47 7/18• m g FALSE MUNTINS m s, • • • O iv (SURFACE APPLIED) 47 7/18" \ O D.L _(VENT) tO v D.L.O. (VENT) OPTIONAL D.L.O. (VENT) $ i • •••• • • •••••• z Z • •••• • SO 1/4' 50 1/4• 50 1/4' d­VEo g VENT WIDTH VENT WIDTH = • •••• •••• •• * C5 p o� & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME v' TYPICAL ELEVATION SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. ** is o R APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN 8 OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI—DADE COUNTY SPACING EXCEEDS 20 9/16" APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULUONS m g IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. bi 2 � v LAMINATED GLASS o m d °a99 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS s REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT HURRICANE ZONE (HVifZ). SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o '- LOADS TO THE STRUCTURE 5vr.4AVAD AHMAD S n ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML PRODUCT REVISED 5 N EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FIA. yt 7_0692 complying with the plotka o ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE c.A. s1' y� NOT PART OF THIS APPROVAL .lI) 2�1t1 �',Mm Date 'mo 9 I A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Dom drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W1 0-03 REQUIREMENTS OF THE FLORIDA BUILDING CODE sheat 1 of 9 EQUAL LTTES WINDOWS UNE UAL UTES WINDOWS [\ r, DESIGN MAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF v "GS DINS. BUCK DINS. CL99S TYPES'A'&'A1'MASS TYPES'B'&'BI' FLANGE DNS. BUCK DIRE. MAE.TOP U GUM TYPES'A'& GL 'AI' ASS TYPES'B'&•BI' �® m 0 VADIH HEIGHT WIDTH HEIGHT M.(+) 1M.(-) IDR•(+) 1M.(-) WVD H HEIGHT WIDTH HEIGHT 'A'DIM DCL(+) IFR.(-) EXT.(+) 1M.(-) 3 19-1/8• 78-1/8^ 75.0 75.0 80.0 85.0 53-1/8' 78• 52-1/8• 75' 35-1/4^ 75.0 75.0 80.0 85.0 O{{.. 28-1/2' 25-1/2' 75.0 75.0 80.0 85.0 49• 78• 48' 78' 38-1/4' 75.0 75.0 80.D a&0 t 37' 26' 36' 2s' 75.0 75.0 80.0 85.0 26-1/2" 25-1/2• 70-5/8• 75.0 75.0 mo B5.0 1Wf0 n a. 49' 48• 75.0 7&0 80.0 88.0 1 31' 30^ 63-5/6' 75.0 75.0 80.0 B&O 4 O 53-1/8' S2-1/8' 75.0 7&0 80.0 85.0 33' 85' 32• 84' 80' 75.0 75.0 80.0 85.0 19-1/B' 18-1/8' 75.0 75.0 HMO 85.0 37' 36' 83-1/2• 79.0 75A 80.0 85.0 26-1/2• 25-1/2• 75.0 7&0 80.0 85.0 43' 42' 45-1/4' 75.0 75.0 80.0 85.0 JY Je-J/8• 36' 37-3/8' 75.0 75.0 80.0 85.0 vi Q 5 tnq 49' 48' 75.0 75.0 60.0 05.0 3i v O W 10 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 WIDTH w y(�7 y Q 19-1/8' 18-1/8 r 5.0 75.0 80,0 85.0 m rti O 1�n 26-1/2• 2s-1/2' s.o 75.0 80.0 85.a •m 0 3Y 50-5/8' 36^ 49-5/8' 5.0 75.0 Sao 85.048' 5.0 75.0 80.0 85.0 2'.100f53-1/8^ 52-1/8^ 5.0 7&0 80.0 85.0 .A a mm a 19-1/8' •• 18-1/87S.D 76.0 BOX 85.0 a W rl f • 2&-1/2- V4/2 • .0 75.0 60.0 85.0 • •• •17' 83' 38' BY 4 759 75.0 80.0 85.0 • •49- ••• •�• • 7S. 75.0 80.0 85.0 N • •• 1/8• a 52 /e' a 75A 75.0 60.0 85.0 i 19-1/B• 18-1/8' • 6 790 75.0 60.0 85.0 � W • 28-1/2' • 25-1/2• IF•• 75.0 80.0 85.0 -} • •Y Dow 36' 710 a ipo 75.0 90.0 85.0 g 49' • • ``48' • •75.0 75.0 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) • •� 1/8' • 32 /8' •• 7&0 80.0 85.0 . 0 p LL •• tt/s• 18,11111/B• .6...0 75.0 60.0 85.0 o; • 2:1/2• • •I/2' • 75.9 7&0 80.0 85.0 j N • •• X77' �6' 5.0 75.0 80.0 85.0 • w1/2' • 45-1/2' •• •III58 1 75.0 80.0 85.0 • ' - BUCK DIMS Ig•7YP. p S�•N M OV Mn • ••Y• • •• •••••• ii • Z•••••• • •• ��ro 30 • •••• WIDTH -^{ •• i FLANGE FRAME • • _ FLANGE DIMS BUCK DIMS f EQUAL LEG FRAME O o N m BUCK DIMS EQUAL LITES a <n Ss3s FIN FRAME o < m o 'o BUCK DIMS -�{ En9n JRVAD MLANVAD PRODUCT REVISED ry -- I FLOCLI. 3538B 70592 ft complying with Btp Flmf& s Ihtilding Cock �, Acceptmtce[Vo�5-Opt/0 NOTE: irarion Dnte 202p GLASS CAPACITIES ON THIS SHEET ARE By T Ptf� BASED ON ASTM E1300-09 (3 SEC. GUSTS) t7FLANGFF AADAPTOR M j}t�l ML 6Pr.WdC..hwh drawing no. AND FLORIDA BUILDING COMMISSION _ FLANGE DIMS I U W�Q-03 DECLARATORY STATEMENT DCA05-DEC-219 sheet Q of g 1/8'ANN. GLASS 1/8"HEAT STREN'D GLASS U r, 075'Interlayer 075'Interlayer of Sanex CP With PET Core Saflex CP With PET Core 0 By 0'Eastman Chemical Co.' 0 'Eastman Chemical Co.' z 3 090"Interlayer 090'Interlayer 0 So ex Clear And Color Glass Soflex Clear And Calor Glass BY R'Eastman Chemical Co.' By 'Eastman Chemical Co. F E OR CO. cOi 090'Interlayer 090'lnterlayar Kuraray SentryGlas Kumray SentryGlas By Kuromy America, Inc.'OR By Kumray America, Inc.'OR O 090'Interlayer 090'Interlayer Kuraray Butocite PVB Kuraray Butocite PVEI n Kuro Americo. Inc.' (�O �' raY BY 'Kureray America, Inc.' 0M. a 1/8'ANN. GLASSIm 1/8'HEAT STREN'D GLASS L h O z SILICONE $ ro a Mi !i DOWI CORNING 899 N� Mi - 1� GE Z y_Q I. DOW CORNING 899 t N L� DOW CORNING 995 �. -! DOW CORNING 995 J O II 1 ! LJ 4�T C� 0 p0 O � m W EB N M4 AT 1/4 POINTS ON LITES M4 AT 1/4 POINTS ON LRES WIDER THAN 36' WIDER THAN 36' J GLASS TYPE 'A' CLASS TYPE 'B' 5/16'OVERALL LAM.GLASS 5/16"OVERALL LAM.GLASS 00 uj u (L.M.I & S.M.I.) fn Aj 1/8'ANN. GLASS 1/8-HEAT STREN'D GLASS 1n m 075"Interlayer 075'Interlayer O M ,� Saftex CP With PET Core Wis.CP With PET Core R'Eastman Chemical Co.' By'Eastman Chemical Co.' OR 090'Inter) aYer 090'Interlayer E o :0. • SaOex Clear And Color Glass Saflex Clear And Color Glow6 • •••• • y lastman Chemical Go.' By'Eastman Chemical Co.' y U ••••• 1/4'AIR SPACE • • 0901 lnteri ar 1 4'AIR SPACE OR w aY / .090-Interlayyer� • • Kura oy SentryGlas Kuraray SontryGba •••••• By Kurcray America. Inc.'OR By Kureroy America, Inc.'OR O ••••• 1/8"44N. CLAW 09(p Interlayer 090'Interlayer •• • • •K,,u�rdala�y ButacRe PVB 1/8'HEAT STREN'D GLASS Kuraray Butocite PVB • vy Tureray Americo, Inc.' By'Kuromy America, Inc.' ••••• •• • •• C R ffi ••••• • •• • • • J/8'ANN. GLASS1/8' HEAT STREN'D GLASS ••••• • •• SILICONE $ " •••3 • • GE 1200 z SILICONE GE 1200 ••••• • f • • DOW CORNING 899 = �Jn DOW CORNING 899 • h O Mt • OOW CORNING 995 N o M7 I j DOW CORNING 995 a ••••• • 41 • XL EDGE SPACER �� XL EDGE SPACER '5 o o • • • • ! ST.STEEL BY'CARDINAL' II OR m m$ ST.STEEL BY'CARDINAL' • • OR • a • DURASEAL BY'QUANEX' DURASEAL BY'QUANDC o ••••• ••• • OR OR c • F9 SUPER SPACER BY'QUANEX' W E9 SUPER SPACER BY'QLIAND(' En JAVAD AHMAO t -B ••• 9r PRODUCT REVISED o M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES CM' es complying with the Florida W PLA PY70592 Building Code a ACU5,38' Acceptance Nn! GLASS TYPE 'Al GLASS TYPE 'Bl' iretianDate � ,a � � 0.70'OVERALL INSUL LAM.GLASS (L.M.I ONLY) 0.70'OVERALL INSUL LAM. CLASS Si'<'fll ro DadeProdwK drawing no. IN ORDER QUALIFY FOR SMALL MISSILE IMPACT RATING W10-03 EXTERIOR IT OF GLASS TYPE'At'&'B1' MUST BE TEMPERED. sheet 3 of 9 TYPICAL /—SEE ELEV.ANCHORS FLANGE & FLANGE ADAPTOR FRAME V iffy FOR SPACING METAL A! o WOOD BUCK �Y STRUCTURE p EDGF.DIST.-• TYPICAL ANCHORS 7F O r--------------------� g 0 " f F1EV. m v -------------------= [SEE FOR SPACING p MMI–DARE COUNTY APPROVED\ g 3 I I MULLION& MUWON ANCHORS I I d 2. �v � EDGE DIST. po DIST. ,� I i SEE SEPARATE NOA i I a G U rc I i EDGE DIST. i i d E(g b A 1 L–_=–_– __–-------- _–11 iz o a �mV°Qe S5 TYPICAL ANCHORS TYPICAL ANCHORS SEE Em PAC SEE N G N FOR SPACING SPACING FOR SPACING fYi 3�y Z N �Dmg 4 2 3/� WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. p I + MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. aia 1 1 M to ttl Pj SWEEP LOCK 2 3/8'MIN. -� TYPICAL ANCHORS: SEE ELEV.FOR SPACING n n 1 OPTIONAL To v EGRESS LOCKEn Ea 1/4" DIA. TAPCON BY 'ITW' (17-120 KSI, Fy=92 KSI) oir AT SILL a \ ` 1/4" DIA. ULTRACON BY 'ELCOO 3:(Fe=177 KSI,Fy=159 KSI) O W INTO 29Y WOOD BUCKS OR WOOD STRUCTURES = Q © E5 \ ` \ 1-1/2" MIN. PENETRATION INTO WOOD n c�J rn 9 11:1Ea THRU 10Y BUCKS INTO CONC. OR MASONRY F a 0 I WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o �ONto 9 DEPTH SHALL BE 23/a". THE USE OF _ p 3 W ! DEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONC. OR MASONRY Z z n "1-1 4MIN. EMBED INTO CONC. OR MASONRY 3 N PERMITTED. / Oo=v W •• i !!I! #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) C9 0 • • s •••• I• • ;! U r INTO METAL STRUCTURES w ••••: • o STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) •••••• ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) °i • •••• • • �• ii (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) M • • o • ••!it 1 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • •••• •• N • • 1 CO �� • • • i ? INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ais • • � i� (NO SHIM SPACE) •••• • ' 04 •••••• S4 '• TPICAL EDGE DISTANCE m $ • • • • ! INTO CONCRETE AND MASONRY = 2' MIN. i ••• • 1 Ea INTO WOOD STRUCTURE - 1" MIN. o < n i &V INTO METAL STRUCTURE = 3/4" MIN. p o g o • •••• •••••• Nil S$ S • • •• •• WOOD AT HEAD, SILL OR .IAMBS SG - 0.55 MIN. m a m a NCRETE AT HEAD, SILL OR JAMBS Vc = 3GOO PSI ��\\ • to CO 0 HOLLOW/FILLED BLOCK AT JAMBS fm - 20DO PSI MIN. ��/ • E ,.JAVAD AHMAD ngPRODUCT REVISED I ,� •• b CwL w complying with the Florida �I a FIA PE Q 70582 Building Code Q C 3538 A—pWxe No •�5/?,IO S. 2oaa EDGE DIST. TYPICAL ANCHORS BY TYPICAL ANCHORS SEE ELEV. Miami Product drawing no. SEE ELEV. ^ FOR SPACING WOOD BUCK FOR SPACING W1 0-03 sheet 4 of g 1/a•MAX. BUCK WIDTH 1/4-MAX. FLANGE & FLANGE ADAPTOR FRAME /�{'_u SHIM SHIMS 'y �I TYPICAL ANCHORSO 1 1 TYPICAL ANCHORS O SEE ELEV. SB S5 SEE a". �d FOR SPACING 1 1 FOR SPACING L" a Mg o o FLANGE ADAPTOR FRAME C c M8 s7RUCNRE IL .� _ . o EXTERIOR 1 tl WOOD BUCKS •13 v E1 iii O dWf D.L OPG. t , a � N m Vl 1/4-MAX. BUCK WIDTH SHIMS TYPICAL ANCHORS 1_i SEE ELEY. I TYPICAL ANCHORS I 30 W FOR SPACING v a SEE ELEV. I = (] FOR SPACING i v _ V)N M N 1 1/ WOOD BU O Z p o a °R E O�.M •0,3z.. WOOD STRUCTU 6 U p • E2 • • kW, • •• w •••g� SUCKS • • • 10 �j • a • • N ••a•s 0000•• • • \ O • ,:•:� , 0000•• • •••••• •• •• •9 MIAMI-DADE COUNTY a o • • • • APPROVED MUWON ••••• • ••• 0 0 0•9• &MUWON ANCHORS 1/2'TYP. O ° • • SEE SEPARATE NOA ••••• • BUCK WIDTI�••• BUCK WIDTH 0 $ • • • • 0.0• INTALLATION DETAILS SHOWN ON PAGES 4 •••••• AND 5 APPLY TO BOTH FLANGE FRAME AND • • • •0••• FLANGE ADAPTOR FRAMES. c m v • r-_-� - - • • • • I I m�a m o • I I • • o 0000 I I Engr.JAVA°AHMAD PRODUCT REVISED e I I _ FLA�g1�[}�7�0.�5H2 ...plyi g with Ute Florida CAN JpJtl a No/?sz,0 L 7.rb L __J -- 10 E3 Dm MID jj M• Product dr°w10 #14 X I-FH.SMS. 2Q95 W10-03 sheet 5 of g TYPICAL ANCHORS STRUCTURE EQUAL LEG FRAME fity� SEE ELW. 1BY FOR SPACING WOOD BUCK x ro d '\ ANCHORS � � r-------------------- TYPICAL o d d 'EDG�9ISf.. /-SEE ELEV. I r-------------------�I 3 d / FOR SPACING o (t I i MIAMI-DAOEMULLION COUNTY APPROVED d° a a4 b.' s J// g 1n z I MUWON&NUWON ANCHORS I I 0 y E DISE. ; o \ °r I I SEE SEPARATE NOA 3 I' EDGE DIST. IL U 0 LL________ 1 -_ J 0 ... ._ d Al M3 E1 I I=LL- O EB jl i a Lzj 0 le1��1 Ij I� TYPICAL ANCHORS TYPICAL ANCHORSQfSEE R! SEE E OR SPACING FOR SSPACING O yyy1ll h 0 it a TYPICAL ANCHORS MIAMI-APPROVED MULLION COUNT Q g,2 W G1I !I II OR SSEE E SING Me & MUWON ANCHORS LL 2 N-m o 1/4*MAX. BUCK WIDTH BUCK WIDTH SEE SEPARATE NOA J Q I BUCK WIDTH Q. Li D1 — y 4 SWEEP LOCK 1 1/4 I I OPTIONAL TO ' 1 n n 1 EGRESS LOCK 'I AT SILL I 1 - I I O x tl IL -_J w E+ 1 1 m v E3 EB #14 X7"FH.SMS. d Z Z j 11 I Z O W jl jl � Q •• ! 1 I U' p_ S • • 1 !I�I � � V�r2 � i' • • EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY O •••••• INTO WOOD, CONCRETE OR METAL STRUCTURES ` • • • r p 1 WITHOUT THE NEED OF A WOOD BUCK. I + •• 000 to 1 ••••• •• ei • ptr 1 P 1 ••:•• i •••• i• • 1 2 s/a"MIN. ••••• • 54 ` • • de' m S ip • • j• • 2 3/8•NI 4 a ••••• • •• A78 - •• __ �M--- N SII TYPICAL ANCHORS 0 0 • • • 4" e I OR SSEE PACING $S 3 ��am • cl • •• 14 ai 0 I • E20 •• • Eng..JAVAD AHMAD PRODUCT REVISED H _____— CML .complying with the Florida iv FLA.PE#70592 g ildmg Cade WHEN USED THE MIN. WOOD BUCK cJl Accop muvNo t2�� 8 m DEPTH SHALL BE 2%. THE USE OF EDGE DI v p. jYpDEEPER OR BEVELED WOODBUCKS IS By 0 il ,.ANCHORS PERMITTED. Miami Pwadnct SLE ELEV. drawing no. 1BY FOR SPACING WOOD BUCK J1. 2095 W10-03 sheet 6 of 9 TYPICAL EL A"°"°� FIN FRAME ��lj M ILLUSTRATIVE DTLS.ONLY SEE SPACING o EXT. OR INT. FINISHES FOR SPACING NOT BY CGI 11 z of 1 1/2• 5 Q HOUSE WRAP \ \ TYPICAL ANCHORS: SEE aEv. FOR SPACING Q� � � NOT BY CGI O CL Q 8 B SMS (GRADE 2 CRS) [��j y AZ Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c LL �cl®m 1-1/2" MIN. PENETRATION INTO WOOD 0b !! CAULKNG O ow it 0 IL<g ca; ii� Ms IL z 4 Q� E u !i. li li l/i \ m �I it SWEEP LOCK M OPTIONAL TO EGRESS LOCK AT SILL Of - _--- WOOD STRUCTURE 1/4° MAX. 3 p F © NOT BY CGI (;AP BUCK HEIGHT 7/4•MAX. N U7 GAP OE4 1/2•MIN- 1/2•MN. (/)Ln n 0 = 3NMm a "I'i W ! m Z z �! F i + 5( 1 tl 11 z i p W •• i i. : D2 � aACKBED y- moa • • ••• `• • t7 41 ••••• • • _ CAULIGNNG •••••• � !it \ C� , • m ii ii I� �n .. 0000• •• • i -- - - °X es: S4 see 0 0000•• • • 0 1 • •0 HOUSE WRAP •0••• ES NOT BY CGI • • +• • E3 EB EXTERIOR m a •0000 • •• M9 •• won 8 n • • • D.L.OPG. `o< •• • • • •• I C a1 U BACKBED O ••0 0• •• 0 CAULKING 9 0 E2 0 •0 • Eng..JAVAD AHMAD PRODUCTREVISED r s CML as rnmplying with the Florida w HOUSE WRAP SPE 9 38 Bonding Coda o NOT BY CGI 1 1/2' T;z !P �57s Aapi�aaN9 5.0512�t0 aan ByI p r tvLamr t>t'a�td drawing no. l 11 TYPICAL ANCHORS J!. ?Cli."7 SEE ELEV. W1 0-03 FOR SPACING sheet 7 of g s ITEM PART ii< QUANTITY DESCRIPTION MATERLiL MANF./SUPPLTER/REMARKS (� E7 CGI-100 1 FRAME HEAD __ __ _ 8063-T6 - `!4 E2 CGT-101 1 FRAME SILL 6063-T6 - of �E3 CGI-102 2 FRAME JAMB 6063-T6 - Z J E4 CGI-103 1 MEETING RAIL 6063-T8 28 E5 COI-104 1 LOCK RAIL 6063-T6 E E6 CGI-105 1 HANDLE RAIL. 6063-T6 - Q,0 o U E7 CGI-106 2 SASH RAIL 6063-76 - d EB CGI-107 AS READ. 5/18'GLAZING BEAD 6063-T5 - C E9 CCI-108 AS REQD. 0.700'(LAZING BEAD 6063-75 - C t n E10 CGI-109 AS REQD. FROM FLANGE ADAPTOR 6063-TB - V p d Ell CGI-110 AS REDD. NAIL FIN ADAPTOR 6063-T5 - (y E12 CGI-135 1 FLANGE FRAME HEAD _ 6063-T6 - O a G E13 CGI_136 2 FLANGE FRAME JAMB 6063-T6 - °0 p E14 CGI-137 1 FLANGE FRAME SILL 6083-T6 - Q E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - V.Z M1 CGI-382V AS REQD, GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PJC - 0 M2 CGI-771 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM,3'LONG AT ANCHOR LOCATIONS PVC - M4 - 2/LITE SETTING BLOCKS EPDM DUROMETER 50t5 SHORE A M9 SUPER BOOST 2/WDW. SPIRAL BALANCE - BSI OR EQUIV. MID - 2/WDW. B_LOCK/TACKLE BALANCE - BSI OR EQUN. N m Mtt 0023201 NG AS REQD. PILE WITH CENTER FPI WOOL ULTRAFAB OR EQUN, o a' M12 CGI-129 l/WOW. EGRESS LOCK ALUM. SULLIVAN O W M13 CGI-731 _2/WOW. HANDLE RAIL END CAP NYLON M&M = p� im M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. N M15 CGI-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M (n r M16 CGI-130 2/WOW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M" o �N n M17 A30730401-32 1/WOW. CAM LOCK ZINC TRUTH OR EQUIV. p'y 718 OGI-132 2/WDW. SASH STOP,2'LONG FVC PROTOTYPE OR EQUIV. Gf Z Z iii MM22146-6 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M nc •• 2/WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUN, y U p • • • •••• • •• 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN- SILL SPACER PVC PROTOTYPE OR EQUN. 2 OR 3 CORNER 70 X 1 1 4 LG. PHL PH.SMS. Sf/SL ASSEMBLY SCREW/' - - 4/WDW. 8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW0.000 - - 2 WDW. Q 8 X 1'LG,FH.SMS. ST/ST. SPIRAL S.ASSEMBLY gg ••••• •• •• •• - 2/LACK 6 X 1/2"LG.FH. SNS.0 CGI-133 &CAN LOCK - _ 0 ^IN C • • • • ••••• •000• • ••• 0000•• o�@� so • • m • 0000 o� • • • • 0000 '.. •000•• • • • 00:00• c mH g 3 0000•• • •• 0000•• �°�g g • • • • m V • • • • 0000• 0000 • • ° _ N 't • e •••• Engr.JAYAD AHMAD PRODUCT REVISED CML ae complying with du Florida iv FIA PE 6 70392 B tdjng Cade q C.A.N.35.T8 Acwptmm No E-11i'mtion Date 'LfT/A By b amPro4ud drawing no. cs 0010-03 sheet g of g I 2.505z.sos B -.055 � sz sz d 1.745 X11 8 1 1.550 1.880 I 0 .745 .nOBPS 1.245 .745 I H W I 1.015 {�- MIS .050 a. o 1385 CL v O F a Etz FLANGE FRAME HEAD et FLUSH FRAME HEAD Eit NAIL FIN ADAPTER U cc Otu m �--•1.5$3 1.563 1.007 >c7 g p&ac_ e�y .745 I N G7 A yp. 065 I 3 g C T1P. � 2.1113 (L Z s 1.36$ ,..1 tZ7Z cry4 3.175 3.175 1.015 Q W ci F F 3.$75 1.429 � 1429 VENT TOP CORNER -1220- 1.0m 220 N N 1.000 •5� i E4 N 2505 2505 MEETING RAIL FRAME TOP CORNER V V) 3 12zo O w E14 FLANGE FRAME SILL O FLUSH FRAME SILL ? 0 v. sao 1ao1 1.301 t.oa3 �$ LL2��JJ 1.788 V)N M m O F065 1 52 - O 3i n • 065 • �4 d Z Z im. z o Z,� 2440 1.015 O m„ • • •• • 1 5 • O LOCK RAIL I I U • • • •• t.of 5 FRAME BOTTOM CORNER g •••• • VENT BOTTOM CORNER v • ••• • .•45 • • ,745 2.195 -� • • • • 248 • 0 •• FLANG ME JAMB ••• ® FLUSH FRAME JAMB ow _ •••• • ••• *00000 1.892 • • .490-�--={ .120-^� 065 •••• • •• • I 1.043 -n?. y •i• • • F-- • • • •••• • ••••.705 .050 T1P. 705 O50�. 1.015 • • ••:••• I I S2 =mn e { o v & • (ice••• :1164 • ••• •• •$64 E6 HAND RAIL y 1S $8 ••�:/ 5/16` GLAZING BEAD • • ® .700'GLAZING BFJ+O m c< m o • • 1.395 0 I •••• 1.449 Eng-. KMAD AHMAD N 1.395 f80 ,74 1.450 .180 F CAN L70S92 azRcomP.M�6�'tlhtODUCT ®Flotidn Building Code 293 Accepmnce No 5 x712.JO •• .050 .060 1.025 .0� 1.015 .550 ,050 E iral'nDa� Z(j� g •8 j .068 1.413 31- !I 3y drawing no. � Dade P U znr; W10-03 O FLUSH FRAME COVER is SCREW COVER O SASH RAIL $10 FLANGE ADAPTOR sheet 9 of M IAM hDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 'www.miamldade.eov/economv CGI Windows&Doors,Inc. 10100 N.W.251 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHS (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11160 Sentinel"Aluminum Outswing glazed Doors w/wo Sidelites-LMI APPROVAL DOCUMENT:Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, Signed and sealed by Javad Ahmad,P.E.,beating the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 &2,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturers name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to they user laythe.manu4ctprc;pr its distributors and shall be available for inspection at the job site at the request of the:Buildin* b►f idal: This NOA revises# 13-0226.06 consists of this page 1 and evidegWspa&ep wjJI i_-J,;s;v;lt as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.ChandaP , .E. . ... . ... . . •• �• • •• :• • X :4)A No. 14-1015.04 MlAMIOADE COUNTY • hpiration Date: August 08,2018 Approval Date: August 13,2015 .•• • • . • ••• • • Page 1 �t,1 • • . ••• • • • CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 tliru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#13-0226.06) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sill S-I only) 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 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 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample#3) dated 04/16/2015, signed and sealed by Ramesh Patel,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51h Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02, -04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours& Co.,Inc. for their "DuPont Sentry Glass ®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex clear&color glass interlayer",expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core",expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5u`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 ref grenoeclt est4reports. G. OTHER •• . . • • •• • • • • ••• • 1. This file NOA revises# 13-0226.06,expiring 09/08/IV.• •' . • • •• 2. Test proposals approved dated 12/16/14&# 12-0553, dated 04/25/12 approved by RER. •• ;• .• ;1.•.1s4a j 1.Chanda,P.E. ••• ••• Protluct Control Examiner NOA No 14-1015.04 •• . Fxpir$tign Dade:August 08,2018 ;.ap4ov$1 Dale: August 13,2013 E-1 . . • .. .. . . . .. •. 000 0 0 • ••• 0 0 37-1/4' 72" HEAD ANCHORS AT STILE ENDS DOOR FRAME WIDTH DOOR FRAME WIDTH M 1 QUANTITY CHART 2 ANCHORS SEE CHART FOR QUANTITY 6" 3' SILLAT STILE ENDS R C' HEAD/SILL 3' 6' 3'3" ANCHOR TYPE Z J CORE53NERS A �_ CORNERS A SHIM 'A' 'B' 'Cl rO "'III 1/4' 4 4 4 !� 7 7 _ Q I N6 ra I I 11 N /RODUCrREVT9ED z LOCK OPTIONSFbrYA W g SEE SHEET 9 O m 11 m // IFI WDWt 0 -tot& io 11 ��ii 1 11 e x I Oui aZN II I \ I 1 / II ¢ �. SERIES SENTINEL 180 48 I = ALUMINUM OUTSWING DOOR W/ SIDELITES In to�q ACTIVE ACTIVE - i- _ p' o APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS N M ,gZ mj WITH OR WITHOUT SIDELITES. 3 B � 6 a 1� SIDE LIT CAN BE ON ONE OR BOTH SIDES OF DOOR. z_Z J� a $ < 8 SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. •• 23 1/2" t0' 23 1/2" 23 1/2- o SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. is D.L. G. 2 ANCHORS D.L. OPG. D.L OPG. • • •••• • •• SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. U f TYPE'B' •• ••• • • • AT STILE ENDS 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY o • • • • • TYPE'B' FALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. •••••• AT STILE ENDS MAY BE USED TYPICAL ELEVATION •• ••• • • TYFYCAr ELB'ATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • ••(•.•4• ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •• ••• •• •• •• HURRICANE ZONE (HVHZ). S • • • • DOOR OPTIONS 1 B OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO $ • ••• • ••• •••••• TRANSFER LOADS TO THE STRUCTURE. • • O� 15 • ••• MOORS LO ft Arry - PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS H d • • •••••• SIN S•(X) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. °' =z ••4••• ODOR DIMS. TAM. or INSUL-LAM. DOOR DIMS. LAM, or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS • • E LEAF FRAMFj FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL M nam m EXT.(+) 91T.(-) EXT.(+) INT.(-) y •• ••• WITH••WIDTH Hf�G(✓T• •• WIDTH WIDTH HEIGHT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4 H 3 S • -4pa' •35' 8' 60 80 72' 35' - 96' 80 eo MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO .Z o ffi 8 • • • NOIE: CONTACT WITH OTHER DISSIMILAR MATERIALS $HALL MEET THE REQUIREMENTS C c a m v o •• ••• •••• • VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG. CODE. •••• n_ o NOTE: Ener:JAVAD AHMAD FLUSH BOLTS AND LOCKS MUST BE CML ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS, FIA.PE IT 70592 0 PERIODS OF HURRICANE WARNING. c.A..7536 }` D.L.O. HEIGHT = FRAME HEIGHT - 12.875" ) v NOTE: D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75' 8 5 GLASS CAPACITIES ON THIS SHEET ARE D.L.O. WIDTH (XX DOORS) _ (FRAME'MOTH - 25)/2 I AUIi ?�)� Browing no. BASED ON ASTM 09 SEC. GUSTS) AND FLORIDA BUILDINGLDING COMMISSION DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W9 3-01 DECLARATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. sheet 1 oT 1 l 37-1/4' 72• 3 DOOR FRAME WIDTH DOOR FRAME'MOTH HEAD ANCHORS AT STILE ENDS � �-1 2 ANCHORS QUANTITY CHART 6'MAIL 3• TYPE'A', '8' OR 'C' 6'MAX. SEE CHART FOR QUANTITY ANCHOR TYPE a HEAD/SILL �`'� AT STILE ENDS HEAD/SILL CORNERS p I_ CORNERS A SHIM 'p' '8' 'C• p 'I 1/a• a a a O� L' I I l 3/8' 6 8 6 a 1/2' 7 7 C v /c R Qp O LJ C x� o LOCK OPTIONS i ^y o / SEE SHEEP 8 6 1 O PRIJDOC r REVISED CA0 No, N a Z I I IL� I I I I Ag < ~ON',--'s-1- $ § 0 N M ACTIVE I ACTIVE I ` INA TIVE tk.• C bQ C]3 1� �z_y z •• 0•• • • 0 23 1/2' 1O 23 1/2' 23 1/2' • O.L. OPG. 2 ANCHORS ML OPG. D.L.OPG. 0000•• TYPE'8' •• ••• • • • • 4 ANCHORS SURFACE APPLIED • • • • AT STILE ENDS TYPE'D' FALSE MUNTINS • •••••• AT STILE ENDS MAY 8E USED y • oRvHg • • TYPIChL ELUMON FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR R • 000 • 00• 000.00 • • ( X ) ( XX ) • ••• • 0000 m g 0000•• • • v $ • • • • 0000 0• • 000•• NOT HET 1 FOR DOOR APACITIE� � ma@gym 0• ••• • o •• 0000•• em •• ••• 0000 • • •0 0• Engr:JAVAO AHMAD •r CML 3 FLA PE 170592c 3 CAN.753838 A 0 drowtng no. W13-01 A 0 6 2015 sneer 2 or t t 144" MAX. 0 37 1/8' 36" _ 72" 36' SEE CHART FOR QUANTITY 'O SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SID •••••••••••••• ••••••••8 0m�cxwa ••nm o,p•t•H••• FG//��//• H m vwx mMm o,C�__H_ FG//�//• J \/A/CT/N..�//E.m/\O���I,\E.I\~/iIIiiI I 1I IIIjII-II\1_- ==/t==_11/==,.=?1i1kI1IIL�iI1II1ceI 1III 1II='_\'J�!1 SI/ _-DI==J--iIKiiITIIIIIIIIiIt IIII I-I II I 13ATN 48ST LE 6& MULL.48O.N ENDS NHKAD ANCHORS DS, 0 s'MAX. e"MAX. QUANTITY CHART HEAD/SILL HEAD/SILLA ANCHOR TY CORNERS CORNERS - z9 jG�O��zb11 �yZ3QUB��n a� i tpap A SHIM ,A. 8 C 4 cf LOCK ONS FASTENERS SAME LOCATIONS C AS ANCHORS SHOWN ONSEE5i51K SHEETS 1 &2} ri L/ 0 to I I INCTNE _ MT g m 31 1/8- 31 1 8" 23 /2' 23 1/2 31 1/B D.L.OPG. D.L.OPG. D.L.OPG. D.L. OPG. DESGf ACITY - PSF 4 ANCHORS SU*ACL APPLIED FALSE MUNRNS SIDEUTE ATIOTYPE SY 8E USED FRAM• NTYPICAL ELEVATION DTICAL ELEVATION AT STILE AND •• SIOELRE (SEE NOTE MULLION ENDS WIDTH HEIGHT OXXO •••• %CHES I"ES EXT.(+) MODUCfREc ggSIDELITE OPTIONIth dw FbMA E ••• •24 • •�o o �sa• • atp6oN .0 .0w 'iD/)�0EIRE WID 30 5s5in�nmOtN 0 15 3 E ••• • tMlinttw atr_ 9/G 11 4., Y=g i 33 •;80 i••••••• i • X0.0 •9e0C..0 7.6 J7-1/8 • 77.6 676?%•• • • 39 • • 3 • wN► t!1Nµ. �ea.n 1Cwi.t�„a",*, � • - ;;:t;_ SID IT D. .O. DIMS. o o • 42 • • 908.6 68.6 m g$ • D.L.O. HEIGHT FRAME HEIGHT - 12.875" '> • 24 80.0 • D.LO. WIDTH a SIDELITE WIDTH - 6' STAND ALONE SIDELITE ONLY ••• • 30 eel • 80.0 B•.D • D.L.O. WIDTH SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 33 096• Box 80.0 36 80.0 80.0 En9r.JAVAD AHMADCW [ c 37-1/8 77.6 77.6 F C PE A 70392 39 73.8 73Z 38 o u a 24 80.0 80.0 30 80.0 80.0 (� 33 95 80.0 80.0 F1U' 015 drawing no. 36 B2-01 ' W13-01 37-1/8 77.8 7 sheet_30f 11 t DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR It V v FRAME SIDEUTE SIDEUTE FRAME SIDEUTE FRAME SIDEUTE FRAMEDOOR SID SIDEUTE LEAF FRA 1RE SIDELITE TO DOOR MULLION WIDTH WIDTH WIDTH - WIDTH WIDTH WIDTH! WIDTH `WIDTH WIDTH WIDTH HEIGHT (SEE NOTE BELOW) Z INCHES INCHES INCHES EXT.(+) INT.(-) / / / \ C -� 24 80.0 80.0 C / H H / H C 30 80.0 80.0 A/,l O /r %i. / / 33 35 as 80.0 60.0 w . rr .�ii /' • •� �� � 36 80.0 - 80.0 w J J J 37-1/8 77.6 77.6 39 73.8 73.8 42 68.6 68.6L11 2a 80.0 80.0 Q Q 30 80.0 00.0 xo) (oxo) (xox) 0 cv c 33 35 90 80.0 80.0 {S )) 36 80.0 80.0 l OX" LL H 41 G 37-1/8 77.6 77.6 SIDEUTE DOOR FRAME SIDEUTE DOOR FRAME SIDELITE all b 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH Q Ilii eT f E:, 80.0 80.0 O 50.0 80.080.0 80.0 H J E C H J E 80.0 80.0 % i'; Z. %n.e 77.6 a 1 /¢ G\ % / �" x /r r / '4i ` 'n O L�j 0 w E N o MUWON '{lOfxO) DOOR STILE ' (OxXO) `� 0 N�ra f^,'1 END ANCHORS 1 ) I.END ANCHORS YRODUCPREVTSBD d 0?i O1 O `J SEE SHEET 3 SEE SHEET 1 r-P1*1-1111 tl' Z Z- kddks Cods _ __ Aerspts�es No N-I011•Oy 3 p Ko isi4'sHrn Mts • • • • t _` -y�, )O r Mir17Dhdt lodoaCo�bd •••••• • • • • • LEAF WIDTH • IDEUTE WIDTH ••• OR FRAME WIDTH 8' •••••• c • • • • SINGLE(X)37'MAX. ••••• • ••• •••••• DOUBLE (XX)72"MAx. ••••• •••••� SIDELITL6M•DOOF, • • • • •••• ••• •• ••• •• INSfRUCTIONS:•••••• NOTE: g o o <g • •`-7-� GLASS CAPACITIES ON THIS SHEET ARE m g o • • •• USE CHAWS AS@FQLLLOWS. BASED ON ASTM E1300-09 (3 SEC. GUSTS) m <m o • • • • AND FLORIDA BUILDING COMMISSION ••• •• •E•ECT ON SH ET I. BLEOOORs CAPACITY FROM •a TAeles ON SHEET I. DECLARATORY STATEMENT DCA05-DEC-219 M b L�VECT LOWER OF SIDELITE TO DOOR MULLION En9r.JAVAD AHMAD e� CAPACITY FROM TABLE ABOVE. CN 3 p2 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY SCAN 3638 2 \ 5. TO ENTIRE SYSTEM. 8 'G My 5 ��n• drawing no. W13-01 sheet 4 of�1 t 0 r, u. p � o 0$ a vo N 3/16"TEMPERED GLASS 0°�n WQ 3/8"AIR SPACE -� 3/16"ANN.GLASS 3/18'HEAT STREN'D GLASS 3/16"ANNEALED GLASS Z J .075"Saflex CP With PET Cora _ -075"Saflex CP With PET Core .075'Saflex CP With PET Core By'Eastman Chemical Co.' By'Eastman Che nlcai Co.' By'Eastman Chemical Co.' 0 .090"Soflax Clear And Color Gloss .090'Saflex Clear And Color Glass .090"Sonex Clear And Color Glass FOLJR,By'Eastman Chemical Co.' By'Eastman Chemical Co.' By'Eastman Chemical Co.'INTERLAYERS INTERLAYERS INTERLAYERS .090"Kuroroy SentryGias .090"Kuraray SentryGlos 090"Kuraray SentryGlos By'Kurcroy America, Inc.' By'Kuraray America, Inc.' By'Kuraray America, Ina.'090"Kureroy Butacite PVB .090" Kuraray Butacite PVB .090"Kuromy Butccita PVB 3By'Kuraray America, Ina.' By'Kuraray America, Inc.' By'Kuraray Americo, Ina.'3/16"ANN. GLASS 3/16'HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS a SILICONE SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 MlODUCf REVISED N o DOW CORNING 899 roow CORNING 899 DOW CORNING 899 as couPt7ht with thr fTodk V)in CE-1200 GE-1200 GE-1200 IrYfat Code $ �::Nr•t 1O Aecrpt%M No -A/ ,p p M A 14 'I�� \ 74 li I L� \ Z�Z=:�i cy C)n n • i,,i O- • • I • • L••• •••••• • ' XL EDGE SPACER Q • • e/ 0 0 \ / o ST.STEEL BY'CARDINAL' ••• •• \•• •0t •/ • pp \ rc \ OR • f \ .( • C \ / DURASEAL BY'QUANEX' • _ ,*Osseo L7 i/ \ i/ SUPER SPACER BY'QUANEW ••• •• :•• 28 AT 1/4 PQNI`•• `28 AT 1/4 POINTS 28 AT 1/4 POINTS o $v •• e• f/1616M. CLAS&••••• 7/16" LAM. GLASS • 1" OVERALL INSUL. LAM. GLASS •• •• • ••e• 0 •••••• • • GLAZING OPTIONS w • • • • 000 • • • 0000•• • ••• •• • •• 0000•• • • •• • •• � oamac ••• •• 0000 • • •0000 • _ Entin JAVAD AHM n FLA PGIVIL d 70692 ! \ CA 3538 8 fib. jj T 5 2015 drawing no. W13-01 sheet 5 of EDGE 01ST. 18Y WOOD BUCKASEE WOOD BUCK v TYPICAL ANCHORS EOC DIST.. SEE ELEVATIONS e, SEE OTE SHEET 1 STRUCTURE METAL n FOR SPACING (,`ONCR&tE 3, OTE SHEET ISTRUCONCRETE. DEDGE DIST. a a- a Z 2 c7 2 K Z K 23 11 I I N o f=n N 4 N al x t ;3fA 7 I 21 \ \o o O 1I 1y I II TYPICAL ANCHORS SV12 ELATYPICAL ANCHORS TYPICAL ANCHORS FOR SPACING Q Q� 13 SEE ELEVATIONS SEE ELEVATIONS I 1 FOR SPACING FOR SPACING 0 I I I I 6 j jI MIAMI-DARE COUNTY APPROVED II SEE SEPARATE NOA 1 CLIPPED MULLION W000 BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS II II a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM --------- ------- AND ---_-_AND TRANSFER THEM TO THE BUILDING STRUCTURE. -- ---- _ TYPICAL ANCHORS: SEE ELEV. FOR SPACING o \+ TYPE 'A'- 114" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) m MIN. LENGTH = 2-3/4" TYPICAL ANCHORS c ! i SEE ELEVATIONS O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR SPACING ' co ° 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) co, II THRU 1BY BUCKS INTO CONC. OR MASONRY J `a O ,I 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) N�p m m M j �a7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) oNM o TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI,Fy=155 KSI) Z z W it Ii MIN. LENGTH = 2-3/4" o_o • DIRECTLY INTO CONC. OR MASONRY 5" • • • ••• •• 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U �• • • : 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 10OUCfRBY19EF1 • •••• •• • • • TYPE 'C'- 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) jCdwu�lie Pbrlii • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") wnepweeNo( 0 0 • • ••• INTO METAL STRUCTURES (HEAD/SILL/JAMBS) $ I 1 a 8 •• • • •• •• $Z 8 STEEL 1/8" THK. MIN. (Fy 36 KSI MIN.) S I a c R Goose 0 006 00*• • • ALUMINUM : 1/8" THK. MIN. 6063-T5 MIN. am a1 ° • (STEEL IN CONTACT WITH ALUHINUM TO BE PLATED OR PAINTED) c g f5 so:*•• •• • i i •I*I ••• a • • • • i i r •• TYPICAL EDGE DISTANCE m •• ••• - I INTO CONCRETE AND MASONRY = 2-1/2" MIN. • • • it ••• INTO WOOD STRUCTURE = 1" MIN. e •••••• a• j I`� ••• INTO METAL STRUCTURE = 3/4" MIN. • •• ••• i i •i i• 21 72 I I •I O WOOD AT HEAD OR JAMBS SG - 0.55 MIN. m a m a o .::.Oe ••• }1 73 ' CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. O • _ H C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. fngr.JAVAD AHMAD '2 ANCHORS MAY BE HEX OR FLAT HEAD. c L u FLA.PE 70592 g CA38N. 38 cONcgeTe d:•: ": ; d.. ;...° SEALANTS: a TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 5 201; o EDGE DIST. SEE ELEVATIONS GE SCS2000 SILICONE SEALANT. drawing no. FOR SPACING DOOR DETAILS W13-01 ahaet 6 of 11 U 3/8'MAX. 3/8'MAX. n SHIM © © SHIM z 1BY WOOD BUCK 2 ,SEE NOTE SHEET 1 P ACTIVE LEAF CE � v 21 ,` TYPICAL ANCHORS TYPICAL ANCHORS ,. SEE ELEV. SEE ELEV. v•>' FOR SPACING C FOR SPACING C&a� o q� mmDUCt REVISED — 7 7 to 'i •i, taeowpllVtwR►tMPlorW aa��� 25 D.L.OPG. _ Wk•C•dt 25 ' At`tMtt MEXTERIOR te N/�.� ETAL 25A 258 8►�fteMt•Dett STRUCTURE LFAF WIDTH 3 POINT LOCK WITH DEAD BOLT DOOR FRAME WIDTH SEE SHEEP 9 M►rl IMT P Caud 2S d' $ Ow 3/8'MAX. C) u, SHIM MAX.'. 3 POINT LOCK m SHIM, WITH DEAD BOLT 28Y WOOD BUCK $ � OR I 2 SEE SHEET 9 WOOD STRUCTURE 0 3 M n CONCRETE FLUSH BOLT SEE ROTE SHEET 1 OR' Z; Ti RY. ACTIVE LEAF INACTIVE LEAF 3 0_- o" is 24 19 O • VOCAL ANCHCR8 .•. • ••• 19 • 22 •• • SEE ELEV.; y. • 3 • •FOR SPACjNr.:••; • O b • •0 sawo •• ••• 8 ...4..., •••• Cg�g TYPICAL ANCHORS E SEE ELEV. • • •:;; -;; •••••• T D.L OPG. T FOR SPACING ? •• ••• 19 EXTERIOR D.L.OPO. • • `�•� •••••• • LEAF WIDTH LEAF WIDTH m M O N • • • • DOOR FRAME WIDTH • • O M Engn JAM AHMAO I e n CIVILm m F CAN32$92 4 M 3538 O drowmg no. A 06 201.5 W13-01 DOOR DETAILS sheet 7 of}} TYPICAL ANCHORS �w U SEE ELEVATIONS .:•EDOE'01 T." FOR SPACING ei �.6CO . + 'z Nt. 3 •.CONCRETE. 0 a O o W� O J U mN 0 m 12 0' 01 13 04h 3 O0 8C O ij II I I' Is m SHIM .- O J MATING JAMB FASTENERS m li 5 2 18 FOR LOCATIONS x li CONCRETE- 17 SEE DOOR JAMB SPACING $ II OR' ON SHEETS 1 &2 c> O�1 MASONRY.'. O W 0 1 o y IF a oV N O 2 a m3NM x 0 ZZUD � • • 1 I� rn O • • • • • II • •• "•� ��j O—v • • • y • • EXTERIOR 0000 • a as •• ••• • • ,i 11 • • D.L OPG._ LEAF WIDTH • ; ; 0000•• • _SIDELITE WIDTH DOOR FRAME WIDTH •• ••• •• 1'� 9 •• 37MAX.SINGLE(X) 0 0 ',' • 72 MAX. DOUBLE(XX) g • ••• • • • j1d 0000•• FRAME WIDTH • • • ••• 0000 c � g •••• • TYPICAL ANCHORS • • • • 00.0• /4'LONG •• ••• SEE ELEV. LAPPLY SEALANT ►RODUCf REVMW • • 3 0.000 FOR SPACING BEFORE MATING /•RA Ht Fled& 0 Y•IOIes Celt •• ••• • • 0000• Eat Hw4ter O/ •o SV a w^ $ q • • • • Nt ,No�Ev'R • • • •••• NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" Int+1Sl 's •• ••• ••0 • • - bead top* ofC i0amuc • lz 13 Engn JAVAD AHMAD ii O y FLA. k ML A #X592 b 33 a'< kb 70�FJ c' drawing no. v ' EDGE DIST. TYPICAL ANCHORS W13-01 SEE ELEVATIONS SIDELITE DETAILS E FOR SPACING sheet 8 of 1 1!!�v o EXTRUSIONS BILL OF MATERIALS Im MISCELLANEOUS Z ITER B PART No. DESCRIPTION MATERIAL MANIF. REMARKS ITEM® CUM PART Na DESCRIPTIO( bF- FDAN WAF. REMARKS O 1 C61-189 FRMAE HEAD AND SILL 6063-76 CGI EXTRUDER 2l MIB XC-1947 RARE GASKET AMESBIIRY OR EGUIV P a 22 M6 32089 .3'30 FR4l1 CASKET 2 CG[-190 FRPFE JAMB 6063-T6 CGF EXTRUDER A)F BlR WIV103 CGI-196 SIDELRE HEAD AND SRL 6063-T6 CGI EXTRUDER 23 M5 V3332U(G .197 x.320 VEATHERSTRIP PILE V/CENTER FIN ULTRAFAB OR EGUIVCCC���4 CGI-197 FREE STANDING SIDELITE JANB6063-T6 CUT EXTRUDER 24 M8 W3332M 187 X=HIGH PRE VSTRIPPING ULTRAFAS DR EWIV5 CGI-198 MATING SIDELITE JAMB 6063-T6 CGI EXTRUDER 25 M9 CH-IG8-B HDEd N 1/2'X 4') 051-CUSION6 CGI-193 PANEL TLP AND BOTTOM RAR 6063-16 CGI EXTRUDER 23A MIO A=-US32D HINGE(4 1/2'X 4') HALER 12 xI4tSAI v op JL4 7 CGL-194 PANEL VERTICAL STILE 6063-16 CGI EXTRUDER 29 N11 AB800-US3 NNE(4 V2'X 4') S/S HAGER - /2 NS" 9 CGI-199 SWAB&GCI( _ 6063-T6 M EXTRUDER 26 N4 CGI-382V GLAZING BEAD BIR.B VINYL CGI-CUSIGN 12 CGI-191 FRAME READ AND SRL CREW COVER 6063-15 CGI EXTRUDER 27 H7 3/8'-16 FULLY THREADED ROD-SECURED WITH 3/8'HEX)ALT ZW PLATED V 13 CGT-192 FRAME HEAD AND SRL SLANTED SCREV CUM 6063-TS CGI EXTRUDER 28 - SETTING BLOCK(2 PER LITE) EPON 11 DURDXEIER 8055 SNORE A 14 Cbl-121 7/16'(LASS GLAZING BEAD 6063-T5 CGI EXTRUDER a z 14A CGI-123 V(LASS GLAZING BEAD 6063-75 CGI EXTRUDER Fil 15 cGt 2Do SHRAR BLGO(PLATE 6063-T6 CGT EXTRUDER NOTE: REM NUMBERS 8 10 & 11 ARE NOT USED 16 CGI-195 ASTRAGAI. 6063-T5 CGI EXTRUDER 17 CGI-908 SCREW COVER 61163-T5 CGI EXTRUDER N LOCKING HARDWARE A PART No. DESCRIPTURI MATERIAL W&F. REMARKS �g5 CGI-45ML 3 PUNT LUCK ASSEMBLY(ACTIVE LENT C61-CUSTDH USED BY ALL OPTIUNS S p� g CGI-1204 FLUSMT ASSEMBLY(INACTIVE LEAF) CGI-CUSTCH USED BY ALL OPTIONS 0 Lu OPTION 1 5455 PASS ACTIVE LEVER(ACTIVE LEAF) BALDWIN . 5455 FD DU19(Y LEVER(INACTIVE LEN') BALDWIN OPTIONAL 0231 DEADBULT(ACTIVE LEAF') BALDYIN OPTION 2 JB60 DEAMT(ACTIVE LEAF) DEXTER BY SOH. � JO TCK05 ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SCM $ M JIO Imm I 1DIMNY LEVER(INACTIVE LEAF) DEXTER BY SCM OPTIOIAL IZ Z li OPTION 31 DB2 0 DEA➢]IOLT(ACTIVE LEAD COPPER CREEKPRODEICeREVISED 1L2E0 0 ACTIVE LEVER(ACTIVE LEAF) COPPER CREEP( SMSA Fbe}'Ion 0••• • BLA •• ➢IRl1IYLETERl�l LEAF) COPPER CREEK 1 WHIM w1'(tx11�4(e O 0000•• 0000•• • • • • ` • • 0000•• Cm&w ••••SCREWS •• •' •• rIN 8 •ART Nc0• 000606 DESCRIPT@I mom o • • 18 t 14 X 3/4W"D TEKS-RUIUN ATTACHMENT ••• le'FROM ENDS 19 ••••• A 6 X 1/2♦,PAN HEAD SIS-ASTRAGAL ATTACHMENT • •� /10 X 1 1/4 -ASSEMBLY 3 PER COINER 0000 • • • 0000•• • 0000•• • •• 0000•• nam» • • • • • 0 0• • •• .p a�rye v� • • • • m�0 0 0 o ••• •• •••• • • • • O 0000 n_ Engr.JAVAD/4(14AD •0 CIVU. CPE AN. 70592 38 92 c M t U p�5 drawing no. W13-01 sheet 9 of 11 U ••••••..••••••••Amy. •• ••••- -•••• __ ••• ••• FLU -`_♦ Belt AssemblyAmmbly P p dol ' r6Qw�erwiISnSp•f Il,cy,d.on-a.w.ll►14 Fbri`Y^G� ` ' y, o3�s L(nkegAmy. U*qe Any. Rod Red 30 1/2' Ap ° Han110 z3/4PH SLS flub. N0O L�j CoeoRn Wheel CuctioNWhedN Keyed d (R%1/2PR MS(R / Olt KiDdblt AQ .M wple o� rRODucrREwszo Zz So eyed) •• U0 CyKMde • Wlece Flusbb Actimlr PA* Ca.d 0• •••.•• Aeel mps o • .•.. ii 'Pel• ° TOP SECTION SHOWN (BOTTOM SIMILAR) S00 as • • • • o • z. •••. Flushbolts(Inactive Panel) ••• •• 1 00*000 Top&Bottom • 000 Vo w • � 00-000 •.. •• •• • • • .•• • z •• dNNpN��oa�vp0 [-2 I 1i n _ Eng:JAVAD AWD CML j FLAB#IQ592 C . $ s UG 4 5 drowing no. CGI CUSTOM W13-01 3-POINT LOCK ��heat9.lof 1111 .788 4`Us 3.625- roa .062 1.626 O j 750 .100 1.590 .080 1.587 4.495 QQQ o 5.500 LL U 12 FRAME COVER Q1 DOOR FRAME HEAD/SILL O $ a ryaQoC 3.826 1587 Vµ4 a -2.458--jr C c3 1.410 1.825 .062 1.625 O TOP & BOTTOM RAIL O SO 5.500 SILL COVER r.oeo � m 6.438 •075 .465 1'828 1.440 s Ct -� .075 1.U63 4.495 a 1.755 HINGE & LOCK STILE a,;,g 3 O cd o M � SIDELITE TOP & BOTTOM FRAME 7 SIDELITE JAMB COVER 3 a cdz 30 • • � off.. • • *,126 .135• 1.500 .185 OD•• •• .8 .245 • Aeft bWdla C.& . .115 cow a Wfib Ff." '8�>�Mlr mlil'i•••••••• • ••• ••••• 76 1Nir1 �.�uriASTRAGAL ADAPTER •••• SHEAR BLOCK SHEAR BLOCK PLATE• •• ••• •10101"25, •• ••• 3.0051.Obt 2.000••• • •• ••• .995 .050•• • • .250• 62090500• • 080O.j204.000 GLASS STOP (LAM. GLASS) 4. 4.000 .075 r�CML�126 .070- r I f 505 .120 CA 70692m2 388 II 1.465 1.465 h.420 . 5 .050 ' � U.870 i.t84 - �n��1 drOwi ng no. O O 0 74 W13-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 10 of �V u 20 0 20 ASSEMBLY FASTENERS TO BE INSTALLED20 ro ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS , 0 PRIOR TO JOINING MATING JAM95 / 4 i/ 0 / r 7dI U /a�yiL&a9 I y�rg LLZWN�� 1 fall /• ` i o I 1. I HOLE CAP ACCESS HOLE i 2 9 � N j 0 N MATING JAMB i g i z 0 FASTENERS j 8 W D, r� SEE SHEET I t/1 FOR DETAIL 2 v) Ni2 $ 0 K)M SIDELITE JAMB CORNER SIDELVE MATING JAMB CORNER moo_wig golf FJ2AME TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM •• ••• V • 9 • 15 o 6666•• 6666•• • • • • w •i9.6• •• •• •• ��irOrJ • • • • I,Tp 11 r� 6666• • 000 609969 �� D/�j p 0 • Ll 000 •0.00• • • .y� y2,Iy i g • • • • 8S5 •699•• • • 96••6• • ••9.6• • 9• ••6••• • • 0 N��&8 • 27 • • •• 0 • • • g«�o 000600 • •• • • • 0 •• n Eng,: INVAD AHMAD •+ n CML FLA. C7 g2 AN.Lc n a O 0 drawing no. W13-01 LEAF TOP & BOTTOM CORNER sheat 11 of 11 MIAMI•D14DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mnim.mianildade.gov/econoniv CGI Windows&Doors 10100 NW 25th Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hun-icane Zone. DESCRIPTION: Series"Sentinel 130"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)",sheets 1, 1.1,2,3,4, 5 and 6 of 6,dated 01/30/10,with revision F dated 44/10/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. . INSPECTION: A copy of this. entire NOA shall be pro vided to the ugser•bl thg•manufacturer or its distributors and shall be available for inspection at the job ste at th&reggesy of tie$wilding Official. This NOA revises and renews NOA#14-0731.05 and consift of*4is pdged I k&dvidtace pages E-1 and E-2,as well as approval document mentioned above. " ••• •• • • • •• The submitted documentation was reviewed by Manuel Perez,P.E. i .• :. .• ;. .•. :NI)A No. I5-0413.03 MIAMI ME Co NTY ••• • •'Expiration(Sate:*September 22,2020 t Approval Date: June 25,2015 ( 1 ... . 0:0 . . Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CGI Windows & Doors NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2, 3,4, 5 and 6 of 6, dated 01/30/10,with revision F,dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202.94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal(M and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer, Duraseal@ and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up*drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC, Test Report No. PITL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.13)••• 0': : : ••• : : ••• . .. . . . . ... . Manuel ' ,P.E. •:' : �radaictCont r 1 aminer .• .• •.• :90A N . -0413.03 :.. :• :.Cxpiration Date:•§eptember 22,2020 Approval Date: June 25,2015 E-1 *00 . . . .. . . . ... . . ..•. •.. . . . •• . . • •• . . . CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51" Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ' (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'b Edition {2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC,dated March 30, 2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted tinder NOA No.10-05-10.13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14, signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. is "' ' ' ' ' ' so . .. . . . ... . .. ... .. . . .. Manuel Per90E. Oraduc-Control Eer '.* :1�OA No.15=03.03 :.. V :.Exoration]Pate:•Aeptember 22,2020 Approval Date: ,lune 25,2015 E-2 . .. .. . . . .. .. 49• 48" 49" /��U6 FIANCE WIDTH BUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS X111 0 D.L.OPG. D.L. OPG. o D.L OPG. m 3 s•MAT(. ta"MAX. �a. J HEAD/SILL A 3 SHORTER $ Al Mqkr@• y� y zd CORNERS SIDES m SjR�Ep CUR44A I ME ANCHOR SPACING SHOWN HEREIN APPLICABLE 0 u 0 S/OF� N TO FLANGE AND FLUSH FRAMES. a o $ SEE SHEET 1.1 FOR FIN FRAMES. p v 0 a I II d II m G7 H u V 'q n u u n io ❑ u u u u u u u Nu n n u 11 II C7 u it n It C II It II II II It __JL-----�---- ---JL-----1L--- --iL-----11 96" =- n------Ir---- ---n------rr---- =--tt------rr---- BUCK HEIGHT Y.zI J C3 u u n n u u 11 11 III / I I II I I Z ry I: /� n u u u j II D.L. OPO. W ssli a it n O ____JL__ _1L____ '� 0 ==__JL__�_1L____ OO O J 11 II Y J II II �+' J 11 II r OJT fid'• .¢z 0 II II j 11 II Z O 11 D II II g II II g 11 II `� u u n u n u o n n ✓ n n 0f- -- —_ --- Ilii II It O W II 11 — I_--=_-LE= V -I II II JL/__—II II 'I II q III q II m B 3 B l II i II �j ONcq M M (SURFACE ppp mj 16•MAX.lj6,MAx. ta•MAX, s•MAX. 17•MAx. QZ_Z�J OPTIONAL SHORTER HFAD/SILL SHORTER CORNERS STRAIGHT •• SIDES CORNERS SIDES SIDES In p FI. GE 8 F�I4NQE ADA.PTOE.FRAME EQUAL LEG FRAME • W.WIDTH •• ••• • • WINDOW WIDTH WINDOW WIDTH WINDOWWIDTH • • • • • WIND_,OW ,WIDTH wIN00� W ,WIDTH � � 0000•• ll_ _� �_ _� •: •911RIES A SENTINEL:AbUMIIINUM FIXED WINDOW OLJ • •6.69 DESIGN LOAD RATINGS FOR THESEWINDOWS TO BE AS PER •• O(OL FITS SH0l91Q�N SHEET 2. •• •• iR• k• ��ROVAL APPUEE TO SINGLE UNI OR SIDE BY SIDE COMBINATIONS 3 " I I I I•dlr41X./FIX. ORF'QCgDW. WITH dl &OtJAM1-DADE COUNTY L • APPROVED W�IDONS- INC MIAA-,pJW.00UNTY APPROVED MULLIONS YIND0W WIDTH WINDOW WIDTH WINDOW WIDTH w.WIDTH DAYLITE OPENINGS: ES g g •• •IV$EfWEEN. �� D.L O. HEIGHT BUCK HEIGHT - 3.00" • LOWER DESIGN RRESSURE FRONROMM"OR MUWON APPROVAL �� -� 1 W1L�APPLY TO ENIIgE SYSTEM.09.•60• r — , — D.L.O. WIDTH = BUCK WIDTH - 3.00" n •• • • -- —, I I o•�a-a • THIS PRODUCT y4S•96EN DESIGNFS ANIbWSTED TO COMPLY WITH THE INSULATING LAM.GLASS �� j �I LAM. GLASS .y • REQUIREMENTS OF THE FLORIDA BYILDING CGDE INCLUDING HIGH VELOCITY s o s g •• NI/RRICANE ZON#4(HIVI�Z). • • # 3 LARGE MISSILE IMPACT WOOD BUCKS IPJ C"RS, MUST BE ANCHORED PROPERLY TO TRANSFER SMALL MISSILE IMPACT o q LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS L_ EnFL �E 2 -R PlyTRsvISED 1� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - .-_ FLA.FE 7os92 B.Hdb lCod with aro PfA 1 'o CAN. Dutldhlg Code/Jt�p41 � ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. AeceplenceNn v a NOT PART OF THIS APPROVAL. SHUTTERS ARE NOT REQUIRED. M 2Ot5 mtlen Dale 11,26 I �y A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By drowing no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Miami da l'roducl Colurol MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS,THAT VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS W1 O—C}Z COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. REQUIREMENTS OF THE FLORIDA BLDG. CODE. 5hflflt l of 8 48' 4g• 48' V BUCK WIDTH BUCK WIDTH BUCK WIDTH A IM o TYPICAL ELEVATIONS D.L. OPG. D.L.OPG. D.L. OPG. -- a m 3 6'MAX. 18'MAX. HEAD/SILL A2 STRAIGHT 4O CORNERS SIDES 'o v Si FSO SR� [Q z (y I�j I h I I I m i;7 I I I V a M u u n n e o u u Sp,q< II II II II 11 II � $ II II II II II II oo 11 II II II II II u _JL_____11____ _11____ ___ IL_____11__-- 98" yam,g C2 n I u u u n BUCK WIDTH I 11 i. II 11 i I I II /, n II / II II it II II Fs % ~s // �c %/ D.L.OPG. 11 II 11 II II II m 0 11 !% II p n n a0. II i% II - m S O JL__ _�L____ iy Y O __JL_____1L____ i.x O JLI_1LO m ---- rr----- r---- m ---�r-----Ir---- c ----�r-----�r--- Y J N II y J II II J II IF !S+ d u u o u u m o it u OG v m u u m u u m II II II II II II s/O F0� N - II II �� II II Q IT-------n..-__ o - -Ir------rr--- o --=-Ir-----Tr--- II 171 ii ii 0 FA ii ii ii ri u II it II II II 11 II II II 11 4 II II II 11 II li J fl II IL% II II O W q Z III II p II p o _ _--- -___,r____I ___=1p= D �JJ N p n fA h N FALSE MUNTINS O t n 8"MAX._ 16'MAX. Z_Z (SURFACE APPLIED) 16'MAX. 8'MAX. 16"MAX' CORNERS STRAIGHT OPTIONAL STRAIGHT HEAD/SILL STRAIGHT •w SIDES CORNERS SIDES SIDES • • • w•• • •• • ' • • FIN FRAMES .. • ... .. .. .. • :90 • ••• •••••• ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES ° w • •w• • w•ww Y �g •s •w• e •• •w• • •• ••www• "=" • w • • c N • •so ♦ • 004 w•• w••w • w dC�c • w ••w• o q Erg,.JAVAD AIM PRODUCT REVISED � e CML as complying whh Tho Florida I FLA PE++70892 Building Coda f�, o CAN.X538 Acceptance NO •!/'�� 3 Ex moon Dale �L(1m IA2015 BY ode Product oL drowiono. W10-02 sheet7,�of 6 DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PEP p-�W FLANGE DIMS. DUCK DIMS. JOWS TYPES'C'&'C]'GLASS TYPES'V&-Di' FIANCE D17d3. 19BUCK DIMS. GIASS TYPES'C'&'CI'GLASS TYPES'D'&'Dl' WIDTH(W) LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(--) WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) INT.(-) EXT.(+) INT.(-) 24' 23 80.0 80.0 80.0 80.0 24° 23' 80.0 80.0 80.0__ 80.0 J 30• 29' 80.0 60.0 80.0 80.0 30" 114' 29' 113' 50.0 80.0 80.0 80.0 L zd 36' 35 80.0 80.0 80.0 80.0 38' 35' 73.0 73.0 80.0 80.0 42' 38' 41" 35` 80'0 80.0 80.0 BO.0 41' 10' 51.4 61.4 80.0 80.0 1• aY 80.0 80.0 80.0 eoo 24^ 23• 80.0 eo.o 80.0 Boa 54' 53' 80.0 80.0 $0.0 eoo lzo• 29• 11e' 80.0 80.0 60.0 80.0 # Q 8 n 80` 59' 80.0 80.0 50.0 80.0 36" 35' 72.4 72.4 80.0 80.0 t CCp `� LL 61' 80' 80.0 80.0 80.0 80.0 J9' 38` 55.9 65.9 80.0 80.0 R M Qy 24' 23' 80.0 80.0 80.0 80.0 24• 23' 80.0 80.0 60.0 80.0 NOTE: [L G Q of 30• 29" 80.0 80.0 60.0 80.0 30° 121, 29• 120' 80.0 80.0 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 3 .. 36' 35" 80.0 80.0 80.0 80.0 36° 35' 72.3 72.3 80.0 80.0 z 42' 48. 41' 47' 70.2 70.2 80.0 80.0 39' 38° 65.8 65.8 80.0 80.0 1 48' 4Y 61.3 61.3 80.0 80.0 Q 54' 53' 61.3 51.3 BOX 80.0 BUCK DIMS 60' S9' 61.3 61.3 80.0 80.0 O 61' BO' 81.3 51.3 80.0 80.0 DESIGN WAD CAPACITY-PEP 24' 23' 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'SeCl'GIASS TYPES'D'&'Dl' FLANGE FRAME w 39• 29" 80.0 80.0 80.0 80.0 WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) EXE.(+) INT.(-) O1 36" 35' 80.0 80.0 80.0 80.0 19-1/8^ 18-1/8' 80.0 80.0 80.0 80.0 FLANGE DSAS-moi 42' 60' a1^ 59' 70.2 70.2 80.0 80.0 26-1/2' 25-1/2• 80.0 80.0 60.0 80.0 48' 4Y 61.3 61.3 80.0 80.0 37" 361 80.0 50.0 80.0 80.0 26' 25' BUCK DIMS 3 pL' 54' SJ' 54.3 54.3 715 72.5 48' 47' 80.0 80.0 80.0 80.0 e O W 80` S9^ 489 45.8 65.1 65.1 53-1/8" 52-1 8• 80.0 80.0 80.0 80.0 L5 81` 80' 489 48.6 65.1 65.1 81" 60, 80.0 80.0 80.0 80.0 29 24' 2Y 80.0 SO.O 80.0 80.0 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 a° 30' 29 80.0 80.0 80.0 80.0 26-1/2* 25-1/2' 80.0 80.0 SO.a 80.0 EGUAL LEG FRAME n . N M 1 36' 35' 80.0 80.0 80.0 80.0 3Y 36' 80A 80.0 80.0 80.0 Q 3 M 38-3/8' 37-3/8' 42' 72• 41" 71• 70.2 70.2_ 80.0 80.0 Or 4Y 77.1 77.1 80.0 80.0 BUCK DNS 48' 47' 61.3 81.3 80.0 80.0 83-1/6' 52-1/8' 77.1 77.1 80.0 80.0 --- 54' •• 53' 54.3 54.3 72.5 72.5 61' 60' 77.1 77.1 80.0 80.0 w O • e • OW • M89 48.8 65.1 65.1 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 Q •• •�* • • 0 48.0 64.0 64.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 Uog� • 2 ••••62i' 80.0 BOX 80.0 80.0 37' 50-5/5• 36° 80.0 60.0 80.0 80.0 FIN FRAME •: •4W • A' • • 0 80.0 80.0 60.0 48' 47' 49-5/8' 61.3 61.3 80.0 80.0 36' • 35' ••• 0*2 78.2 80.0 80.0 53-1/8' 52-1/8' 58.0 58.0 77.4 77.4 BUCK DIMS s2 gh • 42' 41' 0 70.0 80.0 80.0 61° 60' 68.0 68.0 77.4 77A ifi a tlI •• •• �• 83�• ° • • 4Y • 61.3 81.3 80.0 80.0 75-1/4" 74-1/4' 58.0 58.0 77.4 77.4 � •: 4151/ • ••gi' ••• Sd!3 54.3 72.5 715 93-3/4' 92-3/4" 58.0 58.0 76.5 76.5 FLANGE ADAPTOR FRAME 690674 52.4 699 69.8 19-1/8' 18-t/8' 80.0 80.0 50.0 80.0 g 24' ••••s ••• SO 80.0 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 FLANGE DIMS-moi •• •A • 29i 80.0P7_74.6 8D.0 50.0 37' 38' 80.0 80.0 80.0 80.0 • 3® 97• • 35° 96 •/�8 80.0 80.0 48" �• 47" 62' 61.3 81.3 80.0 80.0 •• •iii • •4141 06096%2 80.0 80.0 53-1/8' 52-1/8' 55.3 55.3 73.7 73.7 NOTE: m • 48' •••• • 0.6 W.o 80.0 61• so• 46.0 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE �°sag g 49 48" • • 5W 80.0 80.0 75-1/4' 74-1/4` 46.5 46.5 51.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• ••4F ••••23' • BAb 80.0 60.0 19-1/8' t6-1/e' 80.0 80.0 80.0 80.0 AND FLORIDA BUILDING COMMISSION 30' •• •4►•9' eoo eo.o eo.o zs-t/2" 25-t/2' Boo BD.o Bo.o eo.o DECLARATORY STATEMENT DCA05-DEC-219 ° 30' 10Y 35' 101' 74.8 5D.0 _ _50.0 37' 36" 78.9 78.9 80.0 80.0 Emn,JXIAD MAO 76' 75' -- CML PRODUCE REVISED 42' 41• 65.7 65.7 60.0 80.0 48° 47° 81.3 81.3 80.0 50.0 FIA.PE 111 70592 -Piyfns with Lha Florlda 46' 45^ 59.3 59.3 80.0 80.0 53-1/8' 52-1/8' 55.3 55.3 73.7 73.7 C Duilding Cada c . Aeeeptmce No41,041 24' 23" 80.0 80.0 80.0 80.0 61' 60' 48.0 48.0 64.0 64.0 Ex'urian Data a1� b ' 30' 29" 80.0 80.0 80.0 80.0 0 38' w 10T 73.8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & IA 4 ��5 Mlam ePmdoct trot drawing no. az' 41° 62.4 62.4 60.0 80.0 W10-02 44' 43• 59.1 59.1 80.0 80.0 sheet 2 of 6 3/16'ANN.GLASS 3/16'HEAT STREN'D GLASS �U 075'Interlayer 075'Interlayer o SaRex CP With PET Core SaRex CP With PET Core of BR'Eastman Chemical Co.' o'Eastman Chemical Co:O3 090'Interlayer 090'Interlayer Satlex Clear And Color Glass SaRex Clear And Color Glass d 0'Eastman Chemical Co.' R'Eastman Chemical Co.' 090'Interlayer 090"Interlayer C 8 DuPont SentryGlw DuPont SentryGlas R'EI. DuPont De Nemours &Co., Inc.' 0'E .1.DuPont De Nemoure&Co.,Inc.' n D L 090'Interlayer .090'Interloyer DuPont Butocite PVB DuPont Butocite PV13 S a>a By 'E.1. DuPont De Nemours&Co., Inc.' By'EI. DuPont De Nemours&Co., Inc.' fl n o 3/18"HEAT STRENb GLASS *WIDER 'HEAT STREN'D GLASS t0 M 4 zwa s ! SILICONE s SILICONE y 1 Ij i� GE 1200 'pGE 1200 f F M it i! DOW CORNING 899 \ DOW CORNING 899 DOW CORNING 995 nDOW CORNING 9950 AT 1 4 POINTS ON UTFS M5 / POINTS ON UTESWIDER THAN 38' AN 38' a, GLASS TYPE 'C' GLASS TYPE 'D 0 w 7/16'OVERALL LAM.GLASS 7/16'OVERALL LAM.GLASS 0 (L.M.I. & S.M.I.) �n 3/16"ANN. GLASS 3/16'HEAT STREN'D GLASS t/)5.:,yt 3 N n 1 075"Interlayer 075'Inlerloyer0 rt •• Saflex CP With PET Core SaRex CP With PET Core z O 3 • • •••• •• By'Eastman Chemical Co.' 0'Eastman Chemical Co.' Z Z 1i •• ••• • • 490'Interlayer 090'Interlayer $0- • 0 • aflex Clew And Color Close Sollex Clear And Color Glass •••••• • Eastman Chemical Co.' By'Eastman Chemical Co.' •• ••0 18'AIR tPACE • • 3/8'AIR SPACE OR • 0'Interlayer 0 • • • • Pont SeniryGIw DuPont"Sent�ry0las a SILICONE • •fl8' HEAT Wt GLASS •• •�'EI. DuPont De Nemours&Co., Inc.' By'E.I. DuPont De Nemours&Co., Inc.' O GE 1200 ?: • • • R OR m DOW CORNING 899 g • ••• • ••• 0 •.Q90"Interlayer 3/16'HEAT STREN'D GLASS 090"Interlayer All, 'i'i DOW CORNING 995 DuPont Butocite PVB DuPont Butocite PVB !i!i• •• 0 0• • 9 •By'E.I. DuPont De Nemours&Co., Ino.' By'E.1.DuPont Do Neours&Co.,Inc.' i'Ii0000•• • ni) 0 • • • 3/18"HEAT STREN'D GLASS 3/18'HEAT STREN-0 GLASS !!t!• •9 • • • • �I�I TtS F • SILICONE a 2$ 090000 • •• CE 1200 m GE 1200 • •0• i.I DOW CORNING 899 i'! SILICONE + „ DOW CORNING 995 i I ;I DOW CORNING 899 • a M7 It 0 it!j < Mt t i. I DOW CORNING 995 GE 1200 q r o DOW CORNING 899 C o 000000 00� 1 It II• n II it li DOW CORNING 995 g 9 • XL EDGE SPACER n ry ji ji ji i i t XL EDGE SPACER S R P s g 0001 I I ST.STEEL BY'CARDINAL' !I !j �t ST.STEEL BY'CARDINAL' �°c E4 jj i i _ OR E4 ii i !- _ OR OPTIONAL GLAZING DLrl'AIL DURASEAL BY'OUANIX' 1, 1. 1. DURASFAL BY'OUANIX' GLASS TYPES 'Cl' & 'Dl' OR OR 0 SUPER SPACER BY'QUANEX' 0 SUPER SPACER BY'QUANIX' t Fngn JAVAD ARM �y7 C,ML PRODUCE REVISED N M5 AT 1/4 PO NTS ALL SIZES t: M5 AT 1/4 PO NTS ALL SIZES FIA.PC '38 a dhicamg Cying with the Ylotida o r oC C.AN. 78 20 ':'4- GLASS TYPE 'Cl' W AcceptmtSd GLASS PE 'DST PE 'DS' Cx it tionD 1"OVERALL INSUL IAM.GLASS (I..M.I. ONLY) 1"OVERALL INSUL. LAM.CLASS Bydrowiny no. (S.M.I.) MAY 0 00 AAtaw °de W10-02 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING IXTERIOR PLY OF GLASS TYPE'Cl' &'D1' MUST BE TEMPERED. sheet 3 of$� TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS Pc a 3000 PSI MIN. l�L a TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY - 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. d INTO METAL STRUCTURE - 3/4" MIN. i INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS ° 0. g FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4'MAX. FLANGE SEE ELEV. SHIMS V h 2Er WOOD BUCK FOR SPACING MEAL V° k v. E3 WOOD STRIIC7U TYPICAL ANCHORS STRUCTUREEE O'&Q PQl FOR SPACING - M2 TYPICAL.ANCHORS [V21 dJ .1 ji vo .> SEE ELEV. ffAA © O I y O o FOR SPACING 1 El- Et � y � - r 52 MIN. o TYPICAL MPCHORS !i!i M2 ISEE ELEV. 113Y FOR SPACING WOOD BUCK ,I I E1 E3 V) N N 1/4'MAX. Dui ,7 SHIMS S EQUAL LEG EQUAL LEG EQUAL LEG E2 EQUAL LEG 29Y WOOD BUCK .v M2 METALOR B 1 i A l WOOD STRUCTURE C 1 STRUCTURE GI OD 3 M • I'I' TYPICAL ANCHORSZ Z I:I j—SPAC6INGv SEE ELEV.FOR SPACING pAEC••• ••• • S2 • • .v II I! M2 • ••IYPjCAL A14CHOR5 i! i! \ o •• ••• '. ? • oil•' I •? FSbEE ELLy." 1 I TYPICAL ANCHORS La • ". 1EY• • ••• R SPACING !I li SEE ELEV. £33 ••••:WOOD BUCK •••••• FOR SPACING z g •••••• • •• •••••• • • •• •••• m-6d< 6 • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WpW. m° d •••••• •••• • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o°c�o w g TYf'>,C,�1 XNCHORS: SEE ELEV. FOR SPACING #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. ,114" DIA. TAPCON 13Y 'TTW' (FU-120 KSI,Fy=92 KSI) INTO METAL STRUCTURES /4" DIA. ULTRACON BY 'ELCO (Fu-177 HSI, Fy-155 KSI) STEEL ' 12 GA. MIN. (Fy = 36 KSI MIN.) i a E"� ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.) µ�L� PRODUCTRBVISED INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINED) FLA PE Tosaz w� plying wiLA Lhe Flortdn o 1-1/2" MIN. PENETRATION INTO WOOD C.AN. 38 Building Coda Ameptanca No lr7•�1 THRU 1BY BUCKS INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Dz ImilmDate 2Q 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") By DIRECTLY INTO GONG. OR MASONRY (NO SHIM SPACE) MAYA2O Mimni adepw uct ntrol drowtng no. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY W10—d2 sheet 4 of 6 TYPICAL INSTALLATION DETAILS �U S THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL I WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR C $ a TYPICAL ANCHORS 1/4'MAX. V r4{u SEE ELEV. p �� �j 28Y WOOD BUCK FOR SPACING SMMS �r Q Q j!I! WOOD STRUCTURE TYPICAL ANCHORS STRUCTURE �GOR METAL O7r yyg� g3 E3 ;i Ii M2 A3 FOR SPACING a.v -r v M2 TYPICAL ANCHORS V W II �I SEE 0.E11. {L 2 u•1 S2 \ I \ FOR SPACMG 1 w m 2 flu- a r .. it ii 52 v > v YYPICAL•AP ]IiORS !�!� M2 ° z . I SEE ELEV. ° lay FOR SPACING WOOD BUCK g u� .v c E8 E2 q 0 Li �f p FL F-- 22 3/8"MIN.I I __ 1/4"MAX. BUCK HEIGHT 1/4•MAX.WOOD (n GAP GAP c,4 NOT ACTURE 1/2•MIN. 1/2'MIN. O NM n n•• _\��� E2 Cit z 0 3 §Z�� •• 6•• 0�••• FIN FRAME Mz BACKBED o� • • • •:•• ••• •••••• • l`��` I it I CAULKING • ••• •• TYPICAL ANCHORS: SEE FL V. FOR SPACING 498 SM (GRADE 2 CRS) •• ••• • • • 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHN UBE •THE MIN!NO"• 1-1/4" MIN. PENETRATION INTO WOOD THF*11SFsOF•DEEPER•OR •BUCK DEPTFSHALL BFa • • F El ••••: PERmnVD. •••••• EXTERIOR• 6BEVELED WOEDBUCKS ISO•• HOUSE 0.0609 •••••• 000000 • • BU BUCK WIDTH •••••• ••• • MLAMI-DARE COUNTY ML1MI-DARE COUNTY APPROVED O•o 10 • • MAPPROVED MULLION I UWON & MUUON ANCHORS &MULLION ANCHORS SEE SEPARATE NOA "$dg 1� �1 SEE SEPARATE NOA II IIS I I I L_______ __________�.I Engr: VAD MAD l' _ ?{ _ .......... _____ - CML PRODUCTREVMED t \ FLA PE 70392 av complying with lha Flmldo 0 :. .:_:.�..•.. I 1 :. .: :. 111138B(Idiog CoddeptuneeNolL--1TYPICAL ANCHORSI)otSEE ELEV. BydroWlnqFOR SPACING Mi .Dade Product n o1g1a x 1•sA1s. 015 W10-02 sheet $0f 6 1 2.505 ITEM PART/ QUANTITY DESCRIPTION MATERIAL )&ANF./SUPPLIER/REMARXS U 9 E1 CGI-118 4/WDW. FLANGE FRAME 6063-T6 =— !R o r 068 �Y Y E2 CCI-119 4/WOW. FLUSH FRAME/FIN FRAME 6063-T6 C F b12 E3 CGI-121 4/WOW. GLAZING BEAD(LAM. GLASS) 6063-T6 1. —1 E4 CGI-123 4/WDW, GLAZING BEAD(LAM. INSUL GLASS) 6063-T6 - �q .995 085 ES CCI-110 4/WDW. NAIL FIN ADAPTOR 6063-T6 E6 CGI-109 4/WOW. FRONT FLANGE ADAPTOR 6083-T6 - p Mt CG-382V AS READ. GLAZING BULB VINYL PVC DUROMETFR 75-80 SHORE A 1%D rJ -t.33b M2 CGI-124 AS READ. SCREW COVER-OPTIONAL PJC - u M3 CGI-112 AS READ. FLUSH FRAME COVER PVC a ry �a11 EI FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE(1 X 1/2 X 1/87 - 8083-75 2.509 M5 - 2/LITE SETTING BLOCKS _ EPDM DUROMETER 85+5 SHORE A VQ III .088 S2 010 X 1-1/4" 2/CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - .812 zz Vj 1.495 lu e�)j .985 ,065 • O 1.335 N OE2 FLUSH FRAME/FIN FRAME M .675 N o to � .995 0.P .975 I d Lij WELDED JOINT 1.184 AT ENDS N o P3 cn"M� E3 GLAZIIP•RFAD (LAM. GLASS) 0 3M • • FE _ • • •� t!d • •� o • 1• 7,000 ((�� •• ••• .995 Typ• • • U�� • • • • I _ .125 v� • .SOO •• ••• • 1.184 •• • rg 5d OeG�LAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL. GLASS} c • CIRCULAR WINDOWS • • • •• ••• 7 450 160 RECT. OR SQUARE WINDOWS g g •••••x,550 • • 1.680••••• • • • • •• s5o oso TYP. CORNER DETAILS •i••• � • • • • q 17�o u g o w c- O NAIL FIN ADAPTER E6 FLANGE ADAPTOR o Engr:JAV AHMAD PRODUCT REVISED 1.39b 1.119 CIVIL as complying with the Florida F CAN 35 512 Btildiag Cod. \ 291 Acceplaon N o'�• 08 c �` $02a $ oso oss 050 1.oa1�—T 2075 Miam a Praea.TCoa a drawlo W10-02 8 FLUSH FRAME COVER M2 SCREW COVER sheat 6 of 76 0 MIAM!•DADE MIAMI-DADE COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 120"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LD41TATIONS: 1.Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. 2.The Day Lite Opening's(D.L.O.)of maximum 495/8-inch(Width)by maximum 553/4-inch(Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature.�If g4y portion of the NOA is displayed,then it shall be done in its entirety. • • : • • . • . . .. • • . • INSPECTION: A copy of this entire NOA shall be.prourded:ta t ie%user jy 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 I and evidence ages E-1,E-2 and E-3, as well as approval documentimentioned above. • The submitted documentation was reviewed by Jorge M.flasenqia,P.-,V.• ,•• ; ... . ... . . . MIAMI DADS COUNTY NOA No.15-0929.13 Expiration Date: September 22,2020 • Approval Date: May 19,2016 • Pagel . . . . . . . . . . . .. .. . . . .. .. 000 0 . . ... . 0 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2,2.1, 3, 3.1,4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading 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 24113.2.1, TAS 202-94 'along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 along with marked-up drawings and installation diagram of a series fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated.03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series project out window, to qualify DuPont`Butacite"PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) .. ... . . . . . .. • •• • ... Jorge M.Plasencia,P.E. • • ' P$ottud Control Unit Supervisor •• ; •' ;. .'. : : NOA No. 15-0929.13 ••• ••' *Expiration Date: September 22,2020 Approval Date: May 19,2016 . .. .. . . . .. .. ... . . . ... . . CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window,to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by 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 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC V' Edition (2014), prepared by AI---Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc,for their ."ButaciteO 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 jsjijegd jo.EaStmgni.Chemical Company(MA) for their"Saflex CP-Saflex and S4flex fW U4*4sile Mass Interlayers with PET Core"dated 06/19/14,expiring on IN 111 J. ••; •.� ; ; • •• Jorge M.Plasencia,P.E. • • • ' pr�ult Control Unit Supervisor •• ;• .• ;. ' .'. : : NOA No. 15-0929.13 ••• "' 'Expiration Bate: September 22,2020 Approval Date: May 19,2016 E A. . ... . . . . . . . . . . ... . . . ... . . 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 Intbrlayers" 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 AI-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-OSIZ 05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-OSI 0.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 0 see • ••• • • •Jorge M.Plasencia,P.E. • • • I:rcgl*t rontroI Unit Supervisor • • • • . . . .. NOA No. 15-0929.13 . .. . .. . ••• • ••• •Expiration nate: September 22,2020 Approval Date: May 19,201.6 . . . . . . . . . . ... . . . ... . . TYPICAL ELEVATION 111' 110• V FLANGE WIDTH BUCK WIDTH � 5 1/2" ddd MAX. MAX. 5 m HFAO/SILL 5� m Z y HEAD/SILL 5 5 M7G.STILE �1 MTG.STILE 4tI� U 11 II �Gspl i4YY E 11 F jj F E1 II F jj F g 11 g g / 7 11 6 X. 6 / 8 „0 r N� Mo �'� ,0°n� vii d � n � •� vmi� `v3 0 � {i \I—'' �� �6 ____ __= m = --- _ R_____ 1 _ _ R_____ • �� �� �� �� Q�Obi E B 0 8 •-�� 5 5 II 71 ii N m -- O � i 1 i FALSE MUNTINS ADDL.ANCHOR REOD. FALSE MUNTIFIS - ADDL ANCHOR READ. ULN n (SURFACE APPUEO) 32 7f8" 32 7/6• AT CENTER OF ALL PANELS (SURFACE APPLIED) 32 7/B' 32 7/g• AT CENTER OF ALL PANELS OPTIONAL D.L OPG. D.L OPG. FIXED OR OPERABLE OPTIONAL D.L.OPG. D.L OPG. FOfEO OR OPERABLE p ABOVE 30•PANEL WIDTHS ABOVE 30•PANEL MOTHS C3 W ,t 38 3/6' AT HEAD/SILL 36 3/6' AT HFAO/SRL � Ld. VENT WIDTH VENT WIDTH C to FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME ° C.'4& 1 N„ G M •• ro$ 11D• • � i •�•• • •• BucK MOTH �z •••••• g 2• ••• 135/18' • • MAX. N U •••• •�' slu • y g TYPP. HW/SILL N g SERIES SENTINEL 120 .• • • s i I ry°TG E _ g ALUMINUM $ORIZONTAL SLIDING WINDOW PRODUCT REVISED DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER as co Brying with the Florida •••• • CHARTS SHOWN ON SHEETS 2 & 3. Bu11dIn Codde ' • ••••• • •• ••• •• it NCA-Na. 15-0929.13 • • ••• O APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expiration Date 09/22/2020 c R ••••• ••• • • II• F j F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-ME COUNTY o R H • • • ••• my 6 N 6 / APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS c 8 •••••• _===,-Tf�=-=- �i IN BETWEEN. Mlam a Product Control a • • N c • y,t LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL x •••••• n • •••• • WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS • Y • • iINSULATING LAM. GLASS ;. H.m • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c o ^. m • _•__J•_`_ __ II LARGE MISSILE IMPACT P o$ ==_yr___ REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE �, •'••••• •• • '�'-�-D'�'- -� II INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ). SMALL MISSILE IMPACT > S g 000 •• ii �� WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER a.,o 82 a y LOADS TO THE STRUCTURE. t%%1 III if 6 " ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS,ANCHORS `�� ,�I�•A�;Zgo�4 a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. `� %•�jGELt9Lc`••.'L•d ��� ; i F ANCHGPJNG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 2 NOT PART OF THIS APPROVAL. 0 7 B �• FALSE MUNTINS _ - `{1•; •�'{_ 'g (SURFACE APPLIED) 32 7/6 32 7/6° A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. N OPTIONAL D.L.OPG. D.L.OPG. ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE. l :• � 36 3/8• MATERIALS INCLUDING BUT NOT UNITED TO STEEL METAL SCREWS,THAT 4AY 1 1 2D1 Brn ' drawing no. / ( �" ' FtOR10P,:'e�. W10-18 VENT WIDTH FIN FRAME REQUIREMENTS OF THME INTO CONTACT E 014THER FLORIDA DISSIMILAR BU DING CODE MATERIALS ADOPTED STANDARDS.SHALL MEET THE '�A�t/Sjs��^I�I„ ��+tinllNt sheat � TYPICAL ELEVATION 111' �U FIANCE WIDTH 110' FLANGE WIDTH 5' 5 1/2- of HEAD/SILL 5 T6dP/Jf. ro HEAD SILL 5 m p Z A J A C MTG.STiz 81 MTG.STILE P /�,.^ ..�\ •,�\ ��Rtt Ej a li II II II II FFC�gt..i E II F it II F Et ii F It II F U��� to D e n ..3- , __JL___ N o = n R U u u n e D ii ii cl s� Bt ii ii �1_2 0 5 5 II II `�<y -5 I1 11 N T FALSE MUNBNS l ADDL ANCHOR REOD. (SURFACE AF7Um) 24 1/2' 49 5/8' AT CLNiER OF ALL PANELS (SURFACE APPUEDI 24 1 2'\` 49 5 B" ~ADDL MJCHOR REOD. ` oilL / / AT CFMER OF ALL PANELS OPTIONAL D.L OPG. D.L.OPG. FMD OR OPERABLE OAi10NA D.L OPG. D.L.OPG. FDfEO OR OPERABLE OO ABOVE 30"PANEL WIDTHS ABOVE 30"PANEL WIDTHS p 28' AT HEAD/SILL 29 AT HEAD/SAL ��II VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAM E ° n s •• _ • • O$M 110" •••• • • ••• • .06. BUCK,WIDTH t_Z • • 13 O 5/16" ••••5 2" • • MAX. U f •:•• • • H£AD/SILL. • 5 HEAD/SILL • • • • II�MTG-51i—LE- � 4n- C� • 5 A 1' __ U ••• • 11 ISO ••• • • ••�}• it ii •••4,• • II II II 2 ••• F F �c •••• • B �II SB II _/ 11 B / gg •:•• • \ o • •••+ • II II m �4 • 11 II /I • y • � N� N q • • II Il - ••••Re la •• • �_JL_� -__- II II 02 •• • �� ii ii- g . \ \ PRODUCTREVISEDd FALSE MUNRNS / - / Building Condewlth the Fiortde (SURFACE APPUm) 24 1/Z' 49 5/5" NOA-No. 1"929.13 OPTIONAL D.L.OPO. D.L.OPO. - '• Expiration D t 08/22/2020 28' io 1E OF j��`� dl'ONltlg no. i ORIOI•.�• e VENT MOTHDTH By FIN FRAME Mlalnt a Product Control MAY t 1201 .,//��•.....- q�T�P16�11P ahaetl.tel7t DESIGN TOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF lav (XO OR OX SIZES) (XO OR OX SIZES) a� STD.MTG.RAIL H.D.MTC.RAIL STD.MTG.RAIL H.D.MTC.RAIL H.D.MTC.RAIL MAN 7YP16 Dim TrPES GIA53 71PES Sim TYPES mm TYPES FIANCE DIMS. BUCK DIMS. 'd'a$l'.'8'8'31' 'B'k'BL' FIANCE DIMS. BUCK DIMS. TWAl'.'B'&'Bt' 'B'8'81' 'C'k'Cl' q WIDTH HEIGHT WIDTH HBGHr EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HBGHT WIDTH HEIGHT EXT.(+) INT.(-) OCT.(+) INT.(-) EXT.(+) INT.(--) a 26-1/2" 25-1/r 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 6&0 65.0 Q�,dp V 8 37' 26' 38' 25" 65.0 65.0 80.0 90.0 8-15/16 26' 7-15/16 25' 65.0 65.0 80.0 90.0 65.0 65.0 ' IS 53-1/8' 52-1/8" 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 74' 73' 65.0 65.0 80.0 90.0 55--3/4' 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 26-1/2' 25-1/2' 65.0 65.0 80.0 9_0._0 8-15/16 38-3/8' -15/18 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 V pLeh�+7�l 37' 36' 65.0 85.0 80.0 90.0 83-1/2' 82-1/2' 65.0 65.0 80.0 90.0 65.0 65.0 �` E�14 �J'-- 38-3/8' 37-3/8' O O 7 �3 53-1/8" 52-1/6' 85.0 65.0 80.0 90.0 55-3/4` 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 74' 73' 65.0 65.0 80.0 90.0 8-15/16 50-5/8' 7-15/18 49-5/8' - - - - 65.0 65.0 0 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' - - - - 65.0 65.0 pLiS tJZ�^) Tggp 37' 36' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 40.0 85.0 65.0 50-5/8' 49-5/8' 53-1/8' 52-1/8" 65.0 65.0 80.0 90.0 8-15/16 63' 7-15/16' 62'' - - - - 65.0 65.0 Q 74' 73' 85.0 85.0 80.0 90.0 83-1/2' 82-1/2' - - - - 65.0 68.0 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 37' 63, 38' 82, 65.0 65.0 80.0 90.0 53-1/8' 52-1/8" 65.0 65.0 80.0 90.0 U .� 74' 73' 60.2 60.2 80.0 90.0 C m (1/Sw) (2/3W) '^ i i O w v dN O D, .(1/2W) (1/2W) OPERATING VENTS TO 8E 1/3 OF THE WINDOW WIDTH %"Mm •• 'XO OR OX' Id 0 a M • • OPERATING AWS TO BE♦/J 810VE WINDOW MOTH o • • •••••• XO 0� OX' o�� ••• •• • • • • • X-TYP. BUCK 3 J9'TP. BUCK DIMS BUCK DNS ••• •• • *sees o�p • • • •••: FLANGE fWM EQUAL LEG FRAME FLANGE ADAPTOR FRAME ••• •• • • • FlAt♦6ONA•• FIANCE DIMS ••• •• • •• •••••• • FLANGE & FLANGE ADAPTOR FRAME • EQUAL LEG FRAME s see •• moss . . _ $ • • ��u ouWo ,1111 111 ll7T N PRODUCT REVISED o 7 2 �� = as oomg I I�1g ode with the Florida NOTE: Buildin _ ;�T GLASS CAPACITIES ON THIS'SHEET ARE NOA-No. 15-0929.13 E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Pato 00/2212020 TE OF ;1(y� drawing no. AND FLORIDA BUILDING COMMISSION Oa1OP.. STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 Miami- aProduot ntrol 14AY 1 1 2016'%�S`�®...... w10-1S 7 i1t11i111�1` sheat 2 Of'1T DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF _ u (XOX SIZES) (XOX SIZES) STD.MTG.BAIL H.D.MTG.RAIL ETD.MTG.RAD. H.D.MTG.BAIT. H.D.MTG.RAIL �Y t GIM TYPES MASS TYPES GIASS TYPES G=TYPES GLASS TYPES Z q FLANGE DIMS. - BUCK DIMS. 'A'&'ll','B'&'Bl' 'B'&'B1' FLANGE DIMS BUCK DIMS. 'A91A1','B'&'81' 'B'&'B1' If&'CS' YAM HEIGHT WIDTH HEIGHT EM.(+) INT.(-) EXT.(+) INT(-) YBDTH HEIGHT WIDTH HEIGHT EXi(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) P t g 74" 73" 65.0 65.0 90.0 90.0 74" 73' 65.0 65.0 80.0 90.0 85.0 65A O C o 106-1/4' 26• 105-I/4' 25' 65.0 65.0 80.0 90.0 106-1/4" 26' 10.5-1/4' 25' 65.0 65.0 80.0 90.0 65.0 65.0 `� U 111° 110' 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90A 65.0 65.0 a 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 108-1/4' 38-3/8" 105-1/4' 37-3/8' 65,0 65.0 1 80.0 90.0 108-1/4' 38-3/8" 105-1/4' 37-3/8" 65.0 65.0 80.0 90.0 1 65.0 65.0 O yt dell 111" 110' 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 65.0 55.0 cr 12K M 74' 73" 65.0 65.0 80.0 90.0 74' 73' 65.0 85.0 80.0 90.0 65.0 65.0 p _ 106-1/4" 50-5/8' 105-1/4' 49-5/8' 65.0 65.0 80.0 90.0 105-1/4' 50-5/8' 105-1/4' 49-5/8' - - - - 65.0 $5.0 111' 1 110' 65.0 65.0 80.0 90.0 111' 110' - - - - 65.0 65.0 - H+ 74' 73" 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4' 83' ID5-1/4" 62" 51.5 61.6 80.0 90.0 106-1/4' 63' 105-1/4' 52' - - - - 65.0 65.0 Q ID C 111" 110' 60.0 60.0 80,0 90.0 111' 110' - - - - 65.0 65.0 ID F O e'� m U C (1/3W) (1/3W) (1/31» (1/4W) (1/2W) (1/4W) Q �J G� Lm C4 4 •• � 3NM � • • ftrr VENTS♦TO Bj 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 0 3 rt •• ••• • • • 3z� • • • • 0000•• ,X�, 'XOX' off" • 0000•• � • •• et EYP• •• BUCK DRAS 0 0 YF TYP. BUCK DIMS BUCK OfMS 01000 • • • 00.000 • ••• • 0000 i• ••i • • FLANGE•F � EQUAL LEG FRAME FLANGE ADAPTOR FRAME a • • • 0000•• - FLANGE DIMS _I FLANGE DIMS m •• ••• • •• 0000•• as so • FLANGE & FLANGE ADAPTOR FRAME 000000 •00• • • OW • EQUAL LEG FRAME s¢ g o `11111 11 1/YY' O �` S�'VOENBF ��� � •e . = Y PRODUCT REVISED No 0692 $ as eomplYing with the Florida NOTE: 9uildlnH Cotld0 E4 E4 GLASS CAPACITIES ON THIS SHEET ARE NOA-No. 16-0929.13 _ - BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expired..Dote 09/22/2020 TB OF �� drawing na. AND FLORIDA BUILDING COMMISSIONi FtORIDP•: STD, MTG. RAIL., H.D. MTG, RAIL: DECLARATORY STATEMENT DCA05-DEC-219 BY 14AY 9 1 201 ��1, Mlaml-0 a rodu¢t ontrol 77 IIIIIII DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF I► V (x0 OR Ox SIZES) (XO OR OX SIZES) i Inn o STD.MTG.RAIL H.D.MTD.BAH. SID.MTG.RAD. H.D.MTG.RAIL H.D.MIG.BAIL 1� GUS$TYPES MAN TYPES MASS TYPES GLASS TYPES GLASS TYPES Z BUCK DIMS. Tee.'8'k'81' 'B'k'B1' BUCK DIMS. TeA1',`B'k'Bl' 'B'k WIDTH HEIGHT EXT.(+) INT.(-) EEL(+) INT.(-) WID•M HEIGHT EXT.(+) IM.(-) EXT.(+) INT.(-) E:0'.(+) INT.(-) I" 3 25-1/2' 65.0 65.0 80.0 80.0 54-3/4' 66.0 65.0 80.0 80.0 65.0 65.0 O 36' 25' 85A 85.0 80.0 80.0 7-15/16 25' 65.0 65.0 80.0 80.0 65.0 65.0 52-1/8' 65.0 65.0 80.0 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 05.0 73' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 a 25-1/2' 65.0 65.0 80.0 80.0 7-15/16 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 p 36' _65.0_ 65.0 80.0 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 all,A,1 37-J/8' - n 52-1/8' 65.0 65.0 80.0 80.0 54-3/4' 65.0 55.0 80.0 80.0 6$.0 55.0 y� O 73' 65.Q 85.0 80.0 80.0 7-15/18 49-5/8' - - - - 65.0 65.0 V 25-1/2' 65.0 65.0 80.0 80.0 82-1/2' - - - - 68.0 85.0 38' 65.0 66.0 80.0 80.0 54-3/4' 65.0 55.0 80.0 80.0 65.0 85.0 V"Z 49-5/8' 52-1/8' 55.0 05.0 80.0 80.0 7-15/16 82' - - - 85.0 65.0 73' 65.0 65.0 80.0 80.0 82-1/2' - - - - 85.0 65.0 25-1/2' S6.0 65.0 80.0 80.0 36' 65.0 65.0 80.0 80.0 n .82' 52-1/8' 85.0 65.0 80.0 80.0 U m 73' 60.2 60,2 80.0 BOA (1/3W) (2/36) c '� �J 0 W (I/2W) (1/2W 0 L OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH m p�^m •• 'X0 OR OXO ;N M • • O M U n !. $ N :. ••: OPERATING M?TO BE 1�2 iplP 11-IE WINDOW WIDTH 'x 1,. • • •••••• 'XO OR•OX' • $- •••••• • • • • Uo � • • 000000 O • 000000 •• •• •• • • • • ..•.• • ... 000000 BUCIt DIMS • $ 0000• • 0000 a •0000• c,Q�4 •0•0•• 0 • • • •0.0 0• FIN ERAME pg 6 •••0•• • •• 000000 •3z� C • • •• • •• • • • • (A a dl N 9 ••• •• ••0• • • �� .' • FIN FRAME a ES Eli 1 PRODUCTREVISEDo o do co gAyondowiththeFlorida NOTE: NOA-No.C 15-0929.13 GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 0 2020 STATE OF ? � drawing no: AND FLORIDA BUILDING COMMISSION 14AY 1 120 �� FtoRlo*••' yy�p_�8 STD. MTG. RAIL: H.D. MIG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 mialnt-D a Product Contro ����/�i`rr��.....NAL� ��`♦ sheet of //Iillli 1 1 • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF � V (XOX SIZES) (XOX SIZES) SID.MTG.AAD. H.D.MTG.RAIL STD.MTG.RAII. H.D.MTG.RAID H.D.MTG.RAII. 0 GIASS TYPES GLASS TYPES aims TYPES GLASS TYPES GLASS TYPES z BUCK DIMS. TWAV.'B'&Til' '8'&%I, BUCK DIMS. '9&11','B'&'H1' '8'&'BI' 'C'&'Ci' WIDTH HSGHi EXT.(+) WT.(-) EXT.(+) Off.(-) WIDTH HmHT EXT.(+) MT.(-) m.(+) IAT.(-) F7R.(+) INT.(-) 73' 65.0 1 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 85.0 65.0 g O q 105-1/4" 25' 65.0 85.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 60.0 65.0 65.0 0 110" 85.0 85.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 116 D LL 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 60.0 80.0 65.0 65.0 N tq 105-1/4" 37-3/B" 65.0 65.0 80.0 80.0 105-1/4" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 p u(1*P11� 110" 65.0 65.0 80.0 80.0 110' 85.0 65.0 80.0 80.0 65.0 65.0 0' W a 73' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 d{N 105-1/4' 49-5/8' 65.0 65.0 80.0 BOA 105-1/4' 48-5/8" - - - - G5.0 65.0 Z g N 110' 65.0 65.0 80.0 mo 110' - - - - 65.0 65.0 IL 21�rt G 73' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 0 iO5-1/4' 62" 61.6 81.6 &1.0 80.0 105-1/4' 65.0 65.0 110' 60.0 60.0 80.0 80.0 110" - - - 65.0 65.0 O N U C (1/3W) (1/A (1/3W) (1/4W) (1/2W) (1/0) $ C OPERATIN'%N S TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH m N ;O M • • • •0• • •• 'D 3 N ••• •• XOXi • • XOX' �z�'o • • • • • �S o 0000•• o-'"' • • 0000•• O • ••• •• •• •• •• • • • • BUCK DIMS •• •• • ••• 0000•• -11 • •• •• • 0000 ••• •• • • • 0000•• FIN FRAME ••• •• • •• 0000•• m � ••• •• 0000 • • oa *Oslo• FIN FRAME ° e ;p�'r� o PRODUCT REVISED oa s a70582 mplyyingg with the Florida as coBuilding Coele *' $ v t NOTE: NOA-No. 15-0929.13 GLASS CAPACITIES'ON THIS SHEET ARE - a E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 09/2212020 OF .? � droving no. AND FLORIDA BUILDING COMMISSION y '� a" STD. MM, RAIL: 1L.D. MIG, RAIL: DECLARATORY STATEMENT DCA05-DEC-219 rmlom-D�de roe uat Oontrol RAY t. 1 20 ���s/...... � W10-1 8 11,11,lilt 6heat3.l of 11 1/8'ANN. GLASS 1/8"HEAT STREWD GLASS U a 075"Interlaoyyer 075"Interloyer Soflex CP Yhih PET Core SoOex CP With PET Core of By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR 090"Interlayer 090"Interlayer 1/8'HEAT STREN'0 GLASS e ' Saflex Clear And Color Class SafLex Clear And Color Glass dz By'Eastman Chemical Co: By'Eastman Chemical CO.' OR OR .075'Intedayer d 090'Interloyer 090'Interloyer 5aDex CP With PET Gare SentryGlas Sentry0las By'Eastman Chemical Co.' rG+L By'Kuraray America,Inc.' By'Kuroray America, Ina' OR y{a1 OR OR .090"Intedayer 090"Intedayer 090"Interlayer SentryGWa ,sy� Kuraroy Butocite PVB Kuraroy Butocite PVB h By'Kummy America,Inc.' By'Kuraray America.Inc.' 8Y'Kummy America,Inc.' 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS 1/8'HEAT STREN'D GLASS ❑Q 0 dI�R SILICONE SILICONE SILICONE at z m GE 1200 z GE 1200 z GE 1200 DOW CORNING 898 DOW CORNING 898 DOW CORNING 899 DOW CORNING 995 \ ' M1 DOW CORNING 995 \ M1 DOW CORNING 985 a Z i rFnIrl r L o o 3 EB EB y� EB — W ' M7 AT 1/4 POINTS ON LITES M7 AT 1/4 POINTS ON UTES M7 AT 1/4 POINTS ON LRES 5� �1 fWIDER THAN 35' GGGIII WIDER THAN 36" WIDER THAN 36" 0 GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE ''C_' w 5/16"NOMINAL LAM.GLASS 5/16'NOMINAL LAM.GLASS 5/16'NOMINAL LAM.GLASS c N " O�N a in n. • 1/8'ANN.GLASS 1/8'HEAT STREMD GLASS Ri ;O N M rn • • • .00 075'laterloyee• 075"Inte%ter w •• ••• Saflex GP th PEi Care Saflsx CP With PET Care _Z • • • By'Eastn•m Cherallml Co.' By'Eastman Chemical Co. p o ••• •• OR OR •• ••• • • .090"I•terlayer • 090"Intedayer 1/8'HEAT STREN`D GLASS • Soflex•ie. And QDIar Glass reflex Clear And Color Glass Y3 U•-R • • By'Ealra*I••Mncal Co: By'Eastman Chemical Co.' 07S'Inter, nted az OR OR ay •• •• 090"Int&l er•• Saflex CP With PET Care tsf4'AIR Sir •i' 1/4"AIR SPACE 090"Ito. *er 1/4"AIR SPACE Senlry0ba • SenlryGlos � By'Eastman Chemical Co.' 00000 • • • By KuRiRygnfk+'•a,Inc.• 8y'Kuraroy America,Inc.' OR •••i/i 0: .090"GLASS • OR OR 090'Interlayer 090"IntR*wo 1/8"HEAT STREN'D GLASS 090"Intedayer 1/8"HEAT STREN'D GLASS Sen los •• • Kumrop Butocite M RUMMY Butocite PJB By'Kurcray America, Inc.' ••• •• • By'KurolllipAnlrica,Inc.' By'Kuraroy America,Inc.' 20 z g • • • IrEF* 111011 SS 1/8"HEAT STREN'D GLASS 1/8'HEAT STREN'D GLASS PRODUCT REVISED a • as com 1 In with the Florida ••• •• �'••• • •• RatingSILICONE SILICONE SILICONE NDA-No.co�®15-0828.13 • z m • • • GEe9VO z m GE 1200 z m GE 1200 • 's u, �W C NTNG 898 DOW CORNING 898 m DOW CORNING 899 Papiratlon Date 08/2212020 ••• •• •DOW Cf 995 M1 DOW CORNING 895 Mi DOW CORNING 995 o m \rs• �u �u 1 BY • • 2@41- de ProductControl 8 8 9 9 9 i XL EDGE SPACER XL EDGE SPACER - XL EDGE SPACER ST.STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' f ST.STEEL BY'CARDINAL' L a o w n a OR '—-- OR OR \%k 111111" --� a DURASEAL DY'OUANEJP 0 DURASEAL BY'GUANEX' Al OURASEAL BY'OUANEX' 0 OR O ON 0 OR �• E9 SUPER SPACER BY'OUANEW ES SUPER SPACER BY'OUANEX' E9 SUPER SPACER BY'OUANEIP �� ';'' S&''••, a w M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES w M7 AT 1/4 POINTS ALL SIZES §x GLASS GLASSTYP.E 'Al, GIASS TYPE.131' GIASS TYPE 'Cl' '0 0.70'OVERALL INSUL.LAM.CLASS 0.70'OVERALL INSUL.LAN.GLASS 0.70'OVERALL INSUL LAM.GLASS O (S.M.I.) 8T OR drawing no. (4AY 1 1 20 , war,:`0, W10-18 IN ORDER E IMPACT RATING EXTEROR PL OFF GLASALIFY S TYPE E''LAt, BL Ml 1&''Cl' MUST BE TEMPERED. ' fill I `` sheat 4 Of lflltllt TYPICAL ANCHORS STRUCTURE FLANGE & FLANGE ADAPTOR FRAME SEE ELEV. I BY FOR SPACING o WOOD BUCK I TYPICAL ANCHORS c� ' •--. SEE ELEV. j a<. FOR EDGE DIST." SPACING f--------------------__l Z m 3 e G,°•.a ° - 4. 5 f o 1 I MIAMI-UADE COUNTY APPROVED I I 0 h o I I MULLIGN ULLION ANCHORS EDGE DISE. $ o I 1 SEE SEPA$RATME NOA ¢ \ t I EDGE DIST. . . - I I 4YA 0 1 E7 gL0 s TYPICAL CHORS °x 1 ++ CTYPSEE1 Q ANCHORS .FSEEOR SPACING [y� T I FOR SPACING L p z 3/e'MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. y MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 9 ` AND TRANSFER THEM TO THE BUILDING STRUCTURE. N nTYPICAL ANCHORS: SEE ELM FOR SPACING 2-3/8'MIN. 1/4' DIA. ULTRACON BY 'ELCO' (F-177 KSI,Fy=155 KSI) c "I v INTO 2BY WOOD BUCKS OR WOOD STRUCTURES QO w n' ` 1-1/2" MIN. PENETRATION INTO WOOD Of I THRU iBY BUCKS INTO CONC. OR MASONRY r_c o ai 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �01 m • p o WHEN USED THE MIN.W000 BUCK O1 N '� •• • • _ 1 DEPTH SHALL BE 236'.THE USE of DIRECTLY INTO CONIC. OR MASONRY p • • Lk • • 1 •• �1 0 1 x DEEPER OR BEVELED WOOOBUCKS IS •p 3 • ••• F ••- m a I m PERMITTED, 1-1/4" MIN. EMBED INTO CONC. OR MASONRY C Z�i • • • 414 SMS OR SELF DRILLING SCREWS (Fu-74 KSI,Fy-58 KSQ }'p •: •• i • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") U 21 • 00*0110 INTO METAL STRUCTURES ease* • •• • STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) • • • ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) •••• • • •••• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •••• • • TYPICAL EDGE DISTANCE PRODUCT REVISED �R ••••s 1 as"'"piling wteh the Florida INTO CONCRETE AND MASONRY = 2-1/2' MIN. a E7 Buliding o • • • NOA-No. 15-9929.13INTO WOOD STRUCTURE = 1" MIN. p INTO METAL STRUCTURE 3 4" MIN. 9$ •••••• •• !9, • Expiration Date 09!22!2020• wz • By WOOD AT HEAD,SILL OR JAMBS SO -0.55 MIN.. la • I 1g Mieml-D d oductControl CONCRETE AT HEAD,SILL OR JAMBS fe - 3000 PSI MIN,W1 • •• • • C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN O i w3 O WEEPHOLES: C a c w 4 u B Wt = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH ltiililtl/7j 1 END WITH PLASTIC COVER - W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8' FROM EACH END �` ' OsF '•. �� r ;y a: W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END °•. EDGE t5T^ TYPICAL ANCHORS -a' j s 5 I TYPICAL ANCHORS OF �' : drawing no. v' 1By SEE ELEV. •• 9.. SEE REV. i OFHDP,•'• • 1e+ •1 HOOD BUCK FOR SPACING FOR SPACING 9111 I �•O�'/ rY 1 O—1 7/l�AL, 1T sheet 5 bf 11 FLANGE & FLANGE ADAPTOR FRAME 1/4•MAX. BUCK WIDTH 1/4-MAX. o SHINS SHIMSVENT WIDTH VENT WIDTH TYPICAL ANCHORS FLANGE ADAPTOR FRAMESEE ELEV 0 b FOR SPACING O ( F 1 O R a av ' lV 112r,TYP aD� V4• o o ._. .,z 2 WOOD B K ' ° R �z a A.—SCREEN oPnoNa _.. - _.. wooD srRUCTUR z WOOD BUCKS `d XOX LAYOUT EXTERIOR TYPICAL ANCHORS OPG. SEE ELEV. O FOR SPACING MIAMI-DARE COUNTY N APPROVED MULLION ANCHORS O C S MULLIONSEPARATE ANCHORS SEE SEPARATE NOA BUCK MOTH BUCK WIDTH \ YT N O ALTERNATE E3 D O C1 TSWEEP LOCK C3 LLI 1 OPOONAL TO y� n. FF-—T7 E21 SPRING LOCK C y li jl O N o n •• -Tt- 1 I ____ = SB 3 N M m " • • �� 1 I -- -_ �r O M n •••••• • • n I C2! • • • io ••• •• • _ i I ._.._.._.._.._.._.._.._.._.._.._.. - t� • 1 I � tJ��� • • •• i i L --� E2 t • • • • • TYPICAL ANCHORS •• •• • ••• 000000 SEE ELEV.FOR SPACING O \ r • Ei • • BUCK WIDTH ,/a•MAX. • • Isom • •••• ••• •• t VENT WIDTH swus o ig IV C ••• *f�OAt ANCHORS •• • • 1 O © u u • SEE HORB 1 TYPICAL ANCHORS o $$$$ • FOR SPACING •• • SEE ELEV. FOR SPACING • TO • • v,° INTALLATiON DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND • •• ••• • FLANGE ADAPTOR FRAMES. o g $ , �� METAL fl \\TTlllfift f' STRUCTURE II \\\ o SCREENS OPTIONAL GBN.4F•••., � t -- PRODUCT REVISED u as oomp!y1n8 with the Florida N.7 2 E8 - H 1BY Building Code _ EXTERIOR t c WOOD BUCKS NDA-No. 15-0929.13 ® �� Expiration Dae 09/22/2020 DF r�� Browing no. XO LAYOUT ...OItI9P•:' 015 .` miemt Product Control TYPICAL ANCHORS STRUCTURE EQUAL LEG FRAME Y•„V SEE ELEV. 111Y FOR SPACING 'HOOD SUCK _ I TYPICAL ANCHORS SEE EI-EV. m ---------------- FOR __--y----___-___T'1 ^ o d' '"4 d° °' '°• c EOCE DIST." FOR SPACING piae I I MIAMI-DAOE COUNTY APPROVED I j Z y�. •<•. a°' e, °.. J O G _g I MULLION&MULLION ANCHORS I x n OE IT SEE SEPARATE NOA II a• DISI. a I I EDGE I F I a Al 2 1 FC Sry W TYPICAL ANCHORS TYPICAL.ANCHORS p a 0 O -SEE ELEV.SPACING SEE SPACING Q$L I , FOR SPAGNG FOR SPACWG fiRiul_ G EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY S INTO WOOD, CONCRETE OR METAL STRUCTURES TY r LANCHoRS WITHOUT THE NEED OF A WOOD BUCK. ELEV FOR SPACING -i- 2 3/8,MIN. 3 N 1 /4.MAX. BUCK WOTH ----"� U SHIMS , C O aO F p W � 1 1/4iO •• O O � NNMm \a " v O :*400i• ••t • ••!• • _.._._.._.._.._.._.._.._.._.._.. WHEN USED THE MIN.WOOD BUCK C Z : • H• • m DEPTH SHALL BE 235•THE USE OF dl DEEPER OR BEVELED WOOD�ICKS LS MIAMI—RADE COUNTY p •• • APPROVED MULLION •: ••• • • ; 3 PCO• &MUWON ANCHORS U SEE SEPARATE NOA U • • 9 • BUCK MOTH SUCK MOTH Q • • ••• • ••• • • TYPICAL ANCHORS I • • SEE ELW.FOR SPACING Y • • • • • r I •• •i• O •••••• • •• • • jl 0 4y$$ ••• •• •1•� M3 - I I Gig da��ym7 O ; W3 `�UCW W fp B� F3 „+++ It 1,, .Jap A `J �@ ENs PRODUCT REVISED ea° an oom 1.1n with the Florida O 0692 NOA-No ay o Code _ .• 8 r,.". .r. .. •. �� •e: \! a ,a. ° •_ NOA- o. 1$-0929.75 Epi pLg• . d z; Expiration Date 09/22/2020 8 TYPICAL ANCHORS TE OF •• draWin v no. TYPICAL ANCHORS SEE ELEV. 9 v. 1BY SEE ELEV. a FOR SPACING By A....... WOOD BUCK .FOR SPACING _ _ Miami- a Produot Control 14AY ' 1Z' i,tSs•• • �� wi 6-18 � �i,�i®MISI„�,���� Meet 7 of� TYPICAL ANCHORS ILLUSTRATNE OILS.ONLY - EKT.OR INT.FINISHES FOR SING FIN FRAME �y. NOT BY CGI z � Z' 3 1 i 7/2• N H Hg I NHOUSE OT BY CGI .TYPICAL ANCHORS: SEE ELEV,FOR SPACING a (FU=74 KSI MIN.) lV {12 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Ct E3 cBACKEEINOG 1-1/2" MIN. PENETRATION INTO WOOD Bugg V d gullll I, o c I — m N i LOr Vt Q W NOT v a i WOCGI OD 1/4'MAK. BUCK WIDTH 1/4" Ix o OM J Q'i 1/2'MIN. O 1/ •O I I = 2'MIN. rn r �M •�••• ' E2 t `sog� • BACKBEO •••••• • • CAULKING ------------ ••• •• • • 0 IU • • • 1 r. �_.._. -SCREENS OFF. .._.._.._.. .:_.. ., _. I1 1 2 2 • • • W2 I M9 • • •• HOUSE WRAP • I• • t NOT BY CGI ••• •• •* •Et EXTERIOR o o9^"a JJ 000 g O i W3 82 E2 BACKBEO �-- CAULKING \ rvTl]pvg_�I o HOUSE WRAP PRODUCT REVISED NOT BY CGI u oomplyln®with the Florida 2 g. t 1/2' 2' BuOding Code NOA No. 10-0929.13 - Expiration Data 0912212020 d'• OF Browing no. TYPICAL ANCHORS (OAIDA.•'' \ �� 3EE ELEV. By I�AY 1 1 20 ,�s•:F, Cam• W 1 Q-18 FOR SPACING mforepoatis Product Gontrol ITEM PART® QUATtM DESCRIPTION MATERIAL MANY./SUPPLIER/REMARKS Ell CGI-ICO - FRAME JAMB 0 FIXED GLASS 6083-T6 CGI EXTRUDER 1 E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 CCI-102 - FRAME HEAD 6063-TB CGI EXTRUDER Z E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER g E5 CGI-104 - LOCK RAIL 6063-TB CGI EXTRUDER f 0' E6 CGI 105 - WiNOLE RAIL 6063-T6 CGI EXTRUDER QQ0. g E7 CGI-106 - SASH RAIL 6063-TB CCI EXTRUDER E8 CCI-107 - 5/16'GLAZING DEAD 6063-T5 CO]EXTRUDER E9 CGI-108 - _ 0.700'GLAZING BEAD 6083-T5 CGI EXTRUDER Q y m E10 CCI-109 - FRONT FLANGE ADAPTOR 6063-16 CGI EXTRUDER (f E11 CG1-110 - NAIL FIN ADAPTOR 6063-TB CGI EXTRUDER $$ E12 CGI-135 - IF FRAME JAMB O FIXED GLASS 6083-T6 CGI EXTRUDER O E13 CGI-136 - TF FRAME HEAD 6063-T6 CCI EXTRUDER N E14 CGI-139 - IF FRAME JAMB 8083-T6 COT EXTRUDER E15 CGI-140 - 1'MUMIN 6063-TS CGI EXTRUDER Y. CNC f E16 CCI-141 - 2.5'MULLION 6063-176 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-15 CGI EXTRUDER Q tY O E EIB COt-114 - SILL SNAP IN 6063-Te COT EXTRUDER E19 .1-115 -- SILL FILLER 6053-TB COT EXTRUDER a E20 CCI-116 - FRAME JAMB 6063-TS CGI EXTRUDER fj E21 CGI-117 - HD LOCK RAIL 6083-T6 CGI EXTRUDER C E CGI-138 - TF FRAME SILL -- - - 6063-T6 CGI EXTRUDER lA E23 CGI-T09 FROM FLANGE ADAPTOR 6063-T8 CGI EXTRUDER aj O M1 CGI-332V - GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC N M2 -1 1 - SCREW COVER(OPTIONAL) PVC - r • 63 G8-112••p 3'O /*ICHOR`• EQUAL LEG COVER/SHIM PVC - O rZ n ••• 4 _ 0.700'X tf040•BEM CE1200 SILICONE SILICONE CE N N • M5 ••••• .700'X 0.040'BEAD DOW 995 -SILICONE DOW p QA1 n ••• •108 ! ,700'X t�40'BFAO DOW 899 SWCONE DOW •• M7 -• 2/ SETTING BLOCK EPOM OUROMETER 80±5 SHORE A C Z • M8 - - PROTECTO WRAP WATERPROOFING OR FAUN. __ o 000 9 ROLLER TRACK __ PVC U O •• *10 I�1-12•• 2 PEf•WM0• ROLLER HOUSING NYLON - � • • 11 W23201NO PILE WITH CENTER FIN WOOL ULTRAFAB OR EOUN. • M12 •G►fiT•• 1 PEA SASH EGRESS LOCK ALUM. SULLNAN •• 13 C -131 2 PER S+"• HANDLE RAIL END CAP NYLON M&M • 014 391•N i PES$ASL•• ANRLIFT BLOCK NYLON M&M 15 - OPTIONAL• RETICULATED FOAM 30 PPI •:• 416 sG i3 - JAMB SPACER PVC PROTOTYPE OR EQUIV. u • M17 A3073. W82 1 PER WD.•• CAM LOCK LNC TRUTH OR EQUIV. PRODUCT REVISED c t3 • 18 CG 3 2PER% SASH STOP PVC PROTOTYPE as comp)Ing with the flor[da ••• - Building M19 RGI-111 O FR.HEAD SCREW COVER PJC PROTOTYPE NOA-No. ds 16-0929.13 0 M20 - 2PER SASH SASH CAM(8/T BALANCE) NYLON M&M Expiration Date 09/2212020 M22VARIES W-FLO WEEP COVERS PVC AMESBURY OR EQUN c s- •� e o m _ 13Y S2_ - 2 OR 3 PER CORNER B 10 X 1 1/4'LG.PHIL PH.SMS. ST/5T.ASSEMBLY SCREW - - MI - 6 Product ontrol S$$ 2 roc S3 - 1 1/4'EMBED. B a X 1 1/2'LG.PHL PH.SMS.FIN ANCHOR SCREW S4 - 4 PER W0. B 8 X 1/2'PH.SMS.Sr/ST BALANCE BRACKET SCREW S5 2 PER WD. B 8 X 1'LO.FFL SMS. ST/ST.SPIRAL B.ASSEMBLY _.._ SB - - B B X 1/2'LG.FH.SMS.O CGI-133 &CAN LOCK -- S8 - 4 OM.RAIL Q 10 X 4'LG,PHIL.PH.SMS. ST/ST,ASSEMBLY MEETING RAIL S9 - 2 PER A1tTSJFT B 10 X 5/8'LG.PHI-PH.SMS. ST/ST.ANTIUFT SCREW TEOF drowing no. 14AY 1 1201 ', DRRD► 'o�, .;�g+••�•........��,�c,a�. �W10-18 '���S�1fI I y�;��` sheet 9 of 11 2.440 2.440 2113 .490-}^-� ' .065 I I 1� o t.075 7D�s _ oso 1rP. 7.550 ° 2.101 1.301 1.301 �( 1.880 q 2.648 085 1.801 .085 1,220 0 .864 .864 LTYP. 2.348 IYP. 1.007 0. 4 ' •�0 Ee 5/16"GLAZING BEAD O .700" GLAZING BEAD c c'i obs tags p 7.155 1.155 L7,.8- IYP 1.015 1.015 1.368 .745 Eft NAIL FIN ADAPTER 1.395 1.448 GN� E13 FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL L x•789 L 293 Gklp�8 1.498 .050 .080 Q O 1.015 1.015 5.788 'D� 1.413 O 1.140 TYR .065 7.140 i 2.264 1.255 M3 FLUSH FRAME COVER M2 SCREW COVER J o aa � 1.015 O 1.220 ' •�. 080 � _085 3.930 065 LFTYP 4.430 7YP. _ w 2865 3.185 �' 1.047 3.685 2.885 OO LOCK RAIL E19 SILL FILLER 1.788 !0 W "� • 1.450 180 U N • C • • • •2�4Q1 • • .550 ••• •• • • • b----2.440 '� • E22 • • E2 2.31D � pNM en SILL FLUSH FRAME SILL D I ••• tA15 085 5.220TYP. • p-�-2.737 • • • r-2.737 O •• I _ •••• • � FLANGE ADAPTOR L1C�Lt �o ••• • • • 1.043 -- I U 4 085 • • 088 •• • TY•.•• •• • • NP. E21 • ALT. LOCK RAIL •• �. 5 � • 2.613 • • • • • 1.592 .. . p OBS w R ••• • • • �• `o�w •• 1.o0D••��•• • • .500 .997 2195 0 P • 3 • • • 2.737 1.015 O_ _1 000 •• Et4 FLANGE F&Wr,JAMB (MOVING) Ezo (MOVING) S $$ FLUSH FRAME JAMB y a h N n u .bit �j .e11 ILLM i.0a3 ca m i a I OH E8 HANDLE RAIL c S o x 1.025 2.505 .065 T1P. 2.505 .0. 1YP. Aft, �7ji qi •t 1 PRODUCT REVISED o = 1.015 1.015 1.395 ea complying with the Florida : •7 .745 Buitdln8 code .085 NOA-No. 15-0929.13 1.000 .500 Expiration Date '�� . 7E OF r• � drowing no. 1.745 1.245 1.015 •' �ORIOP,•' \�� O E12 Et By IAAY 1 125 3`••�r S�•�..... W10-10 FLANGE FRAME JAMB (FIXED) O FLUSH FRAME JAMB (FIXED) O SASH RAIL Mia - de rod0at Control O \` linnl;` sheat 10 of 11 b a //• ,/./ 52 O g N U 4 G y,ZH_ ill's N � m FRAME TpP GARNER c �i VENT TOP/BOTTOM CORNER 52 s W . • C • • • • • 3 1I 000000 0 •••0•• • • • • 3 • • 0000•• yyy��1 OO •••••• •• •• •• Q g U 6 0000• e ••• 0000•• • • 0000• • 0000 � 0000•• • • • • • • •see yyrr 0000•• . � �• C Y9n C93 LE • d 0B e • •.. .. .... . sees • qu o r a \\\ FRAME BOTTOM CORNER �� ���i •e PRODUCT REVISED as con plyytag with the Florida Dalldlag CodO w No -No. 15-•0929.13 expiration Date 09/2212020 ; ,Q•' 6F � drawing no. Dy W10-18 RAIL CORNEte14AY 1 1 201 ,'��s r��',• FIXEO MTG. R Mmt-D Produet antral r MIA MI- MIAMI—DADE COUNTY PRODUCT CONTROL SECTION WE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NINA) www.miamidade.gov/economy CGI WINDOWS AND.DOORS,INC. 10100 NW 25 Street Miami,FL 33172 SCOPE: This,NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 150" Aluminum Sliding Glass Door w/wo Reinforcements-L.MJ. APPROVAL DOCUMENT:Drawing No,W10--31 Rev L,titled Series"Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing and the max.allowable panels with in the unit frame area, in sheet 13. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed 1/z"at Head/jambs&%Z"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into cone. 4. Design Pressure(DP)limited to+/-60 psf when utilizing 90 and 135 degree corners. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after�th9.VpjraJion�dat�e qr if&re has been a revision or change in the materials,use, and/or manufacture of the product 44 Ito:eZ.MYsuse of this NOA as an endorsement of any product, for sales, advertising or any other j14**se�siall aiMfornhically terminate this NOA. Failure to comply with any section of this NOA shall die 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 displaled in advertjsing liter fia;e.;lfiany portion of the NOA is NOA No.15-0619.06 ... . ... . . . MIAMII•DADE COUNTY Expiration Date: September 22,2020 A'J"VL O�� 0:0 Approval Date: April 28,2016 . . Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . r R MIAMI•DADE MIAMI—DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/ecoiiomi 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. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, E-2, and F,3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. .. ... . . . . . .. . .. . . .. . . . . ... . . • . . . . .. ... .. . . . .. . . . . . ... . . . ' ' ' NOA No.15-0619.06 ... �0ru•DADEcounrnr Expiration Date: September 22,2020 � � Approval Date: Apri128,2016 . Page 2 . . . . . . . . . . ... . . . ... :0 . CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by AI--Farooq Corporation, dated 05/20/10 and last revised on 01/11/16,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202---94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC,TAS 202---94 along with marked—up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer@ insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel,P. E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel,P.E. 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading Ver FBC,TAS 203-94 along with marked—up drawings aid jnstjL1latign�lijgtitn of a series 238 Aluminum Fixed Flange Frame Window With V$ntt4 t4a1iW1DuPant"Butacite"PVB interlayer, .. ... .. . . . .. • Jorge M.Plasencia,P.E. 00 : . . . . . ;. ' .' ;. • .'. :P oduct Control Unit Supervisor • •" ' NOA No.15-0619.06 Expiration Date: September 22,2020 ... ... . Approval Date: April 28,2016 . . . . . . . . . .. .. . . . .. .. ... . . . ... . . f CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(continued) Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel,P.E., with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel,P.E. 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of 6-panels Alum SGD w/ Pockets& OXXX,prepared by Certified Testing Laboratories,Test Report No. CTLA-301 I-W& -W-1,dated May 22 &23,2014 respectively,both signed and sealed by Ramesh Patel,P.E. (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted under previous NOA#14-0627.15) 6. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)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 marked--up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test Report No. FITL-0080-1208-090,dated July 30,2010, signed and sealed by Vinu J. Abraham,P.E. (submitted under files#12- 0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD(OX) prepared by Architectural Testing, Inc.,Test Report No. ATI-00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J.Abraham,P.E. (Submitted under previous NOA #13-1121.081#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with.PBe:5;' ;F,,ititi(n;0614), prepared by Al Farooq Corporation,dated 02/24/16, s' edand'seaZed b ?avad Ahmad,P.E. 2. Glazing complies with ASTM 1366-09 •• . ••• • •• • • • Jorge M.Plasencia,P.E. ; oduct Control Unit Supervisor ••• ••• • NOA No.15-0619.06 Expiration Date; September 22,2020 ••• . . . •.. • . Approval Date: April 28,2016 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Sentry G1asO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company(MA)for their"Saflex CP-Saflex and Saflex HP Composites Interlayer wl PET core" dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", dated 03/17/16 expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite0 PVB Glass Interlayer"dated 04/25/15, expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance statement,part of above referenced test reports. G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22/20. - 2. Test proposal for the qualification of Butacite0 PVB glass interlayer by Kuraray America, Inc., as well as DurasealO and Super SpacerO 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. 3. Test proposal# 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda,P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal# I1-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA#14-06271S) . .. . . . . ... . .. ... .. . . . .. • • • • Jor a M.PIasencia,P.E. . . g • • • rPduet Control Unit Supervisor ••• ••• NOA No. 15-0619.06 Expiration Date: September 22,2020 ••• ••• Approval Date: April 28,2016 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Z 0 g 9 a 11LL � $� r 0 N. C CL N 0 6 •• C • • � p •••••• d C • • THESE DOORSRATED FOR LARGE & SMALL MISSILE IMPACT" ••• • SHUTTE"a T REQUII Q.•••a s • • • •••• • • SERIES S•r'.NTINEL 16934"MMUM SLIDING GLASS D00R o��A •••• • DOORS EELQM R FOR MAX•IIU*IBER e0F PANELS AS LISTED ON • DESIGN Ab C��AACITY CHART ON SHEET 13 OF 28, USING •• MEETING Lf TAMBINATIOCS Y&%AND SHOWN IN DRAWING DETAILS. o APPUCA4F•�GSt�S REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING PFICIAL. " _ LAMINATED GLASS AND Q 'a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED-INSULATING GLASS q ' REQUIREMENTS OF THE 2014(5TH EDITION)FLORIDA BUILDING CODE INSTRUCTIONS: LARGE/SMALL MISSILE IMPACT c x INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). USE CHARTS AS FOLLOWS. 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY STEP. 1 DETERMINE DESIGN WIND LOAD REONREMENT 13ASEII 1 I I I Y TO TRANSFER LOADS TO THE STRUCTURE. ON WIND VELOCRY BLDG•HEIGHT,WIND ZONE A{Ij ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS USING APPLICABLE ASCE 7 STANDARD. PRODUCT REVISED EMBEDMENT 10 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. -STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 1S _ae eompLYtng with the Florida ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FOR THE GLASS TYPE AND REINFORCING TO USE. NOA-No. 4bde 15-0619.06 •70592 t8t NOT PART OF THIS APPROVAL. STEp USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION bb77 9 on Date 09/22(2020 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Expiratidrawing no. ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE. IN STEP I ABOVE. BY �� , S THAT T P 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 Mlam e F uct o of ' �5,'.,, P'�(g��� W10-31 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. SHALL APPLY TO ENTIRE SYSTEM. �Y O)NAL�� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE sheet 1 of 2$ REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. 61 3 TRACK 14• HEAD ANCHORS F 1 q 282 13/18°MAX. m I'+ DOOR FRAME% AD DTH S H U HEANCHORS HEAD/HSBC 0 r] g ANCHORS IN PAIRS 2,3 OR 4 PAIRS tc 48 1/8- AT SOLE ENDS SEE SHEET 15 6"Mo qq NOM.PANEL WIDTH AT 3"O.C. HEAD/SILL •1` SEE CHART ON SHEET 15 CORNERS 1 13/16" FALSE MUNTIN C FOR CAPACITY a S MIN. OPTIONAL A r r' `tet ---- ---- l _ 1 REINFORCING I I 9 1 AT INTERLOCKS I OPTIONAL I M (DG IH H J FOR SHEET -- h �2 t/fill 42 1/8• i P l,.L OPg,AIt 2 POINT D.L.OPG. as ITIE fi m w io ___�___=i SERE LOCK SHLEEETT 24 O m o 0 /X FOR DESCRIPTION �/ i z § D W Y• /, 8 o - 0�j; o m LL •••• • • • t II II ^ 00 0 • • • • �I I� _ 2 j '°O�M • ! • • II Ii w 1 � O • a • ••s• B D F � �i r�o • _ ••• • f •000 • • / i I I POCKET JAMB � O • • 1-}�-1 �- (SEE SHEET 8.6. 11 ••• • I I rn • •••• SILL TYPE B2 ANCHORS 46 1/8• k 12 POCKET f • f • 2.3 OR 4 PAIRS 48 1/6. PANEL WIDTH k DETAIL M ON JAMB ANCHORS • • , • •••• AT SIRE ENDS INTO CONC.� PANEL WIDTH SHEET 2J) •••• • 'I' 8 AT 3'O.C. • •J TRACK • ••w••• SEE CHART ON SHEET 15 c gg JAMB ANCHORS ! FOR CAPACITY o 8 • • • • • • •• • •• •••• • •••• • �6. t4• 3" SILL ANCHORS • 0000• B MAX. TYP. ILZ a C•".i30 B tlt17111" �jt (2) 8'(t)VW aUSIFR (2)EETP DAM (2)WFTP Dam (2)90 CLUSTTR (2)WEEP alls1TA WEEP allS1B1 (1)WoauSR � R �PsO.,„!!19,q��ri,�' .�ya'.•"tyaeNsp'•.•, 'f`(PICAL ELEVATION PRODUCT REVISED 6 • ae aomplyln with the Florida No 0582. TESTED UNH 9u8ding Coda - t t`r 3 NDA-No. 15.0619.06E D-L,OPEBxplratlon Date 0912212020 s HEIGHT OF drawing no. DO HEIOIR %' '• , �.L. = DOOR FRAME HEIGHT- 9 11/18' W10-31 D.LO.WIDTH NOM. PANEL WIDTH - 6" Ill, -D Product on a1 �r J�oPdA1-�% �, sheet 2 of 2 J PANEL HEIGHT- DOOR FRAME HEIGHT-1 3/16" III t1 U � �6" 3` u TYP. 2 TRACK i HEAD ANCHORS Z m 3 h ro Y MAX 190 9/16'MAX. Q WOR FRAME WIDTH A - ANCHORS IN PAIRS HEAD ANCHORS HEAD/SILL [fUu AT HEAD/SILL/JAMBS 2,3 OR 4 PAIRS Q,'O AT STILE ENDS SEE SHEET 15 8•Mm �AT 3'O.C. HFAO/SILL O 1 t•M3�18` FALSEOPR NAL Al SEE CHART ON_ C FOR CAPACITYSHELT 15` 1 1 b t J7 REINFORCING I all l a 0 4 AT INTERLOCKS ' �j Fes. = _ - OPTIONAL 1 t I SEE SHEET 13 I O J 1 FOR CAPACITY Li io• 2 POINT 42 1/8" 42 1/8` II t' SINGLE LOCK .4 dd D.L.OPG. O.L. OPG. SEE SHEET 24 T o 'i i' FOR DESCRIPTION 1 \ o Ed - 4 =A,, i .,' zy� q� N ' m\is C k go •••y • ii ii z v 3 a •••i • • • • IL _II_ •• • SSSS• D1 RPi CoQ. ••w•Do •• • •• • 61 i U�� • e ••• • ---' ----J PI; rT ••• • SSSS ••• • • SILL TYPE 02 ANCHORS 48 1/e" POCKET • * TRACK •. •••• 2,3 OR 4 PAIRS 48 1/8` PANEL WIDTH JAMB ANCHORS •••• •'Ah48 ANCHORS 1n AT STILE ENDS PANEL WIDTH ON• • • ••:••• SEE CHART FOR HEErCAPAtt ° &ps SSSS • • w• SSSS•• •• S••••• • •• SILL ANCHORS v Soso • ••e•ow • z 6` 14` Y SSSS "� MAY• TYP. D L OPENING c O.LO HEIGHT DOOR FRAME HEIGHT - 9 11/16" •n B1 D1 D.LO,WIDTH NOM. PANEL WIDTH -6+ PANEL HEIGHT= DOOR FRAME HEIGHT-1 3/16" C Y 1111u r � � q g)»you GI Kw=u (2)10 awn 0)1m Una U)a>P ausm PRODUCT REVISED � as eomplptog Wfth the Plorida 00>Dls� Building Code No. 0592 •• ' (TESTED UNIT) Non-No. 16-0610.06 _ E TYPICAL ELEVATION Expiration Date 09122(2020 BY ••',• DF •.(Udroving no. Mland-Do pwroductcantral , �,S.. •e*: Gs�. W10-31 REFER TO PAGES 14, 15, 17 & 18 FOR WEEP S2E. �OAIA1.��7 )rr)111111 sheet 3 of28 3 TRACK .m 14' EXTERIOR EXTERIOR HEAD ANCHORS r s149 5/16" DOOR 4FRAME6WIDTH -- 97 3/4" _ 5s acc DOOR FRAME WIDTH DOOR FRAME WIDTH U HEAD ANCHORS 14'MAX. HEAD ANCHORS N �t HEAD/SILL 2 OR 4 PAIRS �yy� FALSE MUNTIN ANCHORS IN PAIRS 2. STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS -1,61 • O C n OPTIONAL 48 1/8' AT HFAD/ML/JAMBS SEE CHART ON SHEEP 15 HEAD R N NOM.PANEL WIDTH - AT 3"O.C. 1 5 FOR CAPACITY SILL 1 13/16" v p SEE CHART ON SHEET 15 CORNERS �y FOR CAPACITY - MW REINFORCINO ` 4 i9 O P, j AT INTERLOCKS sPTIDSH�ET a< I M Ii IH H 0 FOR 9ACrl j i� II 2 POINT p 1 =__�-= '✓=O DOUBLE LC S I SEE SHEET 2 42 1/9" 2 1/8 I F.OR 42 1/8" DESPOW 2 CRIPTION D.L.OPG. DOUBLE LOCKS D.L.OPG. o -_•- ____ =_ x I SEE SHEET 24 is /� n FOR DESCRIPTION // p �' // xa I I N // I �/• el0 �/' �% I a • { • • 0Rd N • ' ODF ••• • itasF . _-. I � J � o •••••• • • 48 1/8" • • • •••• S0.1.TYPE 82 ANCHORS1 48 1 8- PANEL WIDTH 48 1/8- PANEL WIDTH CK N 8 YDCKET SILL TYPE 02 ANCHORS / 2,3 OR 4 PAIRS / •••••�,I J PANEL MOTH 3 MB A 8 ANCHORS 2 OR+PAIRS AT STILE ENDS PANEL WIDTH • • •••••• AT CORNER STILE ENDS. JAMB ANCHORS • SFE CHART ON SHEET 15 AT 3"O.C. u ••••• • •• 06699* FOR CAPACITY SEE CHART SHEET 15 FO • • . • FOR CAPACITY • EXTERIOR 3 TRACK uo ••,�8" 14' 3- EXTERIOR SILL ANCHORS e o m _ MAX. • ° n (TESTED UNIT) m ,TYPICAL ELEVATION ° C 1 IlillT ° 5 AP1 PRODUCT REVISED ; pJ.••'c�s 4 i as eomplyMg with the Florida U F''•. NOA-No.GGodBe 16.0619.06 No. 0592 •`; Expiration Date 09/22/2020 = 1ILI 8 OF ;` � drawing no. r Aland- a Product Con W1Q-31 of ��'••. WP.••'(y 1% sheet 4 Of 28 nnnl r- p00R FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED �V a _ ANEL WIDTH NON-REINF.INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS M SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z q H L FOR DOORS USING 90' do 135' CORNER STILES 0 m O H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF F g 1 d - -- as PRODmpU1y1 g with the Florida P c� _ NOA-No.lidingCodo 750678.08 �0.r 60t � XXX(SHOWN) Q EXTERIOR Q expiration Date 08122/2020 y=VVr yyt OXX a xxo ay a ff XXX(REVERSE) Mlam- •ProductContra '2 g DOOR FRAME WIDTH FRAME WIDTH 0 4 NON-REINF. IMERLOCKS SEE CHART ONSHEET 13 6 - I I -- �c L H J1 ' H 8 ID - § 0 XXXXXX(SHOWN) O O O J1 QH UH •• OXXXXO EXTERIOR 80'CORNER DETAIL'0'ON SHEET 27 NOM.PANEL WIDTH • • 13W CORNER OETAIL'P'ON SHEET 22 z 0 w • • • ••• • •• OPTIONAL IN LIEU OF J7 0 ••• •• • • • C U) • • OR FRAME FRAME WIDTH -PAOTH •• �{ C�N o •e• •• • • • 1 PANEL WIDTH 3 N j: • •H •• •• - -- - U3M ••• O J H• C7 ••• • • • • ••• • • • :0 0 4XXXXY•Y•(�t�Ytj,. © 0 EXTERIOR 0 0 0 0 0 • - 90'GARNER DETAIL'0'ON SHEET 22 NON-REINF.INTERLOCKS :.00.: • •• •••••• 135'CORNER DETAIL'P'ON SHEET 22 • • • • OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 •• • 00 OOR • OOR FRAM•WIDTH• FRAME WIDTH 0111 11 •••••• ••••• • • PANEL WIDTH u�g 02 N XXXXXO(SHOWN) © O EXTERIOR OH O HO O NU 11 11 , OXXXXO W CORNER DETAIL'O'ON SHEET 22CORNER DETAIL'P'ON SA 13 / 5' SHEET 22 ........... NON-RANT.INTERLOCKS �� �� OPTIONAL W LIEU OF Jt SEE CHART ON SHEET 13 a seL NOTE: OTE: hrli APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON--REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. TB OF ?��` drawing no. SEF SHEET 13 FOR Op AND REINFORCING OPTIONS � S`!.....PP Cyt�� W10-31 � � 3. FOR ANCHOR dETNLS SEE SHEETS 15 THRU 23. /i 0111A1. 1 �/ 1 THREE 3TRACKS b. ODOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. till 1 sheat 5 of 28 DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED 7�M U MEL WIDTH NON-RpNF.INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 r---- I r-- - ARE PRESENT. Z I I - FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF g I a o H i PRODUCT REVISED a 6 I 1 o ae com %ing with the Florida O ct NCA-NB Code i M j NCA-No. 75-0519.00 FSu Expiration Date 09/22/2020 r ® QH RIOR HQ LQ By 8 c PXXX(SHOWN) Mlam- Product Control XXXP 9 DOOR FRAME WIDTH DOOR FRAME WIDTH a iiANEL WIDTH NON-RDNF.INTERLOCKS 0.1 SEE C ON SHEET 13 -_ 12 �WN2� 1 �2 a I g aoa t jR PXXXXXXP(SHOWN) ExrERIOR •• 00•CORNER DETAIL'0'ON SHEET 22 13V CORNER DETAIL'P'ON SHEET 22 � o • • OPTIONAL IN LIEU OF J QO . • • • ••• : •••• DOOR FRAME WIDTH d' ••• •• • • • b DOOR ROME%DIN NON-REINF.INTERLOCKS y C ••• •• • • • • SEE CHART ON SHEEP 13 �a h • •�, • • •• F-- 0 M000 n • x I •• • •H• • J• $ H &A S 1 G• •• . P MAOWN) 11isO- EXTERIOR OHNO ' SHEET 22 PANEL WIDTH D-TH GOCORNER DEWL OON ••• •• • •• X)M �G• POCKET CAVITY NOT BY CCI 13V CORNER DETAIL'P'ON SHEET 22 • •••••• • NOT PMT OF THIS NOA OPTIONAL IN LIEU OF J • DOOR FRAME WIDTH c Good•• 00000 DOR• WON- INTERLOCKS dd TON SHEET 13C Lr H J H 1- ° •�oa to0 - mg 1 IU oia H H liyf 1 0d� ' .R 'R - ° Q 1 I s ® O O O PANEL ANWIDTH OXXXXXP 90'CORNER TL'0' O 111 iT1 t ON SHEET 22 . ..A 13V CORNER OETAIL'P'ON SHEET 22 ...... J F'••. OPTIONAL IN UEU OF J APPROVED CONFIGURATIONS N TOSSn POCKETED DOORS (.ON-REINFORCED SHOWN) NOTE: SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1 CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 'y((�; THREE U TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. Aesop drawing no. W10-31 3. FOR ANCHOR'DETAILS SEE SHEETS 15 THRU 23. �ti S ON&%- ��` POCKETS ARE NOT PART OF THIS APPROVAL �S/ ........� - AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEIC. tl I 1T 1 [sheet 8 of28 lu DOOR FRAME W. MAx.FRAME WIDTH THIS APPROVAL QUALIFIES ODORS WITH APPROVED tM4" REINF.INTERLOCKS CONFIGURATIONS SHOWN WITH 80' AND 135' CORNERS 1 SEE C T ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. O K FOR DOORS USING 90' & 135' CORNER STILES w LIMIT MAX. DESIGN LOADS TO *60.0 PSF HH EXTERIOR Gt Q Ita?.� XO(SHOWN) 0�+ ox pp Q °° DOOR FRAME W MAX.FRAME MOTH REINF.INTERLOCKS SEE CHART ON SHEET 13 1 Qa�gk Li ° Q EXTERIOR H •• XX or /a x 3/4^SMS >a ••• •• ••• FRAME W - • AT 24"O.C. MAIL FRAME WIDTH. O • • • • Nl'1M�1 • •• 1 0 � 000 00 H • •• ZV'� n 00000 • •• •• p-v 000.0 � •�• • u�� a •• •• • • $ • • •••• • J1 I Q EXTERIO • • • Q ��rr..�Hxn • OV CORNER DETAIL'0'ON SHEET 22 9 0:98 • • ••gXO(SH09Rdt•••• 135'CORNER DETAIL'P'ON SHEET 22 1 • 0•••0 9X0(REVEj1SE) •• OPTIONAL IN UEU OF Jt qqgg • • • • OH 12 *Soo • ••0• • • MAX.FRAME WI07H g p5 • DOOR(WANE WIDTH - REWF.INTERLOCKS s S •••• SEE CHART ON SHEET 13 PRODUCT REVISED as pig!2 with the Florida a Building Code H H - NOA-No._150819-06 G J1 Expiration Bat 08/22/2020 NH 0 0 No ¢ em nt a Product oro �m•' $ G G1 HO EXTERIOR JI O © c u rr {I BO'CORNER DEEmL'0'ON SHEET 22 ��11 AH OXXO 135'CORNER DETAIL'p'ON SHEET 22 ="^ �i� 9L XXXX(SIMRAR) OPTIONAL IN UEU OF J1 ��eF 41 1 , No.70682 �% NOTE: *: � ! '�� g APPROVED ORATIONS L" tll��' NON--POCKETED DOORS (NON-REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. A1EOF � dravring no. SEE sttEEr 13 FOR Dp AND RaNFoaaHc opnoNs 2, FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. OR10p::��� VV10_31 TWO ?� TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. hs`S/OPdALE���� sheat 7 of 28 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. II i 11111 �- DOOR POCKET CAVITY NOT BY CGI _ DOOR FRAME WIDTH MV FRAME NOT PART OF THIS NOA DOOR FRAME W. NON-REINF.INTERLOCKS _ • WIDTH DOOR FRAME WIDTH SEE CHART ON SHEEP 13 zq J H Iti _ y Qi mV IV ;R - Rig $ is M K M Lt EXTERIOR O L7 U N EXTERIOR PX(SHOWN) PXX(SHOWN) XP XXP THIS APPROVAL QUALIFIES DOORS WITH APPROVED $ 9 CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS a Sob, WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 Q p ARE PRESENT. �z FOR DOORS USING 90" & 135' CORNER STILES DOOR FRAME W DOOR FRAME WIDTH _ LIMIT MAX. DESIGN LOADS TO ::80.0 PSF Q 2 I NOTE: m 1 Ji i i ri 1. CONFIGURATIONS.SHOWN FOR ILLUSTRATION PURPOSES ONLY. -�- r ix• y1 is si 2. FOR APPLICABLE N014 REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. Q i W o 0. i I 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. {}�,• M 1 --J 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC, p o • • • ••a� O EXTERIOR • • • PXXP • • 90'CORNER MAL'0'ON SHEET 22 tl 000900 13W CORNER DETAIL'P'ON SHEET 22 N o ••• •• • • • • OPRONAL IN UEU OF JI • • DOOR FRAME WIDTH C Z ••• •• • •• •• • • OR FRAME H µ0N-REINF.INTERLOCKS 'y o •• •• DO• ••••• ___.� SEE CHART ON SHEET 13 jy!�I _O_m • r—- 1 (D p T*• IL; • • J Q.• •• I ; _ Fr31 IL • _-� EXTERIOR Q Q O iigAA • �-___ • J 90'CORNER DETAIL'0'ON SHEET 22 p S •••• • •••• PXXXXP• • 135 CORNER DETAIL'P'ON SKEET 22 8 • • OPTIONAL IN LIEU OF J1 4 Pat •••• Sdti DOOR FRAME wIDTH - DOOR FRAME WIDTH NON-REINF.INTERLOCKS M SEE CHART ON SHEET 13� POCKETS ARE NOT PART OF THIS APPROVALAND 70 BE REVIEWED DY AHJ. iS1aL EXTERIORPRQDUCT REVISED 90'CORNER DETAIL'0'ON SHEET 22 as aompTying with the Florida PXXXX(SHOWN) 135'CORNER DETAIL'P'ON SHEET 22 Building Code p No.70882 PXXXO OPTIONAL IN LIEU OF J1 NOA-No. XXXXP oxplrationoats 0912212020 drawing no. OXXXP a TDDF APPROVED GONFKG.^URAT1QN BY '•.!`?,RtOP• C80��` W10-31 ,POCK TED DOORS (NON-REINFORCED SHOWN) Mlam ads Product Contra err NAL 1\� SEE SHEET 13 FOR DP AND REM•IFORCiNO OPTIONS /I 11 1 \1 wheel $Of ZB TWO U TRACKS i. THIS APPROVAL QUALIFIES DOORS WITH APPROVED t� V cai CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS 1� M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0t. ARE PRESENT. Z FOR DOORS USING 90' & 135' CORNER STILES In LIMIT MAX. DESIGN LOADS TO ±60.0 PSF a � DOOR FRAME WIDTH FRAME WIDTH N~ --� NOM.PANEL WIDTH NON-RUNF.INTERLOCKS SEE CHART ON I 13 Q a C 0 � 0 CG H H I tl w i H XXXX(SHOWN) 3 v°fi OXXXXXXO 8 t XXXX(REVERSE) © O EXTERIOR H Or •• O Gl ••• •• • • • r -0 4 •••••• � d�Np ••• •• • • • • 66 ••••••• r •••••••• •• •• ••• .ib _ ___ - - ©- a • DOOR i•EE•YfFRAME WIDTH ••• •• •• •• •• SEE CHRONE13 .• NON-REINF.INTERLOCKS so H NOM.PN3 EXT, • 6AARXXXX(SHO:N) •• 4 "YXXXO0 •••••• • RIOR Q J 90CORNER DETAIL'O'ON SHEET 22 WTTi U3�63Zp .)) iiQQwvy�,JE..(I C C 178•CORNER DEFAIL'P'ON SHEET 22 n z OPTIONAL TN LIEU Or J1 c PRODUCT REVISED as comp)In with the Florida Building NDA-No. e 16-0619.06 `VLi�1r�III it�A' Expiration onto 09/22/2020 �� •'VCE 9g'••, �� I BY .70682 ','•. ,I NOTE: M1AIamP a Prd..t Control - ( pe. PRO�(.0 GONFI11URATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION-PURPOSES ONLY. )/LI f( ' ON—POCKETED DOORS (NON-REiNPORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SOF N ; Browing no. £E SHEET 13 FOR Op AND REINFORCING OPTIONS •• RtCP.'• W10-31 S 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. _ ��d`oOMAI.��t� FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. +lull sheet. 9 of 28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED 4 V 9 - CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. ^� FOR DOORS USING 90' & 135' CORNER STILES 0 q LIMIT MAX. DESIGN LOADS TO 160.0 PSF F I a Sip a 4 DOOR FRAME WIDTH FRAME WIDTH NOM.PANEL wroTN HON-REINF.INTERLOCKS (1 SEE CHART 04 SHEET 13 �s (H J H nm g - 0 O 00 • • XXXKXXXX(SHOWN) • -- c ••!O>•iAtXXXO C H H QH O0 EXTERIOR • :0: • • 80•CORNER DETWL'0.ON SHEET 22 e1 N 0 . ••0•.• 13W CORNER DETAIL'P'ON SHEET 22 M • OPTIONAL W LIEU OF J 000.0• .• •• f• CZ� • • • • 'yO 0000• • •.• 00000 0 • • _ 60000. DODI' RAMS WI _ NOM.PANEL WIDTH U o • • • 0 0000 O 0000 • •... • 00 H • w H • • H H H . . . 5a .• • - u Il s XXXXXXXO(SHOWN) OXXXXXXOc2 HQ Q O O O EXTERIOR O O 9o'CORNER DETAIL'0'ON SHEET 22 ¢.j 135•CORNER DETAIL'P'ON SHEET 22 y C's OPTIONAL IN LIEU OF J PRODUCT REVISED as aom ying with the Florida Badding Code 11 .OA-No. 190899.09 ����Q/-yO�� Expiration Date 09/2212020 k* P.'Vie k* Hy - N 70502 g NOTE; Miaam}T a Aru¢to n ro - APPROVED GONFIOUIRDTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON-POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ATfloF drowing no. SEE SHEET 13 FOR Op AND REDIFORCINO OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ��i;s9R:°Aao W10-31 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. r�Q��`�uT�1 sheet 10 of QS nu THIS APPROVAL QUALIFIES DOORS WITH APPROVED 4,v CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS to M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. 3 FOR DOORS USING 90' & 135' CORNER STILES 0 H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF58 99g ?i a DOOR FRAME WIDTH 5t� DOOR FRAME WIDTH I NOM PANEL WIDTH NON-REINF.INTERLOCKS t M 1 SEE CHART ON S ET 13 tit4CY r-- 8 Q 1 H 2 CWU b PXXXX(BROWN) XXXXP EXTERIOR Q O O Q C g m n •• 0 °0 • • • • • •••••• _ FRAME WIDTH • PANENON-REINF.INTERLOCKS • • NOM. L WIDTH SEE CHART ON SHEET 13 O N � y Nn� • • WIDTH ••• •�- _ i i j rpZJe •• �•1 • H •• H H H I I y l 3 p4''� H gg II;; ••• •' ° ° :to • • $ 3 Ui is i V • 1 •• SI I I ••• ���oo I M j I I � • 2i i M • • •• I � I or • • • PXXXXXXXXP (SHOWN) • • •• • EXTERIOR g • • .66. 80'CORNER MAX'0'ON SHEET 22 ••• •• •••• • • m!CORNER DETAIL'PON SHEET 22 0 tri • • OPTIONAL IN LIEU OF J tr cen�m PRODUCT REVISED as complain with the Florida Building Code g"" .-No. 1$•0810.08 Expiration Oate 08/22/2020 `+UlnUti o pp AH, APPROVED CONFIGURATIONS By ,�, 8•''1}OEHBg''.,• � 11 Mia ie Product Csntto 8 I POCKETED DOORS (NON-REINFORCED,SHOWN) NOTE _ 0502 *= SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. t`J� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 'O Ij� `' drawing no. FOUR (4) TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �'i�l�s+s OR W10-31 W10-31 ANDPOCKETS K OSHE R�NOT B 0�IS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. ��t THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS » WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z ^ FOR DOORS USING 90' & 135' CORNER STILES 0 q LIMIT MAX. DESIGN LOADS TO *60.0 PSF Z PER FRAME WIDTH NOM.PANEL WIDTHNON-RSNF.INTERLOCKS DOOR FRAME WIDTH .••i•••••• 3•Z•.••1�I�I°iM� •fH i•• •H H e • J O H H rIIi��aIL- UE ®® OHQHOQ SEE CHART OONN SHEET O013 •ftXX4XXX(SHOWN) i••.• XXXXXXXXP OH O EXTERIOR POCKET CAVITY NOT 135'CORNER DETAIL PON SHEEP 220 22 ea CORNERDETAILoN sEr • • NOT PART OF THIS NOA OPTIONAL IN IEU OF J OH OHQ t � OC�G--oe-cL tUoyo�> -N •••••• d 0�3i0 FRAME WIDTH ••••• • • NON-REINF.INTERLOCKS NOPANEL WIDTH SHEET 13•00 •• •.P••A•ME WIDTH IOR 91 4. CH tie PXXXXXXXO(SHOWN) 90CORNER DETAIL'0'ON SHEET 22 135'CORNER DETAIL'P'ON SKEET 22EXTER o^rMtS7 . ' OPTIONAL IN LIEU OF J SS PRODUCT REVISED P�'"1 as comp In with the FloridaButlding a u t 1 0 NOA-No. 15^061$.06 Expiration Qate 00/22/2020 ` ENBe 1 APPROVED CONFIGURATIONS ' H t POCKETED DOORS (NON-RENFORCED SHOWN) NOTE: MIam1- 9Product ontrol _ o.T0�2 SEE SHEET 13 FOR OP AND REINFORCING oPnDNs 1.CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. L w: drawing no. POUR (4) TRACKS 3. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ,q�' a of 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ,�rs' oR�OR.'f9o� W10-31 POCKETS ARE NOT PART OF THIS APPROVALSsoINAL1�� AND TO RE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEIC, (Sheet 12 of 28 DS810N LOAD CAPACITY-PIF(01.488) ,sCI.ASS CAPACITY CSS t■. V �_ - OI.A8S TYPES GUSS TYPR9 n A & Al' D, , o_ 1104. DOOR E7t000. INTBRTAC68 TNTBpucx6 m 3 PAM WIDTH E HFAo 1f/D RRINF. InTH SEINF. umn NC1IfS EXE.(+) WL(-} EXE.{.} LNt(-) � H 24-1/8 BOA 80.0 80.0 80,0 80.0 38-1/B 604 60.0 80.0 60.0 a0S1180NOM.PANEL WIDTH42-1/8 604 604 80.0 80.0 48-1/8 10 60.0 60.0 80.0 80.0 a 54-1/8 8 83.3 83.3 71.1 71.1 24-1/8 10 BOA 604 BD.O 80.0 - 30-1/8 10 60.0 60.0 Bao �.0 NOM.PANEL WIDTH zzVryry qn 36-1/8 10 60.0 BOA 80.0 80.0 42-1/8 84 10 00.0 80.0 80.0 80.0 Q: C 48-1/8 10 60.0 00.0 60.0 80.0 Q N 54-1/8 B 83.3 332 71.1 71.1 - `j'Z 1 24-1/8 to 60.0 60.0 80.0 80.0 W 19 p 30-1/8 10 60.0 60.0 80.0 80.0_ NpM PANEL WIDTH 1U 01 rr 36-1/8 90 to 60.0 BOA solo 80.0 O 42-1/8 t0 60.0 60.0 80.0 80.0 48-1/8 B 60.0 60.0 80.0 80.0 N m 24-t/B 10 60.0 80.0 Bao 80.0 n 30-1/e 10 80.0 80.0 BOA Bao 36-1/8 06 10 6Q0 Sao 110.0 80.0 �i to N 42-1/8 0• l0 60.0 60.0 60.0 80.0 ta7 O F- v NOM.PANEL WIDTH LLl • 441/0 • ••8• 80.008�• 80.0 90.0 �" p K ••• • • F • ••• *GA8s TYPES � 'p Vj G ••• •• • • • INTERLOCKS h WITH BRINK nLL» • • ••••• fn L • d+7 IVT.(-) In 2 ••• E4f 1/S •• 10 - - 60.0 60.0 �' 0 30-1/8 • • to -• • 60.0 60.0 APPLICABLE FBC EGRESS •• • TO REQUIREMENTS BE tt • •Jr 1/8 102 I - 6a0 60.0 REVIEWED BY AHJ. •• 0-1/B to - as& 60.0 60.0 U 48-1/S 0:09010 -• - 00.0 80.0 O :00•• -1/11 r - 090. 54.4 84.4 • 2�-1/e • 10 - 60.0 60.0 30-1/B 10 - •- 60.0 60.0 •0• _f/e •e• at - 80.0 80.0 • 42-1/8 • 1 e0A 60,0 • 48-1/810 -• •- 80.0 60.0 c$g g ••• DZ-1/e •• 9 84.4 04.4 0&8 24-1/8 •• - - 60.0 60.0 -1 130-1/8 t0 - - 60.0 60.0 7? 38-1/8 114 10 604 80.0 H 42-1/8 10 - 00.0 60.0 48-1/e 6 60.0 60.0 NOTE: 24-1/8 fo - - eoo sao GLASS CAPACITIES ON THIS SHEET ARE o m Jo-1/a to - - 80.o so.0 Ell BASED ON ASTM E1300-09 (3 SEC. GUSTS) s 3s 1/B 120 10 - - a0.o sao AND FLORIDA BUILDING COMMISSION '� x 42-1/e Io 00 DECLARATORY STATEMENT DCAOS-DEC-219 48-1/e 9 - - 80.0 60.0 1111 1 o L n m A 77 p r PRODUCT REVISED 1 n i0 n as compN N . with the Florida BuUdInH oe0.70592 - 15-0818.08 _ n , ,lel1 Expiration Date 09/22/2020 = 11 L Jb� ®., TEOF r drawing no. SiLLRISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS Miami- roduat Control '� • F40RID1` 6A W10-31 INTBRIAcI(8 ]NTKRIAGKs AHOVE+60.0 PSF ONLY. rte`j�IVAI. C 0 RRINF. WITH RIaNP. I t 1 Bheet 13 of Q$ i 3/16"ANN.GLASS 3/16"ANN.GLASS _ 075'Interlayar - 07V Interloyer Soflex GP With PET Core Saflex CP Wl.PET Core By,Eastman Chemical Co.' ByR'Eastman Chemical Co.' Z, ro R 090°Interloyer 090"Interlayer q So ex Clear And Calor Glass Saflox Clear And Color Glass By'Eastman Chemical Co.' By'Ecalmon Chemical Co.' OR OR QQ p F p 090•Interloyer 3/8'AIR SPACE 090"Interlayer SantryGloa Sentry0las as�C�rjrt By'Kuraroy America,Inc: By'Kuraroy Americo,Ine.' OR OR 080'Inter)oyer 3/16°TEMP,GLASS 090"Interloyer 8 top auladte PVB 8ulacite PVB T� By Kuroroy,Americo,Inc: By'Kuraroy America,Inc.' CY oOo M 3/16"HEAT STREN'D GLASS 3/16"HEAT STREWD GLASS a C G � g SILICONE SILICONE GE SCS 1200 OE SCS 1200 DOW CORNING 898 DOW CORNING 899 V. iDOW CORNING 995 ppp£ z� DOW CORNING 995 rj s ' ' KL EDGE SPACER Q, Mt ���. FFF555 M1 i' ST.STEEL BY'CARDINAL' O n OR DURASEAL BY'QUANOC OR _ a (Yr SETTING BLOCKS a SUPER SPACER BY'QUANEW U O AT 1/4 POINTS ON 11TES Oyy C ' 1 WIDER THAN 36" �.r 1 SETTING BLOCKS vO1i EPOMI*T AT 1/4 POINTS ALL SIZES DURO •• DUROMETER 8615 r'(WS! fPDM O • • DUROMETER 8515 UO ••• •• GLAW TYPE•'i'• 0 GLASS TYPE 'A1' a LL • • G ••• •• •"1F6'•i:ERALL LAMi GLASS • 1'OVERALL INSUL LAM.CLASS z3 0 p-N o • ••• • • NWi� M • 3•/16"HEAT STREN'9 6L•A53•• 3/16'HEAT STREN'D GLASS N N7`° • l3 r 9004 •• •• 075"Inr �e00 °Interlayer Sofl075 .075' ex C oro CP With PET Core S ••• •• ••• By'Eastman mmical Co.' By'Eastman Chemical Co.' •• •• • •••• .090"InlI��noyer •• 090'Interloyer • • • Soft"CI§gj J. r Gloss Sallez tsar And Color Glass By'Eastman Chemlcai Co. By'Eastman Chemical Co.' ••• •• OR R • • •�•••• .080°Inter rr}W 3/8•AIR SPACE -09018 ••• •• • • SentryGlgy• ••• SentryGlos • • • • By'Kuraroy erica.Inc.' BOy Kuroray America,Inc: • • • 090'Ini•rlcyllr••• 3/16'TEMP.GLASS OR90"Interloy Ber o • utacite P� • 8ulacite PVB ••• •• •••• I,'Kuraroy America.Inc.' By"Kuroroy America,Inc. py, ••• 3/16"HEAT STREMD GLASS 3/16"HEAT STREMD CLASS SILICONE SILICONE �u GE SCS 1200 GE SCS 1200 m DOW CORNING 899 DOW CORNING 899 z m DOW CORNING 99S m I DOW CORN6IG 995 o LSi 5 S XL EDGE SPACER MI i ST.STEEL BY'CARDINAL' n i SETTING BLOCKS n OR I- AT 1/4 POINTS ON LRES ' OURASEAL BY 'QIIANEW i WIDER THAN 36" �' y OR EPOM Rr' Ltlll 1 r o 0 DUROMETER 8535 0 SUPER SPACER BY'gUANEK' `` Fyy IB 1 SETTING BLOCKS PRODUCT REVISED EN8 i [x7 AT 1/4 POINTS ALL SIZES as Bui)ding Yng with the Flo - s• +_ �' '^ a PAWS! \ NIDA-n8 Code o.70592 _ EPDM Now-M.. 15.0619.06 � DUROMETER 85f5 ExpirationDate,091=2020 GLASS TYPE 'B' GLASS TYPE 'Bl' by oqL 6TH drawing no. 7/16°OVERALL LAM.CLASS I.OVERALL INSUL.LAM.GLASS Mlamil-FIddif Product con rot �� S�OPIAL���` shoat 14 of 28 GLAZING OPTIONS Ill TYPICAL ANCHORS TYPICAL.ANCHDRs TYPICAL ANC H, (��✓ 3 KSI IN CLUSTERS zBY WGPD BUCKS IN CLUSTERS SS TYPICAL ANCHORS //��I1�� CONCRETE AT MTC.STILE SEE NOTE SHEET t AT IJTO.SDLC AT MTC.STILE IN CLUSTERS METAL STRUGTSIRES M M .�INTQRLOCK,ENQS &.INTERLOCK£NRS {Rl'190OD BUCKS .a INTERLOC4S ENDS AT MTC,SDLE SEE SPEC'BELOW 4 e: 5E�qfAR 7• 3 KSI -EE CHART k INTERLOCIC£NDS .•. EG6E rt5f? 1 CONCRETE SEE NOTE SHEET I SEE CHARTSEE CIIART as FOR UANTITIES OUA NIJIS FOR QUANTITIESI KSI T 8 a a. ;:}4-.•- _ L EDqOkLT•P3 5/8' i I 'CO CRETE EDGE 3 8/8" s•' za. g ANatoa TYPE D > a ANCHOR TYPE.A rN ANCHOR TYPE A H rn ANCHOR TYPE 13 iv INTO 20Y WOOD BUCKS TMRU tey'WOOD BUCKS DIRECTLY INTO 3 KSI CONCpff7uFw-1 RETE lM0 METAL STRUCTURES - OR WOOD STRUCTURES INTO 3.KSI CbNCRETE OR APPROVED MULLIONS DESIGN LOAD CAPACITY-PAF(ANCHORS)' ION HEAD'ANcBom sILL ANCHORS WOOD BUCKS AND METAL STRUCTURES NOT BY C01 WINDOWS WTH 2 TRA CONDITIONS 3T SHOWN APPLY IT y4, ti (Twit A.D 9 C) (TYPE Raj MUST SUSTAIN LOADS IMPOSED BY CLAZWO SYSTEM AND. BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH Q 2 CLU$IFR At ttU]IFA AT TYPICAL ANCHORS: SEE ELEV.FOR;PACING TRANSFER THEM TO THE BUILD44C STRUCTURE. STD.FRAME HEAD AND silt_ a01.rAH1E6L9CK Q103 SRr/6a[�00(DtDS ,r x011 00118 0 a 4 6 a. r'-' - -�1- --AT IAMBS- 4 _ PRIM Wa01x HIMM EXT.(+)L'XT.(+)a1T.(+) Ext(+)F7 -0)-4xL(+) TYPE'A'- •1/4"X 3�i/4'ULTRACON BYD'ELCO' (F°-177 XSI.Yyc155 xst) TYPE'A'- 4'OFA InT a nM BY`E1 .O' (Fu=nr Xu F1k+{5a KSI) wpw 0xxi6 iNi- 1xT.- Irr.- 1Rdr.- wr.- INT.- i THRU'IBY'BUQKS INTO CONCRETE INTO 28Y W000 BUCKS OR WOOD•STRUCTURES i G 24-1/8 aa0 - - 6UA - - w 1=f/4"MIN.EMBED INTO CONCRETE it 1-1/2°MW.PENEFRATIDN INTO WOOD 3a-t{e•• 80.0' 76.2 60.0 - i THRU 2BY BUCKS INTO CONCRETE I i T11RU 1BY BUCKS INTO CONC.OR MASONRY i sa-t/a• •� 72,4 eao T' 68.7 80.0 - 1/2'MIN. EMBFb INTO CONCRETE 1-1/4' MIN. EMBED INTO�CON6. OR MASONRY. pO • 9- 4-/a• •♦ EGA iff Ard 63.4 Bob - _ � ••••• 84,1/6 '2.8 80. - 9.0 60.0 60.0 i TYPE'B'- ,)J-4'x a^1/4"ULTRAGON BY'ELCO'(F.-177 0.FY-155 HSI) l)TYPE'B' T/4'DLA ULTRACON BY'ELCO' (F°=177 XSI,FY-1155 KSI) i. • 24=1/a Bob - - sob - - DIRECTLY INTO CONCRETE. DIRECTLY INTO CONIC.�OR MASONRY b-1 pC ••••• ••••• .30-1/8 • eao, - .o - - i 2'MIN.EMBER ii 1-7/4'MIN.EMBED INTO CONC.OR MASONRY i I U��m • 36-1/e 78.11 saw •- wt.a ¢o.8 - e_SF_1_F DRILUNO SCREWS 11840E b pts} • 42-1/a •114 117.9 e0�6•J 6411 aoo TYPE'C'- 2,/4"DA. SELF ORI LNG SCREWS (GRACE 5 CRS) TYPE 'C'- 1/4"DL.. ( �. NM • 4e-1/a eza Bob - a9.1 Bo.o 00.0 i INTO MIAMI-DAD£COUNTY APPROVED MULLIONS(1/8'THK. MIN.) (l INYO f3U1Ml-DARE COUNTY APPROVED MULLIONS(1/8'THK. MIN.) i O$M ••••• art/e•• 60.4 -e0• :10W_t5_2_ 80.0 e0.0 INTO METAL SYRUOTURES INTO METAL STRUCTURES 'o •••• 1/e• •• ae.O .o - i STEEL: {/B'THK• MIN.(�y 36 KSI MIN.) STEEL! 1/$"THK. MIN. (Fy- 36 KSI MIN.) 1 + o • • 3o-1/e 79.7 e0A - zs.e 110.0 - ALUMWUM: 1/8"TNK. MIN.(8083-TS MIN.) li ALUMINUM; 1/8"THK+MIN.(6.063-TS MIND •••• 46-1/6 qq es 2 e�:b �•• 65.9 90,0 - (STEEL IN CONTACT WITH ALUMINUM TO BE FLOW..OR PAINTED�- - (STEEL'IN CONTACT WITH ALUMINUM TO BE PLATED OR PAIMED>) as-t/e••••• ets LOIS - mar 60.0 eaa l_ _. _ _ - - - - - - - - - - - - U ••••• 49-1/e • 86.7 e0.o - 6mr eo.a .m.oAT SILL - - - - - AMC=FOOE OISTANCES • 24-1/e • 50.0 60.0 FTYPE'BZ'-]/4'D0. ULTRA-CON BY'ELCO' (F.-177 Hsi,Fyobll XSI) INTO CONCRETE-OR MASONRY-2-1/2`-MIN. '30-t/e 73.9 e0. - 69.9 80:0 - iNto WOOD STRUCTURE>•1'MIN. 411:000 ao�t/e • .s6• 03.9 x Bob - DIRECTLY INTO CONCRETE I4ro METAL STRUCTURE a 3/4"MIN. as-1/e • s7.o e0A '60.0 _114,0 sob '80.0 1-3/4'MIN..EMBED INTO gONCRETE _ _ WOOD AT HEAD OR•JAMBS SO a 0,00 MPT.. • 49-1/6 • •• 51.9 77! 60A 483 711.9 114.0 - -' - - - '-' -' -' - CONCRETE AT HEM.SILL Oil JAMBS i'0 03000 PSI Affil. • 24=1/a 'e0A 0.0 - NOTE: 'C-9G HQLLOW%MLED BLOCK AT JAM T'M�-2000 PSI MV. OOil 0000* 30-1/0 •••• 60:0 - - o.0 - - '� ANCHOR CAPACITIES LISTED ON THIS SILL RISF,RS ' 30-�1/8 • • 59:3 eo.0 U0.0 59.2 00.11 Gob SHEET TO OF USED IN.CONJUNCTION SEE SHEETS 14, I5, 17& 1'6 FOR OFT16MAL SILL DETAILS 42-1/8 62.7 40.10 60.0 Fido 00.0 604 WITH.CLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY .-1/e 475 sob 60A 46.8 acO 'a0:0 LOWER APPLICABLE VALUES CONTROL, 54-1/a 44.3 60.0 60.0 •42.0 '40.0 60.0 3 TRACK SYSTEM SHOWN ALSO APPUCABLE ANCHOR TYPE B z ANCHOR TYPE B. 24-1/a .60.0 - - mo _ - TO.2 AND 4 TRACK FRAMES. PIRECTLY RtTO 3 KSI CONCRETE DIRECTLY INTO 3 XSI CONCRETE 30�1/0 60A - - 6o'o - - NLEAS,E SEE FOLL OWINO SHEETS FOR DETAILS. 38-1/4 148 65.3 60.0 '60.0 -02.5 60.0 '90.0 cTu1 42-1/8 49.1 60.0 40.0 46.6 Goo 69:0 48-1/8 445 ebb 80.0 4R.2 40,0 '80.0 a C d4-1/E 86.0 •. - 60.0 - - ._.._..:_ ... .... e 30=1/8 60.0 - - 57.2 60.0 60.0 r.1.1.1.1.':.'.: :.'.�':::•'.';.!." a .4!. : I : 1. 3e-SA Ill 61.9 sub 60.0 48.2 Gob 110.0 PRODUCT REVISED 42- 519 eo,9 '60.0 4].11 ed.0 00.0 as eomplYltlg with the FloHde J,, - ` ;••"�OENsp'••. Building 6Codde a .: -•3.5J8,'�, .• 4. 4 as t/a 41.6 60.0 6oA 39.4 .58.1 so.o Y NOA-No. 1 G 0618.06 >a P4-1%a 60.0 - - 00.0 - - TYPIC IN ANCHORS 0.70592 y so 1/a ae.s so.o $o.o S4:o sob• eoo g expiration Date 09/22/2020 PO t4 tARtiENEO^ IN Q�y�Bs -k 7 �A. se-f/a 120 49.6 60.0 60A 46.3 ao.o BO.o 'p -MET /NON-SHPoNIOIGE 'AT MTD.8119 t BY HIGH�STRENOTH OROUT '' OTAM,Or ;• � 42-i/a 431 eoA soo 40.g e0.q eao &INTERLOCK ENDS drawing no. 4a-{/a 36.9 88.4 eO.O ]9.11 m-A eao Miam de Pro uc Contra] I'e=80.00 PSI MIN. SEE LEVET W10-31 NOT fTY C.C.t. FOR QUANTITIES F! R1DP.•'0�� LIMIT Wj+)LOADS To 60.0 PSF FOR DOORS W/0 REINFORCING ALL SIZES MUST TRANSFER SHEAR , S/•'4"' uMIT EXT.(+)LOADS TP 80.0 PSF FOR DOORS W/RFJNG UPTO 96 IR HT. LOAGS TO STRUCTURE sheat 1$of 28 LIMIT Ekt+ LOAOS 10 60.0 PSF FOR DOORS W/110F.ABOVE 94 W.Hr.UPTO 120 IN.RON. I IL PRODUCT gREVISEDas {�v $ - I SEE SHEEP 15 FOR ANCHORS 6utl�ng Coadowith the Florida A7 n NOl 15.0819.06 3:: EDGE GIST. 3 5/8. EDGEEWE O,S, 38* EDGE DIST. 3 5/8' Expiration Date 09/2212020 z B ^� li a.•' MIUM- e Pronot ConVol o Op` u WEEP SIZE 1/1 aQa REFER TO SHEET 15 FOR VARIOUS df J-y 1 E 1 ® INSTALLATION CONDITIONS. ny ® ® OPTIONAL SLANT SILL ADAPTORS ills 1 9 i1 II I I it 11 I 0 np • I,l I � 0 V • I, , ', I I z �W • •• • •• I tl I'I I' DECORATIVE ••• • • • .1 II 'I 24 SILL COVER •0 In • • • ii I,I OPTIONAL C •• •• , I I 1 � D�N ••• • • • 1 y l } I m'On •• z u i•�• P+ W • _ rrl13 a ' d • • I 1 I 1 c_z 1 � • • • •••• li li i i ••• • ,I,1 I i d • • ••••• II I 1 • III iII 41 • • • J I .I I d • • • • •• , I I 1 SILL RISER 8 0 • • • I I i E8.1 READ.FOR.IOAUS g ••• • •••• • 1 ti POURED&HARDENED Illi I ABOVE PSF HIGH STRENGTH GROUT 0000 I I NON-SHRINK,NON-METALLIC 9 i I ! SILL RISER " a. EB ABOVE FOR LOADS Ye=5000 PSI OM. ABOVE+80 PSF NOT Try CGI wMDows MUST TRANSFER SHEAR e E7 LOADS TO STRUCTURE , p g .1 .l ��A�f W ..^....ft ��� .... ::::... '. �,fGENt?�e'••, n .. e'e 9E gg D �• •'.: B:: 1 ..' 'f '.a'f::, ^'::.':..•°. 3 KSI CONC. .. ':..`.. 13 KSI CONC. \ EOGE DI5L`'•( ••-,3 • •a. I EDGE GIST.••' '3 5/$ I E00E•DIST.,' •3 5. drawing no. SEE SHEET 15 FOR ANCHORS -�� % .. G W10-31 s••.....1A.. THREE f 3) TRACK DOOR DETAILS sheet IAof 2a TnmT1 'TYPICAL MICHORS PANEL WIDTH SEE ELtY. O ' FOR SPACING 1/2'MAX © ES D.L.O. O REINF.AS REDD. I H 1 O x m LOAD BEARING SEE CHART ON SHIMM16A 1 SHEET 13 FOR CAPACITY r•� f� I UO �/(]�) U3l�hQj LL --- _ -- 615 + 1 1 Q Qo 0 0 CO) 0 rtirnoo) M14A MISA -- - rQj. � lug W V N E21 1 E4 1q a.. 0. •° D.L.OPO. • EXTERIOR NOM.PANEL WIDTH PANEL WIDTH tai p • • 900 ;0 R'T F NTERLOCK INTERLOCK 9�95rAL �g •• •: • '�"s�-'i• (REINFORCED) DOOR FRAME WIDTH (FEINFGRCED) 0 •••••• O ••• •• 14 OR LAAER • • • WOO BUCKS • • • ®10 X 1-1/4'SS PH SMS N 0 NM Yd • Q 000000 1 PER CUP Q t7 ••• •• •• O•00 Do PANEL WIDTH © 3 PER PANEL C_z N AT 18'FROM EACH END M2 •• •• y2"IdUA• • AND AT MIDSPAN 1/4'MAX. _ 1/2'MAX. �0"'•• ••• •• LOADggBE6A1RING •••• D.L.O. LOAD BEARING d8 X 3/4'SS FH SMS LOAD BEARING METAL U GFI •A ••• • SHIM 1 PER CLOP SHIM STRUCTURE ••• •• Z • TYPICAL ANCH 00 RS• • --'= S ,$gid S ••• •• SEE •• - -- TYPICAL ANCHORS -- TYPICAL ANCHORS • FOR SPA 6• SEE El SEE ELEV. • • 0. FOR SPACING p FOR SPACING ••• •• • •p p p II o ri u - u c 19 t-.-'`• jjGG{{ii FIXED PANEL EXT. a -� EXTERIOR 11 I r o DOOR FRAME WIDTH DOOR FRAME WIDTH ` Y A err b o PRODUCT REVISED p�j ... !!� �� n DOOR FRAME WIDTH /2..OR LARGER WOOD BUCK es compliing with the FTorlda GBN •.® �� n Building ode OR Ni 'I S-0618.68 '•`. a }• WOOD STRUCTURE Expiratton Da 09(2212020 i• = '� L Y OP rdrowing no. Miaml- roduct o rol �� •.,F(OA10�` '\`�' `I`ti 0_31 THREE (3) TRACK DOOR DETAILS r aheet 17 of 28 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS _ 0 m^ � u3q EDGE DIST. A1 3/�" EOCE DIST. 1 3/4' a � I 3 KSI CONC. N n; .�4. I- I 31(SI CANC. f �h E3 WEEP SIZE 1/4" X 1/8" 8 Yi REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS C Id 11 LL Al 1 10 t1e (D Q� � tl; OPTIONAL SLANT SILL ADAPTORS I � � U B' O �, DECORATNE •• ' I 24 SILL COVER Z5 00 • • I �OPTIONAL o r I � ••• •• • • • • III y( C •••••• 0:04 •• • • yy 0 141 • x a o � / d 'O ••• •• • {s� , , CZE [kkr] -0 o •• •• 0.• �• • I , i a og • • • • • I , li O ••• •• II SILL RISER • • • • i E5.1 OPTIONAL FOR LOOS*00 •• • •• • I +t10 PSF • • • it O It t r` ••• •• •• • • ,� POURED k HARDENED ! ' II 1 g t� 0000 " HIGH STRENGTH GROUT ! ' SILL ISER G ? I NON-SHRINK.NON-MET tIC S S f'e=5000 PS!NTN. ES REOD FOR LOADS p § , NOT BY CGI WINDOWS � ABO -150 PSF 4 MUST TRANSFER SHEAR L�jl LOADS TO STRUCWW M g B B1 1 D1 � p• 1 �a �`s p 1 Et \^gx 2 N j o &3 PRODUCT REVISED ... .. '-- ..... ..... as coma lying with the Florida �I •• �� �+ as con o e �� � •'uC N.4�c n a NOA No. 15-0619.08 N _ - q•• - O • d• • ,• 1 Expiration Date 09/22/2020 `{g I• /) 1} -g \ :'•': ::.. .x',..••.:'a..lWg 3KSI CONC. \ •'�: ::• .x%,,'.•' a. I.-. •-3 KSI CONC. BY •s /y�I� .EDGE DIST. 1.3/4". t5 .EDGE 01ST. 3/4� Mlam- Product Control giA OP :.�� drawing no. SEE SHEET 15 FOR ANCHORS � R10.•�� SEE SHEET 15 FOR ANCHORS TWO (2) TRACK DOOR DETAILS �SiON�'I'�'�� sheet 18 of 28 itlll [ TYPICAL ANCHORS SEE ELEV.FOR SPACING o 1/2"MAX. PANEL WIDTH x 3 LOAD BEARING $10 X 1-1/4'SS PH SMS I PANEL WIDTH GO1 PER CLIP O 1 M2 X 3/4"ss FH sMs Fi D.t o. J 1 D.L.O. a $ � 1 PER CUP tU E8 QQ q z o V is ..".tl,• O O QO Q lJ Q��ig� EO .-. EO ASTRAGAL d N D.L.O. NTERLOCK U m FIXED PANEL . (REINFORCED) �' M � NOM. 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Vq'/J`� ABOVE+60 PSF NOT BY CGI W ® m INDOWS ® 1 MUST TRANSFER SHEAR a E7 LOADS TO STRUCTURE OO m® O ® m 1 II pod rid' 1 vj '.a— 70682 .............. .... _. . a� ... �..M � .•...�� .a•.s d•: :.a. { 3 KSI CONC. �• �r35/B < 1 3 KSI CONC. EODE DI$T EDGE01$T •.r �" .- L /ff EDGE DI*T.• • I a . •3 5� 8 OI/1°� � drowinq no. SEE SHEET 15 FOR ANCHORS Frog"1� W 10-31 FOUR(4) TRACK DOOR DETAILS ��s`4jOINA1�``�� sheet 20 of 28 TYPICAL ANCHORS SEE ELEV. PANEL WIDTH FOR SPACING 1/4"MAX O II2" GZ EB LOAD BEARINGMETAL LOAD BEARING SH1M STRUCTURE SHIM N164 1 _ TYPICAL ANCHORS w. . - SEE ELEV. p o __ FOR SPACING Z ��n FQ• ° � E�J n N W z l- N ° M14A M16A R If N a a �a EXTERIORrr :•• 0 h-, 0 89OLd ••• •• • • • EXTERIOR #10 X 1-I/4'SS PH SMS V • • • • • 1 PER CLIP, C 0000•• No •6•• • • • • • DOOR FRAME WIDTH LZ d PER PANEL 9t • AT 18"FROM EACH END U2 N v3 • IXB.OR LARGER ••-•••• AND A7 MNSPAN 1/4"6UIL O +' • WO D BUCKS 1/2'MM. LOAD BEARING d 3 n •••• • •• •• •• LOAD BEARING X18 X 3/4'SS FH SMS METAL Z • • • 0 SHIM 1 PER CUP SHIM STRUCTURE ^ •60 0 • •6• 006000 v�g1j �a�� • • •••• n $o` SEECAL ELEV�cFioRS1 210M. ° TYPICAL ANCHORS Gi U F • • • DS ING • go** FOR SPACINO SEE n FOR ELEV,SPAC •00• • p • • • • 6006 •• TYPICAL• • • • __ n 'm c Sgp gp 0060 • FOR 6 • tl N °&gp@5 • • p i ♦ N N u G K n — u Oma Ei N - - w .�>L EXTERIOR I 111 EXTERIOR V PRODUCT REVISED DOOR FRAME WIDTH DOOR FRAME WIDTH ae aomplying with the Florida _ 0892 Building Code •i�- � � � � NOA-No. 15.0899.06 2X8 OR WLGER WOOD'BUCK Expiration Oats 09/2212020 ''�' � drawing no. WOW10-31 OD STRUCTURE By 10P•.•''��• ' Nliem- a e pr uet ono FOUR (4) TRACK DOOR DETAILS rl 11II I sheat 21 of 28 F� of qg s ar 11-Ea $ 810-16 x 1/2' HH SELF ORILUNG SCREWS a O 1 AT 6'FROGS ENDS& 12'O.C. 0 M , I r o ` O SIO'CORNER O 135' CORNER O J _ a `I 10-2d X 1/2' 810-24 X i/2' G1 I FH THREAD CURING SCREWS FH THREAD CUTTING SCREWS AT 6'FROM ENDS do 12'O.C. AT 6'FROM ENDS &12'O.C. Q $ ,I G :••• C(n k •••• f O==N •••• • • • • 2 E32 ;NM • • M M -03�^ • • • • 2 •• _�b4' ♦ o • • •• • •• • • • EXTERIOR ••♦• • •••• ♦ • EXTERIOR D ° • • .L.oPc. •••• PANEL WIDTH PANEL WIDTH DOOR FRAME WIDTH ODOR FRAME WIDTH 810-16 X 1/2' HH SELF DRILLING SCREWS AT 6'FROM ENDS& IV D.C. DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY °a x ``�TfT1111 11 T,' o '1 PRODUCT REVISED All!v�d_�i as complyyinngg with th•Floridu .''VO - �'r0✓ ,� Building Code NOA-No. 15.0698.06 .70892 a $ exiration D to 08/22/2020 pI 5 gy IlFt'�f . drawing no. Miam-owe ProductControl pa1.Spp,y��� W10-31 MALi�` sheet 22 of 28 mmt EXTERIOR MOUNTED POCKETED JAMB • TTYYPEC A, a OROC Z hg O AT 8'FROM ENDS AND 9'O.C.INTO WOOD/CONC./METAL sqq5 s 8'O.C.INTO BLOCK ONLY p y H 1-1/8"MIN. 1_1/2"MIN.WOOD EMBFD SEALANT EDGE DIST. t-1/4'MIN.BLOCK EMBED yy 1-3/4'MIN.CONC.EMBED TYPICAL PAD P I LATION 0" MIN.METAL THICKNESS CO BLOCK D yF WOOD Q a g METAL a CL p 4� ® EXTERIOR n � c s• � • � ono *:so • TYPICIR AT PAIL g CO BIERS POCKET CANTY NOT 8Y CGI N N M m • •f••• NOT PART OF THIS NOA ; M • TO BE REVIEWED BY AHJ -0 •••• • •• •• •• C Z� ••• • • ••• •••••• tDp • • DOOR FRAME WIOlT1 ••••►• • • • • • • sets NOM.PANEL 4110TH •••• • 2 • • • «'I :vrn X852l{�gg •••• • .>y•• ♦ • O O O O O ::q I PRODUCT REVISED 11 as Com I l: with the Florida 66 Ba11dInB HOA-No. a 15.4618.06 9 O O O p O ('•;;•;•.:• ::! O Expiration Date091XV2,020 Miam- e ro uo Contr Y � e - 11 I it EXTERIOR o. 0692 drovingo no. Fx N. W10`31 ''''���o A��1�C,• ah..t 23 of 28 CODS PART No. DESCRIPTION MATERIAL MANUF. REMARKS It UU Et Cal-1B3 FRAME SILL 2 TRACK 6083-16 CGI EXTRUDER - X11•-l—/Al o E2 CO-151 FRAME JAMB 2 TRACK 6083-T6 C01 EXTRUDER - E3 001-188 FRAME HEAD 2 TRACK 8063-T6 CGI EXTRUDER - �.. n, E4 CCI-153 _ EXTERIOR INTERLOCK 6083 TS CGI EXTRUDER E5 CRO-154 INTERIOR INTERLOCK 6083-TB COI EXTRUDER E6 COI-155 MARL STILE 6063-T6 CGI EXTRUDER - 3g E7 CGI-158 TOP&BOTTOM NORM 6083-TB CGI EXTRUDER - yS� 4 R u E8 CCI-157 SRL RISER 6063-T6 CM EXTRUDER - ED.1 CGI-181 ALT.SILL RISER(OPTIONAL) 6063-TS CGI EXTRUDER E8 061-198 INTERIOR TRACH A5iRACAL. 806J-T6 CGI EXTRUDER - V EIO CGI-159 MTERLOCK REINFORCING(LENGTH=FP ME HT.-87 6063-T6 CGI EXTRUDER SINGLE LOCK; FOR ALL PANELS WITHOUT CORNERS Eii CGI-162 FRAME SILL 3 TRACK - 8063-T6 CGI EXTRUDER TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT G� p E12 CGI--161 FRAME JAMB 3 TRACK - - _ 6063-T8 CCI EXTRUDER MAIN STILE AT 40" FROM BOTTOM Q 61 Ela cart65 FRAME HEAD 3 TRACK e0e3-T8 ccl ExrRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) E14 L'GI-186 OUTER TRACK ASTRAGAL 6083-Te COI EXTRUDER - ZINC RECESSED ADAPTOR (PART SGD-503) (PSOI-0036 117) 300WH} ZINC HANDLE SET (PART #SM5500) & (PART #SM2 EIS C6h170 POCKET HOCK 6063-T6 CGI EXTRUDER J a Ets CGI-121 7/16'GRASS GLAZING BEAD i663-T5 CGI EXTRUDER - ZINC KEEPER (PARTSGD-507) (PARTSGD-507N) Q b E17 cal^123 1'CLASS GLAZING BEAD 6083-TS COI EXTRUDER - Eta CGI-153A Damon INIERLDCX (OPTIONAL) 6063-T6 CGI EXTRUDER - DOUBLE Z.00KS• RE4D. AT 90' AND 135' CORNER PANELS ONLY s N Et9 001-154A INTERIOR INTERLOCK (OPTIONAL) 6083-16 CGI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78° FROM d N E20 C01-155A MAIN STILE (OPTIONAL) 8083-TB CCI EXTRUDER - BOTTOM c 1 SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) ss n Eli CGI-tseA TOP&eoTroM HOIDZ (OPTIONAL) 8063-T6 col EXTRUDER - SECURED WITH (2) 10-24 X 1/2" FH SCREWS s E22 •ODGI-1115A ASTRAGAL (OPTIONAL) 6053-Ta CGI EXTRUDER - BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED 3 -y G ER-T A471tACAL(OPIIONAi) 8063-T8 CCI EXTRUDER - CONNECTING BAR (PART AHD-3310142) 8 i••• •E24 cat-180 DTCOROM SWR.COVER(OPTIONAL) x063-T6 COI EXTRUDER - ---- ZINC HANDLE SET c U3 :000 2,30&4 TPA X FRAME SRL SCREW COVER 6063-T6 CGI EXTRUDER - SECURED WITH (2) 6-32 X 1-1/2' OH MS •O STEEL KEEPER (PART #HD-3310143) •••• •E2 • 'j 2,,3&4 FRAME HEAD SCREW COVER 6063-T5 C01 EXTRUDER - l7 h o • E27 COI-186 FIRME�AMB BREW COVER(OPTIONAL) Bass—T5 ccE rxTRUDER SECURED WITH (4) 10-24 X 1/2° PH THREAD FORMING SCREWS 6 CGI-18 • E25 CGI-1028 F TRACK 6063-T8 CGI EXTRUDER 00001•E29 •6001-1029 FRt�6ILL•tdrRACK 6063-T6 CGI EXTRUDER - Ti , E301 0 f TRACK 8083-TB 001 EXTRUDER C_Z •6 6• E31 CGI-1GS7 FEMALE CORNER ADAPTOR(90') 6083-TB C61 EXTRUDER - _o-" *00 E12 -1 F ADAPTOR(135') 6063-T6 COI EXTRUDER • •E33 0CGI-105 M"QP ADAPTOR 6063-T6 CGI EXTRUDER - TLL3ff Q •••• r12 001-382V GIAZWG UTAB VINYL(OURoMETER 75-80 SHORE A) PVC - - • CCI-1710 E (2-1/2'LONG) 6063-TS - 3•FIXED PANEL •••• •cd L*3 I'"*AM tADM NYLON - 2 PER FIXED PANEL. 6 F E AR ITUFT&PAD PDE _ WOOL/NYLON SULLIVAN 1 PER IMERLOCK/ASTR. , • W23201NG P•E 9YH CEfERFINWCOLUL7IRAFAR OR EOUN. - •• o- RO M RAIL FFEIO:R,i'IANC,2 AT FACT END AL.UMNUM CGI FJ(TRUDER 4 PER BOTTOM RAIL °••1i"t ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPEW9LE PANEL 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST - AMESBURY 2 PER OPERABLE PANEL Son-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED 10 SGD-503 8 M14A PSOI-0035-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHFD TO M16A M15 SGD-507 KEEPER _ __._ZINC SULLIVAN INST.W/R Lt10X3/4'PH MISA SOD-S07H KEEPER ZINC INTERLOCKS INST.W/2/10X3/4'PH MI6 SOD-503 RECESSED ADAPTOR ZINC SULINAN INET.W/2]10X3/4'FH °c MI6A PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS DIST.W/2 P10X3/4'TR M17 SGO-5500 HANDLE SET ZINC SUUNAN/INTERLOCKS - M16 SM2306WH HANDLE SET OPTIONAL ZINC SULLIVAN y\\11 T T l M78 SCS2000 SILPRUF SEALANT SILICONE GE - PRODUCT REVISED ............. ae no P1412 with the Florida �.� J tR� •.o M2D W-177 PANEL TOP&BOTTOM DUST PDE - WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL Dutldln0 Code 1: 01 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL NOA-No. 16.0619.06 .70692 M22 WS-201 SILL INTERLOCK PILE PAD WOOL. ULTRAFAB OR ECUN. Expiration Date 09/22f2020 /) M23 HD-12-10042 ,350'REACH POCKET SEAL - AMESBURY - L l'1� dfoWing no. S2 _ $10 X 1 1/4'LG PHL.PH.SMS. ST/ST.ASSEMBLY SCREW - - 2 OR 3 PER CORNER By � � Miam- a otlact ontro '� '•F[ loP,r'�e`\ W10-31 77si���'j4i��\` (sheet 24 of 28 4.735 5.921 -^1 1.340 1.340 p V 0 - .675 120 1r M .070 .070 o .99� .OSo •985 .885- .OSO- 8 O q .860 .847 lgp �.., -T1.260 gj -�. 3.255 1.184 "�1.184 3.255 H 4.250 4.250 ��O Q FRAME HEAD (2 TRACK) 0 FRAME HERO (3 TRACK) '070 GLAZING BEAD - GLAZING BEAD 070 a LAM.GLASS INWL.IAM.GLASS a p .999 '895 8 y .075 07S 1.508 1.188 v q `�yg .070 2.600 070 2.800 E7 TOP/BOTTOM HOW (OPTIONAL) 8 �p 1 1'OP/80TTOM HORIZ r� .640 .763 - 3.000 .725 .065 .884 .1�� Afi0 1.831 3.000 Q 1' T .070 .986 .070 �j _ s� 4.735 5.921 .126 a -dI' .158 m€ O1� q'b M2 FIX.PANEL CLIP 3.�0 1.480 1.415 E7 FRAME SILL (2 TRACK) 0 FRAME SILL(3 TRACK) .120 .750 3'750 2'005 EXTERIOR INTERLOCK (OPTIONAL) 2.005 m :**1 • • •. • • • 2.755 .070 1386 m ••• •• • • • 125 Q MAIN STILE .685 3,'150 MAIN STILE (OPTIONAL) • " 0 • • .070 • • 3.000 .265 2. 3.000 a o Uj ••• •• • • • 1.870 .995 ,095 • •••• • 1.610 .09b O Co h • • • 3.510 3572 a� ••• •� •• ••• • 1.610 1.670 mNMid SILL RISER (OPTIONAL) 1.67<S 1.415 1.770 1.d 15 •• •1 00 ••• ••• • .070 1.770 .060 .060 O • •• L3.188 3.572 z 1 N •• • ` 1i • • • • ••• ZW 2.005 .070 .070 2.005 O g ••• •• 2.005 - 1.255 1.625 U 2 ••• •• • 00 • •• • • 2.005 INTERIOR INTERLOCK .882 INTERIOR INTERLOCK (OPTIONAL) o 1.256 • • • • • E74 OUTER Tf&CK•AISTRAGAL ST • 9 INTERIOR TRACK ASTRAGAL STILE 1.186 2.120 0 2405-4 '-'•572 • 000 •• •••• • • 09S _ � INTERIOR TRACK ASTRAGAL • • _ POCKET HOOK (OPTIONAL) .741 gg 0000 ,060 1.831 .825 o g 1.501 2.591 - 'a 3.341 .156 3.760 1.920 .082 e 8 Qz 2.810 3.000 .155 III9. Ii am .825 •y o 11 S E4 EXTERIOR INTERLOCK •070 ® o x 2 .625 Ee.t SILL RISER(OPTIONAL) 3.510 SILL COVER OPTIONAL) 11 11 III III o 1.825 1.870 ���` Ni, b +1 1.600 PRODUCT REVISED �� �'• OEN � �-��r as aomplytog with the Florida 9 .125 7 1.310 Building Code - • 0682 NOA-No. 1"619.08 2 005 f Bxplrationveto 09/2212020 oFJBrowing no. OE23 By %.�fr•••.!C......••G\ W10-31 Mlami-gas ProductControl7 /QUAL�% INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) I111t 11 Sheet 25 of 28 - .12.5 1.815 2.270 060 o .128 1.886 .128 .128.18Q 1.650 8� .125 c q y�y 4 FRAME HEAD COVER Q S 3.828 4.765 .066 pr, 77a 1J168 .126 1.485 oeo °p: .190 .774 ,190 J. 1.8121 � �.6a0 2.412 /� 1.520 .71�--hey=.,,�I,080 Jd- O m u 1.886 \ / -d 1.34'/ I .344 .. H 2.581 9, b-.626 8. 3 a FRAME SILL COVER ° E2 G E31 FEMALE CORNER ADAPTOR (89) E32 FEMALE CORNER ADAPTOR (135') E33 FRAME JAMB (2 TRACK)MALE CORNER ADAPTOR .243 G1�IL 1.375 e.z 1.791 060 p 1.820 m •• � U • • tJ FRAME JAMB COVER g � • • • ••• • •• 5.951 ,080 .620 .725 N ••• •• • • • • • • • • .OB$ .126 0fu 000 •• 0 • .545 • • •••00• 090 1.620 1.806 .065 C • I ••• •• ••• 00000 N M 1 • • •• •• • 000 000000 .825 .664 n • � � •• •0 • •00• C35LL N •••••• • • FRAME JAMB (3 TRACK) FIXED PANEL CLIP § • • • • 0000 ••• 0• o 0000•• O • • • • ••• •• • •• 0000•• O • • • • • 000 0000 • ••• •• • • • 0000 c6gz �ip� '' o o�Bo • 'S g K �- � PROas DUCT EVith the Florida ` '• Jas@0'0.0 '� n $ 'adding Cod• N 592 A i ..A-No. 95.0699.06 `y�7 t r %* g y u Expiration Date 09/22/2020 ir��0= draw Mlumh Product control S..FfaRIOA.• Si�idAL��` sheet 26 of 28 7.750 .825 .887 1 250 / 52 08 Oma.¢ U fi E28 FRAME HEAD (4 TRACK) /-�� / 2.600 0 .753UL / Qa 0 au 7.730 O FRAME SILL (4 TRACK) p L 1 e • j.375 • •e - n ••• •• • • • • • • • FRAME TOP CORNER •• --� 0r4 TRACK SHOWN J R A �`�'i ❑WW 0 04 •• • • ••• 0 •• • • • N CO30• • 1.620 d a3IIi 0NrMM�emnm 00 ese • • • 0 7.7V • 000 ••• •• • •k. •100•••• O 00 �• 0 .080 0004 •e ••df- •010 0 / 52 ••e• cc .625 E30 FRAME JAMB (4 TRACK) aM"SS �0� 11 I tr+ :- PRODUCT REVISED as complaing with the Florida : •• CEN@�c 0.0'0 8 80111 ode o.70682 .0116-0619.06 _ Expiration Date 09/2212020 y4 ` o ,", drawing no. 1111ank db Product Central � R1 11 (' : W10-31 FRAME BOTTOM CORNER SS/O....... 4 TRACK SHOWN +r rrr{ll + Is. et270f 8 r 52 M O I �- 01 d!Q�µu�yl�1 g n �1 Hill gas N v Ym •• FRAME TOP CORNER FRAME TOP CORNER g c • • 7 TK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER $ 0 ••• f ••••- • • • • tdREREO BEAD CORNER(TYPICAL) � O 0000•• 0000 • • • • • � � • • 000000 S2 L • •• •• O S N o 0000 • •• n ••• • • ••• 0000•• O r7 • • ••• • • 0000 0000•• • • � • • • • 0000 g � rn 0^� . :••• : • 0000•• � U��� • g 0000 • • •• •0•••• � 52 �`� 0 • •so • S2 •00• • 0086 • • g • f � 1ii33 •00• Q COs PANEL TOP/BOTTOM CORNER Y SQUARE BEAD CORNER(OPTIONAL) 1 1111 /j o t- PRODUCT REVISED '• ce s8'' . as comple with the Florida FRAME BOTTOM CORNER FRAME BOTTOM CORNER Building Code _ QS92 3 TRACK SHOWN 2 TRACK SHOWN NOA-No. 15-0819.06 Explratlon Data 0812212020 ,' s DF �� droaing no. BY Mla 9AM Product Control Innnttt ehest28ot28 s x _ w � � . • ® a �� � - BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval r ao USER:Public User f. Product Approval Menu>Product or Application Search>Application List>Application Detail I • • FL# FL20470-RO Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan]. King, P.E. r1 Validation Checklist-Hardcopy Received Certificate of Independence FL20470 RO COI CERTIFICATE OF INDEPENDENCE xx.odf Referenced Standard and Year(of Standardt ••• • StMllar : ••• Year •• •: •04S-M Clita •• 1996 00 000• • •.451%62$43: ••• 1999 ASTM D635 2003 ASTM D638 1996 • ••• A"984 ••• ••• 2000 •• : • AT4G26. • • • 1995 00 ••• • •*A•STM•CR7 • • 1997 TAS 201,202,203 1994 ••• • • • • ••• • • Equivalence of Product Standards • • • • • • • • Certified By : i • : :•: : • • • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/13/2016 Date Validated 10/27/2016 Date Pending FBC Approval 11/01/2016 Date Approved 12/14/2016 Date Revised 12/20/2016 Summary of Products Go to Page 0 (0 Page 1/20 0 FL# Model,Number or Name Description 20470.1 a.Thermo Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20470.1 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.1.r)df additional use limitations,installation instructions and product FL20470 RO AE TT-Plastics.1.pdf particulars, Created by Independent Third Party: Yes 20470.2 b.Thermo Tru Fiber-Classic and Nominal 68"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door with Sidelite(s) (Inswing/Outswing; XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 20470.2 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.2.pdf additional use limitations, installation instructions and product FL20470 RO AE TT-Plastics.1.Ddf particulars, Created by Independent Third Party: Yes 20470.3 c.Thermo Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 20470.3 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.3.Ddf additional use limitations,installation instructions and product FL20470 RO AE TT-Plastics.1.pdf particulars. Created by Independent Third Party: Yes 20470.4 d.Thermo Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes •• ••• • • • Cre4gd by Independent Third Party: Yes A Design Pressure: N • g / • • •• • • EValeation Reports Other: See INST 20470.4 for Design PreSjure%:tits:a4y ; H204% RO AE EVAL 20470.4.Ddf additional use limitations,installation inatsuctie"andeprodOct FP2(?40/0 RO AE TT-Plastics.l.pdf particulars. Created by Independent Third Party: Yes 20470.5 e.Thermo Trus MAClassic abd•;• Nor;isal.810,"Impact"Opaque Composite Edge Fiberglass Smooth-Star • • • • Sit?Q?DDor;with Sidelite(s) (Inswing/Outswing,XO,OX or • • • . :• OYO @orWiiserations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.5.odf Approved for use outside HVHZ:Yes,• • • • • •••Verified Cy: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes : Independent Third Party: Yes Design Pressure: N/A • 0 0 • 0 Ev8Iu1h 1Pn Reports Other: See INST 20470.5 for Design Pr%oWre�Itat? J ias� • •FL.��l4 O RO AE EVAL 20470.5.Ddf additional use limitations,installation instructions and product FL20470 RO AE TT-Plastics.l.pdf particulars. Created by Independent Third Party: Yes 20470.6 f.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.6.r)df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 20470.6 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.6.pdf ajgAienal use limitations,installation instructions and product FL20470 RO AE TT-Plastics.1.pdf arh rs. Created by Independent Third Party: Yes 20470.7 g.Thermo Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Single Smooth-Star Door(Inswing/Outswing; X configuration) imits of se Installation Instructions ed for use in HVHZ:Yes FL20470 RO II INST 20470.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 20470.7 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.7.pdf additional use limitations,installation instructions and product FL20470 RO AE TT-Plastics.1.pdf particulars. Created by Independent Third Party: Yes 20470.8 h.Thermo Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Single Smooth-Star Door with Sidelite(s)(Inswing/Outswing; XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.8.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20470.8 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.8.odf additional use limitations,installation instructions and product FL20470 RO AE TT-Plastics.1.pdf particulars. Created by Independent Third Party: Yes 20470.9 i.Thermo Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20470.9 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.9.pdf additional use limitations,installation instructions and product FL20470 RO AE TT-Plastics.1.pdf particulars. Created by Independent Third Party: Yes 20470.10 j.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass Single Smooth-Star Door(Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 20470.10 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.10.pdf additional use limitations,installation instructions and product FL20470 RO AE TT-Plastics.1.Pdf particulars. Created by Independent Third Party: Yes 20470.11 k.Thermo Tru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass Single Smooth-Star •• ••• . . • Door with Sidelite(s) (Inswing/Outswing; XO,OX or OXO • • • • • • c4fiaurations) • •• • • Limits of Use •• •: : • • • IriStql&Ilon Instructions Approved for use in HVHZ:Yes •• 000 •• • FL20470 RO II INST 20470.11.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A • • • ; • • EvsaluataoroReports Other:See INST 20470.11 for Design Ftress:re Ratings,anY •EFL-2 EM AE EVAL 20470.11.pdf additional use limitations,installation jMstrucfipns an61 producU FI#2047© M AE TT-Plastics.1.pdf particulars. 000 • ••• • Created by Independent Third Party: Yes 20470.12 I.Thermo Tru Fib er-Classi can. • •• NojninaI$'0"Impact"Glazed Composite Edge Fiberglass Smooth-Star • . . • • • Doeble Door with or without Sidelites(Inswing/Outswing; XX • • • ••• or�XyO.*configurations) ••• • • • • • • • Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 20470.12 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.12.odf additional use limitations, installation instructions and product FL20470 RO AE TT-Plastics.l.odf particulars. Created by Independent Third Party: Yes 20470.13 m.Thermo Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door with "Non-Impact"Sidelite(s) (Inswing/Outswing; XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.13.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 20470.13 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.13.odf additional use limitations,installation instructions and product FL20470 RO AE TT­Plastics.1.odf particulars. (For Fiber-Classic and Smooth-Star doors,this Created by Independent Third Party: Yes product approval requires the use of"T'part numbers for these doors,which have been stained or painted within six months of installation.) 20470.14 n.Therma-Tru Fiber-Classic and Nominal 68"Impact"Opaque Composite Edge Fiberglass Smooth-Star Double Door"Non-Impact"Sidelites(Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.14.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20470.14 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.14.pdf additional use limitations,installation instructions and product FL20470 RO AE TT-Plastics.l.odf particulars. (For Fiber-Classic and Smooth-Star doors,this Created by Independent Third Party: Yes product approval requires the use of"]"part numbers for these doors,which have been stained or painted within six months of installation.) 20470.15 o.Thermo Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door with "Non-Impact"Sidelite(s) (Inswing/Outswing; XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20470.15 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.15.odf additional use limitations, installation instructions and product FL20470 RO AE TT­Plastics.1.pdf particulars. (For Fiber-Classic and Smooth-Star doors,this Created by Independent Third Party: Yes product approval requires the use of"Y'part numbers for these doors,which have been stained or painted within six months of installation.) 20470.16 p.Thermo Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Double Door"Non-Impact"Sidelites(Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II 20470.16 INST.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20470.16 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.16.odf additional use limitations,installation instructions and product FL20470 RO AE TT­Plastics.1.odf particulars. (For Fiber-Classic and SmooVPAtat t4orl,ttis• • •Created by Independent Third Party: Yes product approval requires the use of'7"part nurribersfQr ;•; '• these doors,which have been stained or pa+ntettwAinsix. • • • • months of installation.) •• ••• •' ' • 20470.17 q.Thermo Tru Fiber-Classic aqd �•� Norrgnal 6$"Non-Impact"Opaque Composite Edge Fiberglass Smooth-Star ; s;e • • Sin:gl:DQor:Inswing/Outswing; X configuration) Limits of Use • • ' ' ;• �InstablaAon Instructions Approved for use in HVHZ:Yes i.• i ••• • FL28470 AO II INST 20470.17.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A ••• • • • Ev4luati§n Reports Other:See INST 20470.17 for Design Pr4surj Rati4gs,aw FL10470•RO AE EVAL 20470.17.odf additional use limitations,installation instrfctio1%j%c:prPd:ct FL"jOA•IO.RO AE TT­Plastics.1.pdf particulars. (For Fiber-Classic and Smooti4tiariloorsptM, • 9Cr*ated By Independent Third Party: Yes product approval requires the use of"]"part numbers for these doors,which have been stained or painted within six months of installation.) 20470.18 r.Therma Tru Fiber-Classic and Nominal 6'8"Non-Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door with Sidelite(s) (Inswing/Outswing; XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.18.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 20470.18 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.18.pdf additional use limitations,installation instructions and product FL20470 RO AE TT­Plastics.1.Ddf particulars. (For Fiber-Classic and Smooth-Star doors,this Created by Independent Third Party: Yes product approval requires the use of"J"part numbers for these doors,which have been stained or painted within six months of installation.) 20470.19 s.Therma-Tru Fiber-Classic and Nominal 6'8"Non-Impact"Opaque Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.19.rdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 20470.19 for Design Pressure Ratings,any FL20470 RO AE EVAL 20470.19.pdf additional use limitations,installation instructions and product FL20470 RO AE TT­Plastics.1.pdf particulars. (For Fiber-Classic and Smooth-Star doors,this Created by Independent Third Party: Yes product approval requires the use of"J"part numbers for these doors,which have been stained or painted within six months of installation.) 20470.20 t.Therma-Tru Fiber-Classic and Nominal 8'0"Non-Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RO II INST 20470.20.i3df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20470.20 for Design Pressure Ratings,any FL20470 RO AE 20470.20 EVAL.pdf additional use limitations,installation instructions and product FL20470 RO AE TT­Plastics.1.pdf particulars. (For Fiber-Classic and Smooth-Star doors,this Created by Independent Third Party: Yes product approval requires the use of"T'part numbers for these doors,which have been stained or painted within six months of installation.) Go to Page 0 0 Pagel/20 0 Back Mext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval AA,"7llccepts: 000 •.' r 3fear0 0 • . ... ill ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. .% '�� THERMAITRU® :.W. 0 ` in DOORS =oto`: Fiber-Classico & Smooth-Star. F;`�`�` i Eo�a ®'v U N •;Z Z� Z � U COMPOSITE EDGE W 37.75"MAX O.A.OA. b d N 9 o O a. FRAME WIDTH a m a a g GLAZED FIBERGLASS SINGLE DOORz �� 17 8 La INSWINGJOUTSWING A 9 "IMPACT' / 25 20 O ENERAL TES••• • •• o z_ •* fihls product evaluatlorfiftwing has Peen do loped In compliance with the 5th Edition(2014)Florida Building Code 3 ¢ ¢o •••�FBC)IncludRr4tRe�gl Velocity F}y°tcone Z%e°(HVWI. 2 09 rr� 33 • • • 0= O �w 0 g •2. Product anchor4hall be as listed owein W as shown on details.Anchor embedment to base material shall be !E X e m ¢o beyond wall dressing or stucco. 0 O 6 Ec . �'N e••• •• •• •• N= ry= O 7) 0 W •3.•When used t1 th�V"thls prod46gp pTiWVI1 h Section 1626 of the FBC and does not require an Impact resistant °p ,A w 0 a • Poverng. a a 4. When used i wWa Mtllde of the?NHr re uglh wind borne debris protection.this product complies with Section • W.12 of thetBC andEoes not req�e a� pact resistant covering.This product meets missile level'Y and Includes m 'go••••w•I,d Zone 4 as difined in ASTM E ljv4q 4Ss(Won 1609.122 of the FBC. `e' ••,�,•F@r 2x stud framing gstruction,am taftoottRese units shag be the same as that shown for 2x buck masonry G • construction • • • so }' • 6. S e condltioru�nQt�eylate tram the V aSs of t:s drawing require further engineering analysis by a licensed engineer Z c ••••S reg[steredprchhTTtteecct.• 0 $ 7. Oulswing configurations using Coastal Sig(item#19)&Composite Sill(#am#16)under active doors meet water Infiltration requirements for°HVHZ°.Ali other configurafiore do not meet the water lnfl Infion requirements for the o °HVHr and shag be installed only In non-habitable areas or at habitable locations protected by an overhang or a canopy such that the angle between the edge of canopy or overhang to sill is les than 45 degrees. a o t; TABLE OF CONTENTS SHEET# DESCRIPTION DESIGN PRESSURE(PST) DESIGN PRESSURE(PSF f LOCK INSWING OUTSWING w z 3 1 Typical Elevations,Design Pressures&General Notes CONHGURATiON HARDWARE a a 2 Door Panel Detaffs POSITIVE NEGATIVE POSITIVE NEGATIVE m 3 Elevations z 4 Horizontal&Vertical Cross Sections(2)(Buck) x Latch&Deadbolt +55.0 -55.0 +55.0 -55.0 z z 5 Horizontal&Vertical Cross Sections(1X Buck) [7� -TF-08/02/1& 6 Horizontal&Vertical Cross Sections(Direct to Masonry) % x Multipoint +55.0 -60.0 +55.0 -55.0 WALEN.211 a w 7 Vertical Goss Sections(Thresholds) B Buck&Frame anchoring See Sheet 3 for Hardware Specfffcaffons °"°•BY. JK m 9 Hardware Details OWL BY: LFS 3 € 10 Glazing DetaiBe nW�WiNG Na.: 11 Components FL-20470.7 12 BID of Materials a c sHEU__L OF 12 9 ' vv `��ttutn�rrir Z° 'O��n , zon P Z oaoo / Y o xZ� / arng 9d0a ' HARDWARE TABLE 0Z MANUFACTURER' MODEL 6 X 3 3 3 6 KNOB: F51 4 5 6 6 SCHLAGE LT: •• DEADBOB60 rr g o • � •••• • •• KNOB: SIGNATURE SERIES •••: • •• KW(SEr DEADBOLT: SIGNATURE SERIES(M) q •••• •:•••: • //� SEE HARDWARE HOPPE MULTIPOINT:MPDGART W w w S i• •• CHART (THERMA'TRU) (3 pl.Manual Tongue) m w 0000 •• • • / U 0 o � # 0000 • ••• •• •• o IF • a a 0000 • • •• 0.600• • • p m •66• 6 • an • 2 3 4 K 0000 •6.60 • • r •7 7 7 • • • • 66.66• 0000 • • to n 6 • z 0 $ •6•• to a a 6 G Q z v o d Q m o a Z ° Z DAA 08/02/16 mz SME N.T.S. a rnvc.er. JK m Nber-Classic/Smooth-Star Door Panel Options OHIO BY: LFS 3 Panel options shown are for iuustration and are representative only DRAWING NO, tt € (similar glazed panel configurations are allowed) FL-20470.7 W Sfm 3 or 12 N d �Ilulanrr�� E ° r * .ro >• g.`� $ M Z O CO 0 is 8p•,Z Z E, MZ 0 SS n6 0.W C 17 N 7 O t 8 � mdafti gE$ o`Zd Ld a 40 41 42 6 Y S EXTERIOR INTERIOR no wxv •• �o >` LL • • �� gycn c • • 000 • 00 0000 : • ••• : �1 VERTICAL CROSS SECTION z W ••• 4 Shown w/2X Buck E �w " oy LL :•••• • • • Outswing shown(Inswing similar) F m �� •0000 •• d • o ~ U O 9 • C 0000• • 00•>° • • 0.15'C-SINK 0.15"C-SINK ••••• • • • (TYP)�I ►j m F •••�•• I ITP) g 0000• 1 0000• p •• • • ° > • i s P p Nn _ • •• 6 6 ° n • o• • ° xx3ii ••••• •• O • INTERIOR Ln INTERIOR J •• d° ° e° .n Q a e z d z e ° L W a Q f EXTERIOR EXTERIOR 'm 23 24 ° z z 40 41 42 40 41 42 27 a EMB4°�i 29 1 1-1/4"MIN. DATE 08/02/16 i � EMB.(fYP.J sca.E N.T.S. DWG.sr: JK m 2 HORIZONTAL CROSS SECTION �1 �HORIZOMAL CROSS SECTIONCROSS SECTION CHK.er: LFS 3 4 Shown w/2X Buck 4 Shown w/2X Buck DRAWING NO, � Outswmg shown(Inswing similar) Outswing shown(Inswing similar) FL-20470.7 p N N sI— 4 DF 12 OIg 'a�'jl'� $ ?wZ�' E ° 0 ° ° ° zQ�`O��' z 1 X Buck to be secured toC I I I�4 ` o n m z° masonry by others o a o 9 e 0 0 t Y 5 m Y U V a j 'pLa 4 40 41 42 C z° 6 EXTERIOR INTERIOR ti N �m •• 1 VERTICAL CROSS SECTION Q �` • i •••• • •• $ Shown w/1X sub-buck R ••••0 • • • 0 Outswing shown(Inswing similar) A • zr zw $ •0 •• 00000 • • • E LL • • C • c • • • 00 U � • o � zo� 0000• •• • 0• C 0 ~ V • • • a daS 00 0• •j g•° • ••••0•• 0• E0000 • •• G 1 0000 000 0 ° 6 6 ° Ln • • ••v v z 1:00.. G Ligo. INTERIOR INTERIOR ° G N , o n Qa 2 i 23 24 EXTERIOR EXTERIOR o 40 41 42 40 41 42 27 A o u 1-1/4"MIN. 29 1-1/4°MIN. z � < EMB.(TYP.) 1 EMB.(TYP.) DAM 08/02/16 i 2sN.T.S. ° 2 HORIZONTAL CROSS SECTION cwc.BY: JK € g Shown w IX sub-buck �3 HORIZONTAL CROSS SECTION cxk ar: LFS 3 Outswing shown(Inswing similar) $ S own w/1 X sub-buck -ITN No.: Outswing shown(IrwMng similar) FL-20470.7 0 sxa:r 5 OF 12 r �Iluunlq�� ; �; St ,*M E4'���w MAX. MAX. y y`�• ' "T IINII 1111�� in 441 1 Ce�IN�TEPJOR 1 ` a $ $Eo z�o-4 oa 40 40 41 4 \ < 'm as a 12 aZNTERIOR EMM 8 �a'. a g CP 1�VERUCAL CROSS SECTION r44'1 VERTICAL CROSS SECTION Shown DPect to Mason v Shown Direct to Masonry o0 0 • • Outswingonly w/49/16 jamb Outswingonly w/6-9/16'jamb �o • • • • rn • • •••••• ~ Kz U pq •• •• • ••• ••• Yi •••• • E• • Z ••• ..• •. �. •.•• INTERIOR KI L • • • • • 40 41 42 N • op • •• •• o a o o z S •.• • • • e INTERIOR LA N 40 41 42 N M 0 o M �Y � M o a � 1-1/4°MIN. �" i � EMB.mPa m F a o E EXTERIOR E E ' m S 1-1/4'MIN. 1-1/4"MIN. EXTERIOR E Z z 1-1 MIN EMB.(ryP.) EMB.(TYP.) M EMB.(1YP.) °z DntE:08 02 76 Z SCALE N.T.S. If 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION 61 HORIZONTAL CROSS SECTION Dwc. arc 6 Shown Direct to Mason 6 Shown Direct to Masonry6 Shown Direct to Macwc er: LFS 3 7 6 Shown Direct to Malo Outswing only w/4-9/1 6'jamb Outswing only w/4-9/16 jamb Outswing only w/6 9/16jamb Outswing only w/6-9/1 6'jamb DRAWING NO.: Ft.-20470.7 0 SHEET B OF T 2 t7 a Notes: 1.SIR Item#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X 2-1/7'pfh screws at each end. SRI Item#'s 16&33 are attached to lambs w/(2)#8 X 2-1/2"pth screws at each end. ? Sill Item#15 Is attached to jambs uffrWng[4)#10 X I-1/T pph screws at each end. 6 * z INTERIOR EXTERIOR INTERIOR EXTERIOR r11111W, ` o °z° `f UN•; V 1-0 9mzd Z G a 40 47 42 8 40 41 42 9 y d o a 32 38 34 33 34 35 U 37 1 1Z m (� y SEE NOTE 1 SEE NOTE 1 0 54 a 9, S 10 •• ° ° ° ° qo x 0000•• • • • ° - p ° ° ° �� r �� o• • • • • _ ° ° ° p ° ° �( m o � •0900• ° �(n W �Z •• • ••••'• �1�VERTICAL CROSS SECTION o 0 LO ••••.• •• •• •• 7 Inswing Sill r221 VERTICAL CROSS SECTION a 0000• 09.9 i•9�•• 7 Inswing Sill a a '6 • m •999• • ••0• 2 •0000• • • E • • • •009 k 9 • ••:••• EXTERIOR INTERIOR ;'••' •'�'•EXTERIOR' INTERIOR •• • •• • Cn 16 17 18 19 40 41 42 z $ ••9•• • 41 42 • 7 10 V) 9••9 � 15 � a SEE NOTE I E SEE NOTE I E a >; d � ° z a p m Z U z DATE:08 02/16 z 3_ VERTICAL CROSS SECTION SCALE: N.T.S.DWO.BY: JK m] 7 outswng Sill(Coastal Sill Shown) 4�VERTICAL CROSS SEC17ON 7 Public Access Sill cwc.BY: LFS 3 OMWN'0 NO.: O: W FL-20470.7 0 D SHEET 7 OF 12 `��uur►r►j�► J� •• I�i�i ' ' m 'JE cp`1 * Om (3)#8x2-]/T .7�r it Pi��` 3 IR "R zmo PFH WS v oUz N•; JAMB TO HEAD DETAIL �f E z x z chi (TYP.) \ c g r o U. m d ° VOa ° 2X BUCK o p c ce o S HEAD&JAMBS J 1X BUCK :3 c) J :0. (TYP•) BUCK �tn • • ••• • •• M DIRECT TO c ••••• • • • MASONRY m • • 2X BUCK • N $ ••••• • • • FRAME� HEAD&JAMBS `� LL • • • (TYP.) o• ED ••••• •• •• o •• • • • • a u • 00000 • •••• a- 000000 • • ;o • • • 0000 •-p ••••• v V • • ••• ^O •I' N 0000• • •• •••6•• j • • • • Z 0000•• Of 0 a a MASONRY (TYP') 2X BUCK ANCHORING FRAME ANCHORING r g 4 F .o o z O Z U a DATE,08/02/16 Iz SCALE N.T.S. DWG.BY. JK m q CHK.BY: LFS 3 DRAWNG NO.: FL-20470.7 o SHEEP 8 OF 12 d z' ��11t11111//�I Z Z i♦,D O i Q•�19 a �• Q;.'�y�r ga `<a ill✓' �` a p y 2X BUCK L 28 IX BUCK G SEE HINGE ''��►/►1�Iltt���`` vii �O ^O zowd DIRECTTO M Q 26 DETAIL PP.) o N o z MASONRY Ndd� E a Z$z 2X BUCK 2$ \ N m a a 1X BUCK G E oz 27 —� O SEE TONGUE 8 cui DIRECT TO (� +. O g STRIKE DEIaL + 2X BUCK L o D MASONRY g ITYp.I LATCH&DEADBOLi DETAIL cr"y O %m 1 X BUCK G KwlTcset ' `° `� DIRECT TO M Q N S •• ® ��, MASONRY 31 o 0 • • •••• • •• /� Iy m W ••••• • • • SEE LATCH TONGUE SlR1KE DETAIL �� m • 2X BUCK L• • • &DEADBOLTMultipoint — w� m 3 00* DEfal SEELA&DFADDTBOLT m N ••••• 1X BOCK • • • • DETAIL r LL j a. O •• • o DIRECT T$ (yl •• 400000 MASONRY Somrity Sub ~ 0 o • Wlp Plate ••••• ••• • ••••• za, 2XBUCK• • ••••o ••••• 1X BUCK G • • •• N • •••• • • STRIKE JAMB HINGE JAMB STRIKE JAMB DIRECTTO M 00 _ • A BUCK 26 • Latch and Deadbolt Multipoint Lock MASONRY R z S i•••1jBUCK G •• • • Z' o DIRECTTO M • �j MASONRY LATCH&DEADBOLT DETAIL o L 2X BUCK u po n oc LATCH&DEADBOLT DETAILG 1 X BUCK Schlage 29 8 8B M DIRECTTO w i MASONRY a LL LATCH 8 DEADBOLT STRIKE DETAILS M DMIRECT TO ASONRY 24 23 MULTIPOINT LOCK STRIKE DETAILS o 0 Z U z DATE:08102 i L scat: N.T.S. ° 2 DEADBOLT STRIKE DETAILS HINGE DETAIL "BY. JK(Security Deadbolt Strike Plate) o EXTERIOR _�` '► " CELLULAR 1ITGLASS BITEd * $ GLAZING TAPE � ; z 477 a I"THK.GLASS '� 3•, ��� oa 118-TEMPERED GLASS ��i * \O�� > m 1/2"AIRSPACE ///Iiltlt\ Z 0 m zo 513T ANNEALED GLASS � p�v �N \ C Z 6ZU DOW 995 0.090 PVB INTERLAYER INTERNAL GRID(GBG) WROUGHT IRON INSERT V 9 0=a OR (SAFLEX OR KURARAY BUTACITE) mn:a� SIKA552 �_ 0 1/8"ANNEALED GLASS 8w #10X1-1/YPPH SMS o �a INTERIOR 3A SWIGGLE GLAZING SPACER 0 •f GLAZNG DETAIL 4 ry •• ••• • ••• ra•Aw Pails&SIdeReskame N m • • • • • DECORATIVE INSERT m i PRIVACY INSERT w� w �w N LL • • • • „ • •••••• 20.W D.L.O. v O •: 000 •i •. •• WIDTH 1"LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS & ~ V • • Y • ••• • •••• a] II k • � N •• •f• • •• i••••• • • • • m p •• f —.1%; = Z o • • • to #10X1-1/2SMS Z L c� (TYP•) v ¢ a a o LL 5 ALUMINUM FRAME )�..I z o �Z 3A AlgrrMnum Unpact L to Irame P. n; oAtE:08102176 i Door Panels&5ldelBes "L scA F• N.T.S. a ALUMINUM LTTE FRAME Mr.BY: JK n CHK.BY: LFS ; € DRAwwo No.: m FL-20470.7 0 SHEET 10 of 12 G d' �pNluurrrr� 4�'• 6 6� '. 759" 7.5"T-I N,: z * —Zn Q4 Q r- " '� 0.00 .....• •�Iy�`` °W'"� r Illltl rn 236"—+i o M m z INSWING THRESHOLD ��11NSWING THRESHOLD �l A'v 0 x d 32 Iruwing Bask Posed 7-1/T Shc WOOD JAMB z m z 0 IrowingBasicCompositeAdjustableSIR7-1/2' \ \ = m m V 56_J 4.56" 5.83 \ a 4.56" '� �o E oz & `a rn rn �0. 6 OUIMNG THRESHOLD o • 33 it=-- INSWING7NRESHOLD CompositeS91 �o LL • Inswing Basic Foxed STI Inswing Composite Adjustable SFlI MAX-9 PSF �i U z ti • • ••• • •• M*m waterNfflmBon is required) o ry 0000. 5.7.5' • • � e n V 0000•• w1i1 W O 0000 • • • 5.7T' Vl 0 4.56" O • D • 0000• • ••• ••1000 - • INSWING THRESHOLD } ••••• • •t s ng Mode I 501 /8 39 INSWING THRESHOLD �1 OUTSWING THRESHOLD m dsn • • • •••• Inswing Basic Composite Adjustable SN x Compos(te/Aluminum SBI Eo 0000• • • 0000•• p 0000• 5.7� • • • • xn i• •• ••• •• i 6.U' � J 0000 o o � n 18 OLRST THRESHOLD a INSWING THRESHOLD Compote/Aluminum Sm i; lr wing Moderate Climate SID jThennal Breakj i Qm ° �,1 PUBLIC ACCESS THRESHOLD 4 " Q 0 5.75' m z z DArE 08/02 7 6 i I SCAIL N.T.S. m d I 1 owa BY.. JK m ��1 INSWING THRESHOLD 1.79"'—►I F• 1.97 I JJJ--- E 3• Inswing Basic Fixed 5-3/4•Sitl oCOASTAL OUTSWING THRESHOLD DRAWING No.: a 0 8 SWEEP 9 SWEEP 10 SWEEP o 19 Wood I Aluminum SM FL-20470.7 N 0 sHEEr_IL OF 12 D Q `����nulrrr�i �/�4 BiLL OF MATERIALS BILL OF MATERIALS �a REM# DESCRIP71ON MATERIAL REM f DESCRIP17ON MATERIAL `' �S Y A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2'PFH WOOD SCREW STEEL ' B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL z 4, r•` C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL ��'�,~j•' �i°�y`� o M D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL �� MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL qr r 11tT z o w E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL a 8�z z G 3116'X 3-1/4"If W CONCRETE SCREW STEEL 29 4'X 4"HINGE STEEL L ?e o a J 114'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP Q H 9 a o a L #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP a LL . a:k T M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP E o= N 3116'X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP o 'In.1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP Of 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP no a 9 SWE6P(USE W/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP • •• S EE W/P4LIJ-,AltZESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP m 1'S P CESS THRtSHOL15 ALUM 40 DOOR PANEL(BOOK) w w o $•• ••P6 OUTSWIN6 THRES • ALUM/COMP 41 DOOR PANEL(HYBRID) • 17 OUT9WING THRES"LO•• ALUM/COMP 42 DOOR PANEL(U 1) - a m sow OMWINGTHRESH010 •• ALUM/COMP o • eow A WAOUTSWI N. VAHOLD ALUM/WOOD a a • #8 x 3/4"P•FH WOOR SCREW STEEL m 3 #'h x-,?/!1 FH W0QQJCMW STEEL • ••2i #10 x V PFH WOO SC STEEL t • N •ilii • it •ilii• s i i •i i iii • *6 CONCRETE ANCHOR NOTES: Z g •••• •••• i•i i 1.Concrete anchor locations at the comers may be adjusted to maintain the min. N • • edge distance to mortar joints. iul i•4P i 2.Concrete anchor locations noted as'MM.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the MAX.ON CENTER"dimension are not exceeded. a 3.Concrete anchor table: ir g ANCHOR ANCHORMIN, MIN CLEARANCE MIN.CLEARANCE g 70 MASONRY TOADJACENT w i TYPE SIZE EMBEDMENT a v" EDGE ;ANCHORITW ' 0 5 LL TAPCON 1/4" 1-1/4" 2" 4"ELCO 0 0 Z c z ULTRACON® 1/4" 1.1/4" 1" 4" DATE:08/02/16 3 scue N.T.S. ITW ® 3/16" 1.1/4" AS SHOWN 1.1/2" 6 TAPCON I DWG.BY: JK m '2 WOOD SCREW INSTALLATION NOTES: CHK.RY. LFS '+ 1.Maintain a mWmum 5/8"edge distance,Vend distance,&1"o.c.spacing of DanwwD NO, € wood screws to prevent the splitting of wood. FL-20470.7 0 p SHEET12 OF 12 u a