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WS-17-1465 Permit No. WS 17 Asa y,� Miami Shores Village P+ e t T ?G: Jindows(Shultters �n 10050 N.E.2nd Avenue NES1C8 # 'it# + tJDEfQt`Ra@1 Miami Shores,FL 33138-0000 Phone: (305)795-2204 e_Aem#,S AIPIPVEP 6J&1201Expiration: 12/03/2017 7 Ex ip� Project Address Parcel Number Applicant 1048 NE 99 Street 1132050180180 Miami Shores, FL 33138-2639 Block: Lot: CRAIGL STEVENS Owner Information Address Phone Cell CRAIGL STEVENS 1048 NE 99 Street (305)331-1945 MIAMI SHORES FL 33138- 1048 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone fValuation: $ 25,067.00 PRESTIGE WINDOWS&DOORS (305)820-5999 Sq Feet: 0 Type of Work:REPLACING 3 DOORS AND 16 WINDOWS TO Available Inspections: No of Openings: 19 Inspection Type: Additional Info:REPLACING 3 DOORS AND 16 WINDOWS TO Window Door Attachment Classification:Residential Final Scanning: 13 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $15.60 Invoice# WS-6-17-64174 DBPR Fee $4.35 06/06/2017 Check#: 1935 $329.30 $50.00 DCA Fee $4.35 Education Surcharge $5.20 06/01/2017 Check#:1948 $50.00 $0.00 Permit Fee $290.00 Scanning Fee $39.00 Technology Fee $20.80 Total: $379.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict cqp if' with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assumerespon ability for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for CAL,PLU ING MECHAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWN S AF I I i .th t e,oreX going information is accurate and that all work will be done in compliance with all applicable laws regulating con ructio and zo in a mo I:lut orize theabove-named contractor to do the work stated. i June 06, 2017 uthtirized Signature: caner / Applicant / Contractor / Agent Date Building Department Copy June 06,2017 1 -Y� �i� ��aYi � C,��i 7-'J -.�� Miami Shores Village RECEIVED Building Department artment JUN 01 7017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �/ Tel: (305)795.2204 Fax: (305)756.8972 ��"'1_ ��` 44\ INSPECTION'S PHONE NUMBER: (305)762.4949 -5.h FB�C 220 BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type BUILDING ROOFING JOB ADDRESS: c City: Miami Shores County: Miami Dade Zip: 3 b Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 6, ��l � Z- Address:I ()L-f �5 1 p`� f q S � �e City: LA c fA 1')-) ,I � State: A Zip: 3a I Tenant/Lessee Name: Phone#: Email: r �D�s �% ✓1�; l.�i Ph neW,0S r) f eeO CONTRACTOR:Company Name: Address: e K>W I E, City: )0!!� S 0. y State: Zip: Qualifier Name: C��a'`T i y—,M ( CJI e�. Z Phonei S�a State Certification or Registration#: C8-SC, 1 Z S 1 6!s� 'I Certificate of Competency#: Contact Phone#: Email Address: C V-'%<� n Lx& r�'.SV s J�� l rifoo d�• C 0 � DESIGNER: Architect/Engineer: C�UJn��f-C d' 1 ✓` Phone#: Value of Work for this Permit:$ 0) /1J71 I Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace rr ❑Demolition Description of Work: A C � G( IO Uj /')Ctl�S pR; e n� p CLC . r Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ �1 �� Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Co ct The foregoing instrument was acknowledged before )m�,e thisZ40 The foregoing instrument was acknowledged before me this,04 day of 20 ,by C � L-' S`tCM�s1S day of '`'� c�_' 20 111 b C I ) (,k- &C4 UL"G who is personally known to mP nr c=ho has produced who i ersonally known t e�. �o,,has prod"§SE GUZMAN `'o•. Notary Public-State TF As identification and who did take an oath. as ident _wbgplJ#W BnFF21*8501 NOTARY PUBLIC: NOTARY PUBLI ";Op��` My Comm.Expires Oct 18,2019 Bonded through National Notary Assn i4eSign: Sign- p Print: Print: My Commission Expires: F '? W COMMISSION 0 FF918778 My Commission Expires: EXPIRES September 1S,2019 '�� ySsnnmoan pon � APPROVED BY v Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) G 1r CONTRACT Total#of Windows: 16 5500 NW 181st Street,Miami,FL 33014 Total#Of Doors: 4 P.305.820.5999 I www.prestig&Mndoor.com I LIC#CBC1251687 PO# 17020132 Sales Rep: Christopher Rivas CUSTOMER INFORMATION NAME Craig Stevens PHONE 305-331-1945 JDAT. April 7th,2017 ADDRESS 1048 NE 99th Street EMAIL Dadr333Cc]vahoo.com Miami Shores,FL 33138 '0a NAME 17020132 SUPPLY ALL MATERIALS FOR THE FOLLOWING CUSTOMER SUMMARY: 1 CGI SENTINEL IMPACT WINDOWS&DOORS PER ATTACHED QUOTE#253863 2 WHITE ESP ALUMINUM FRAMES,LAMINATED IMPACT GLASS,CLEAR(NO TINT),GRIDS, 3 WHITE HARDWARE ON OPERABLE WINDOWS,SCREENS INCLUDED ON OPERABLE WINDOWS 4 THERMATRU 3/0 X 618 FIBERCLASSIC,FLUSH(WOOD GRAIN),IMPACT RATED HVHZ SWING DOOR(ENTRY DOOR) 5 JELDWEN 2110 X 618 SMOOTH PRO,FLUSH(SMOOTH),IMPACT RATED HVHZ SWING DOOR(REAR GARAGE DOOR) 8 THERMATRU&JELDWEN DOORS COME UNFINISHED/UNPAINTED.PURCHASER IS RESPONSIBLE FOR FINISHIPAINT. 7 AMARR 1000 SERIES WHITE FLUSH GARAGE DOOR,16'X 7'.NO GARAGE DOOR OPENER INCLUDED. NOTES 1 INCLUDED:STANDARD ENGINEERING,STANDARD INSTALLATION,DRAWINGS,PERMIT PROCESSING&PERMITFEES 2 EXCLUDED:FLOOR/T/LEREPAIR(ONLYiFDAMAGED),PAINTING,ALARMREPA/R,MAJOR STUCCO REPAIR, 3 WINDOW SILL REPLACEMENT(ONLY IF DAMAGED),CURTAIN DAMAGE,&CUSTOM CURTAIN REMOVAL 4 EXCLUDED:ENGINEERING LETTERS&SPECIAL INSPECTIONS REQUIRED BY C/TYICOUNTY 5 6 SECURITY BAR,SHUTTER,&AWNING REMOVAL:NOT INCLUDED 7 ADDITIONAL COST OF$100 PER OPENING FOR SECURITY BARS,SHUTTERS,&AWNINGS 8 INCLUDES TOUCHING UP THE STUCCO IN AREAS WHERE THE SHUTTER SCREWS ARE REMOVED ONLY. 9 ACCORDION SHUTTER REMOVAL/S FREE OF CHARGE ONLY/F PRESTIGE WINDOWS CAN KEEP THE SHUTTERS. 10 /F A SHUTTER DOES NOT ALLOW FOR THE INSTALL77ON OF THE NEW WINDOWIDOOkR AND PURCHASER DOES NOT 11 WANT TO REMOVE THE SHUTTERS,PRESTIGE WINDOWS IMLL REMOVE AT NO ADDITIONAL COST BUT PURCHASER IS 12 RESPONSIBLE FOR REINSTALLATION OF SHUTTER. 13 14 PURCHASER AGREES TO ALLOW FINANCING COMPANY TO FUND 100%PROJECT TO PRESTIGE AT PASSING OF FINAL 15 INSPECTION.90%WILL BE PAID TO PRESTIGE AND PRESTIGE WILL GIVE 10%TO PURCHASER TO HOLD UNTIL 16 RESOLUTION OF PENDING SERVICE. 17 PURCHASER AGREES TO SIGN AND COMPLETE ALL FINANCING LOAN DOCUMENTS AT DELIVERY.DELIVERY WILL NOT 18 OCCUR WITHOUT THESE COMPLETED FORMS.FUNDING WILL NOT OCCUR UNTIL FiNAL INSPECTION HAS PASSED. 19 20 10%DEPOSIT TO BE REFUNDED TO CUSTOMER AT YGRENE FUNDING. DESCRIPTION OF WORK PROPOSAL PRICING VALID FOR 30 DAYS Remove old windows and doors SUBTOTAL: $ 25,087.87 Clean and inspect openings Referral Client Discount $ 2,280.72 Install new windows and doors GRAND TOTAL: $ 22,807.15 Anchor with approved tapcons DEPOSIT UPON ACCEPTANCE: $ 2,280.72 Caulk&seal inside and out PAYMENT DUE ON DELIVERY: Y rene Clean work area BALANCE ON PASSING OF FINAL INSPECTION" $ 22,807.15 Haul away old windows,doors and debris for proper disposal *FINAL PAYMENT CANNOT BE HELD DUE TO STRESS CRACKS, Sweep and vacuum all work areas MANUFACTURER BACKORDERED MATERIALS,ERRORS,OR DEFECTS Perimeter caulking on stuccoed areas(we caulk before the stucco) Patch perimeter stucco&interior dry wall where necessary PRICE DOES NOT INCLUDE ANY FINANCE FEES Moving furniture for install and restoring to original location once opening completed 3%FEE PER CREDIT CARD TRANSACTION(NOT INCLUDED) Covering&protecting furniture during install. IF FINANCING IS CANCELLED,CASH TERMS WILL BE ENFORCED Provide partial release of lein with every Invoice,if necessary. 50%DEPOSIT/40%DELIVERY 110%COMPLETION Coordinate all inspections as required by agencies having Jurisdiction over the work. HOA Approval Required YES 0 NO [] Mgt Company Phone The above prices,spectfications,terms and conditions are satisfactory and hereby accepted.You are authorized to do the work as specified.Payment will be made as indicated above.Materials remain the sole property of Prestige Windows&Doors until)the job is paid in full.If it becomes necessary for Prestige Windows&Door,to employ a collection agency and/or attomey to collect on this bill,I undersigned,agree to pay all court costs and attorney fees.Any alterations or deviation from agreed plans lrmlving extra costs will be executed only after written and signed changed order and will become an additional charge. vv NO VERBAL COMMITMENTS FROM THE SALES PERSONWILL BE HONOREDl.1 PURCHASER: ten I l '9�ye%x S SIGNATURE: V DATE: i — 7 --1:7 5126/2017 Property Search Application-Mami-Dade County rvjS; d When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the IMPORTANT assessed value of the property may reset to full market value,which could result in higher property taxes. Please use our Tax Estimator to approximate MESSAGE your new property taxes, The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. j Address j Owner Name Folio - - -- - -- SEARCH: 1048 ne 99 st Suite Q PROPERTY INFORMATION Folio:11-3205-018-0180 Sub-Division: MIAMI SHORES SEC 8 REV IN PB 43-69 Property Address 1048 NE 99 ST Miami Shores, FL 33138-2639 Owner CRAIG L STEVENS Mailing Address 1048 NE 99 ST MIAMI SHORES, FL 33138 PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ http://www.miamidade.gov/propertysearch/#/ 1/8 Miami hores Village Building Department u,..� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 OR1UH Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement• alifier/ ner S' Date Print Name vis 1 G® JOB DESCRIPTION: REPLACING 3 DOORS AND 16 WINDOWS TO IMPACT 11. 10A. 10B. 9. 8. 1. Horizontal Roller 6.6 Panel Solid 12. Horizontal Roller F12. FAMILY ROOM KITCHEN 7. Window OX Door Window OX 26"x 38" 34"x 82" 36.5"x 62.75" 13. 65/65 65/65 65/65 6. NOA#15-0929.13 FBC#FL16708.1 NOA#15-0929.13 14. BEDROOM 2 2A.Casement 7. Horizontal Roller 13. Horizontal Roller egress Window Window OX Window OX GARAGE 31.5"x 62.5" 36.75"x 50" 74"x 50.5" LIVING ROOM FOYER 60/60 65/65 65/65 15. BATH 5• NOA#15-0512.19 NOA 415-0929.13 NOA#15-0929.13 8. Horizontal Roller 14. Horizontal Roller 2A. 2B. 2C. 3• 4. 2B. Fixed Picture Window OX Window OX 6. BEDROOM 1 = Window 63"x 62.5" 53"x 50" 74"x 50.5" egress Q 1. 65/65 65/65 M 46.5/415 NOA#15-0929.13 NOA#15-0929.13 17. NOA#15-0413.03 �^ 9. Horizontal Roller 15. Horizontal Roller 2C.Casement Window OX Window OX Window 53"x 38" 36.75"x 38" 31.5"x 62.5" 65/65 65/65 �/ f7 60/60 NOA#15-0929.13 NOA#15-0929.13 NOA#15-0512.19 10A. Horizontal Roller 16. Horizontal Roller M Window XO Window OX Tube Mullion 73.5"x 62.75" 74"x 50.5" 1 x 4 x 62.5" 60.2/60.2 65/65 105/105 NOA#15-0929.13 NOA#15-0929.13 �''' < CRAIG STEVENS NOA#15-0420.08 M 1048 NE 99 STREET 3.6 Panel Solid 10B. Horizontal Roller 17. Horizontal Roller ® MIAMI SHORES, FL 33138 Door Window OX Window OX 37.5"x 82" 73.5"x 62.75" 65/65 53"x 50.5" 100/100 60.2/60.2 NOA#15-0929.13 FBC#FI-10537.1 NOA#15-0929.13 NOA#15-0929.13 4.Overhead • •' ' PERMIT • Tube Mullion •• • • ••• • Garage Doorp v rp7 • • • Miami Shcres Villa a 16'x 7' 45.8/49.3 ,�, APPROVED BY DATE NOA#15-0505.16 NOVA-0-N219-0S . ... ... 00 5. Horizontal Roller 11.Single French : : % : : : - ZONING DEPT Window OX Door �•• �. �. ••• ••• .•0 37"x 38' 37.25 x 80.625" BLDG DEPT J �� 65/65 80/80 -A_ NOA#15-0929.13 NOA#14-1015.04 ••• • . • • •�• • t SUBJECT 10 CCNIPI Y'NCE WI r41 ALL FEDERAL • • • • • • • • • • STATE ANj(-CI-jN f HL LLS AND REGULATIONS ••• • • • 49 • • 08!17/2016-11:1 lam RECEPTION VAPrcjects\2014-MPS\400 Wind Charts\Referencel00-MPS14.400 Series C&C(Current)Jeff.dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft) Roof Tributa Area(Sq Ft) 1.TABLES ARE INTENDED TO kSC�T1'THE'WORST CASE'PRESSURES.'WORST CASE'IS Height SO 15 20 25 30 3 40 ASO` eight 30 15 20 25 30 35 q0 q5 DEFINED AS THE C t-CO 1TION17F-AN UNKNOWN VARIABLE AS DESCRIBED BELOW. .._ __ USE OF CRITICAL CO I71TI9NSR FOR-U H THESE TABLES. 0-15ft 43.4 42.4 41.6 41.1 -40.6 2 - -3 .30-15ft '53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALIDO L`(r t N)6S F ROOF HEIGHT AS LIMITED ABOVE. +40.1 +39.0 +38.2 +37.7 +37.2 +3 8I _ 6T 5 +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F RI1LL APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SH BE BY INEER AS A SITE SPECIFIC CONDITION. -44.0 -43.0 42.2 -41.6 -41.1 7I - 1 -3 8 -54.4 -52.2 -50.7 -49.5 -48.6 47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE Bl) AVE O,OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +40 6 +39.5 +38.8 +38.2 +37.7 +� 3 �3... 36.11 16 ft .MO 6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENITIFI D IUS KR Q G(HT. S.ALWAYS ROUND OOF-ti ,G-. LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft -44'6 43.5 42.8 -42.2 -41.7 41.3 :3 17 ft -55.1 -52.9 -51.4 -50.2 49.2 48.4 47.6 47.0 46.5 6.CALCULATE THE TRI B T4R��ARA EA=OF E OPENING IN QUESTION(HEIGHT*WIDTH)OR +41.1 +40.0 +39.3 +38,7 +38.2 +37.8 +37.4 fi36.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MU L BY N EFFECTIVE WIDTH THAT NEED NOT BE LESS 45.1 44.0 43.3 -42.7 -42.2 41.8 41.4 41.1 40.8 -55.7 -53.5 -52.0 -50.8 49.8 -48.9 -48.2 47.6 47,0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT'/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL 45.7 -44.6 43.8 43.2 42.7 42.2 -41.9 41.5 41.3 -56.4 -54.1 -52.6 -51.4 -50.4 49.5 -48.8 -48.1 47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft 19 ft TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. +42.1 +41.0 +40.2 +39.6 +39.1 +38,7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 7,IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 46.2 45.0 44.2 43.6 43.1 42.7 42.3 42.0 41.7 •57.0 -54.7 -53.1 -51.9 -50.9 -50.0 49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 46.6 45.5 44.7 44.1 43.6 43.1 42.8 42.4 42.1 -57.6 -55.3 -53.7 -5 A -51.4 --505---49.8. 4.9_.2 -48,6 S.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 21 ft 21 ft - - _ MUNICIPALITY IN ACCORDANCE WITH CODE. +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 - +39. - 39 5 +39. - $ +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.6 -58.1 -55.8 -54.2 -5 .0 °- =S .3 .6 49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22ft +43.4 +42.3 +41.5 +40,8 +40.3 +39.9 +39.5 +39.2 +38.9 22ft +43.4 +42.3 +41.5 + =_t46;, 9. -39.2 +38.9 GENERAL NOTES: 47.5 46.4 45.6 -44.9 44.4 44.0 43.6 43.3 43.0 -58.7 -56.4 -54.7 -5 .5 -5.5 - 8 ',50.1 49.5 SIGN 23 ft +43.8 +42.7 +41.8 +41.2 +40,7 +40.3 +39.9 +39.5 +39.2 23 ft +43.8 +42.7 +41.8 +4 2 -+_ +40.3 +39.5 +39.2 METHODOLOGY PER 1.TABLES ARE TO BASCE-10 SECTIOE USED IN N 2.4 1 AND CHAPTER 0 ARTANCE WITH'ALLOWABLE TIIEOR 3SS EUSING THE -48.0 46.8 46.0 45.3 -44.8 44.4 44.0 43.6 43.3 -59.2 -56.9 -55.2 -53:9- -52.b- - i2 - .6 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 - j .-+40.2 +39.9 +39.6 2•DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY 48.4 47.2 46.4 45.7 45.2 44.7 44.4 -44.0 43.7 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH N ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26 It -48.8 47.6 46.8 -46.1 45.6 45.1 44.7 44.4 44.1 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 27 ft 49.2 48.0 47.1 46.5 45.9 45.5 45.1 44.7 -44.4 27 ft -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 49.5 -48.3 47.5 46.8 46.3 45.8 45.4 .1� -44.8- -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES ND CORJiFSPONDING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft - - 28 ft COEFFICIENTS U 3TEQ HEREIN HALL E1E-0IC9'ATED AND VERIFIED BY THE GOVERNING +45.7 +44.5 +43.6 +43.0 +42.4 +4 -0 t43. Z +40. +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTME Ap_ OLDER ARRNTY FOR APPLICABILITY OF TABLE 49.9 -48.7 47.8 47.2 46.6 4 2 - A f- -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE D 29 ft - 29 h 5.THIS SPECIFICA 00 IS T R ANY PRODUCT APPROVED +46.0 +44.8 +43.9 +43.3 +42.7 +4 3 +41. +4 I M6.0 +44.8 M3.9 M3.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. RE TO RA Y pp MITTED TEST CRITERIA AND OTHER -50.3 49.0 48.2 47.5 47.0 4.5 7 -4 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DES G FILIATION` FCIRMATION AND APPLICABILITY OF THESE TABLE 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +4.6 + . +41.8 j; 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IS T B V By 0 IN ACCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL�E A�'L1 RO STEM ORDINANCES. 32 ft -51.0 49.7 48.8 -48.2 47.6 47. J 46. ` - 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATION EA FO E I RITY OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 4. 2.1 +47.0 +45.7 +44.9 +44,2 +43.6 +43.2 +42.7 +42.4 +42.1 B.EXCEPT AS EXPRESSLY PR V3Ol;�`.. EIN,NO ADDITIONAL CERTIFICATIONS OR 35 ft -51.9 -50.7 49.8 49.1 -48.5 -48.0 47.6 47.2 46.9 35 ft -64.1 -61.6 -59.8 -58A -57.3 4-56.3 5.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44,5 3.6 +43.2 +42.9 a=10%*OF LEAST HORIZONTAL DIMENSION OR 40%OF 4NTAL, PEAK ROOF -53.4 -52.1 -51.2 -50.5 49.9 49.4 49.0 48.6 48.3 -65.9 -63.3 -61.5 -60.1 -58.9 7.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEHEIGHT ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 4.8 +44.4 +44,1 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 49.8 49.5 -67.6 -64.9 -63.0 -61.6 -60.4 8.5 -57.7 -57.045 ft 45ft E HEIGHT +50.5 +49.1 +q8.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 M7.5 +46.9 5.9 +45.5 +45.2 F-56.0 -54.6 -53.7 -52.9 •52.3 •51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 9.8 -59.0 -58.3T0ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 50 ft +51.6 +50.2 +49.3 +4819•+4916 7.0 +46.0 +46.2 • QD -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -70.5 -67.7 -65.8 -:4.2 -63.0 -6.9 -61. .? -A.5 5 I ® Jr t aR +52.7 +51.3 +50.3 +49.5 +48.9 +48,4 +479 +47.5 +47.1 55ft +52.7 +51.3 +50.3 +405 +486 +4%4••*47&9 7.s•Fa7.1-58.2 -56.8 -55.8 -55.0 -54.3 -S3.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 54• 6.4.1 •631 •-62!1 661.3 -00.6 • ELEVATION60ft +53.6 +52.2 +51.2 +50.4 M9.8 +49.3 +48.8 +48.4 +48.0 60ft +53.6 +52.2 +51.2 +04 +49% +49.3••+48.8 +48.4* +18.0 WALL ZONE FIGURES �� SO RI HCD $ REMARKS GSS CHKD DATE 5TH ED. FW TnQ BlI I D NG CODE ENGINEERING m� O INITISSUE GSS TSB 03/05!12 Ri7�i vjj • • 0 0 oa m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12014 • • • • • • EXPRESS® o - aF REV 2014FBC DGM TSB 06/10/15 • • • • • • f A o C - AOCE 7-SQ,C�1APfFR;O• • •• • • CORPOMTE OFFICE: 2 �m m DESIGN LOADS':OR'COMPOANTS&CLADDING • 160 SW 12th AVENUE, SUITE 106 9 m z = MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 o'm m THIS DocuMEN IS THE PROPERTY of ENGINEERING EXPRESS. P:(954)354-0660 F:(954)354-0443 3 p „p Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PMT WITHOUT CERT OF RUTH#9885 �z q -- O I.- WRITTEN CONSENT OF ENGNEEWNG EXPRESS.ALTERATIONS, /��[� 7;-10 ':- : • ® ••• • • E:HELLO@ENGINEERINGEXPRESS.COM k O m ADDmONS,OR OTHER MARKINGS TOTHIS DOCUMENT NOT A • C� � ••• ENGINEERINGEXPRESS.COM '� PERMITTED AND NVALIDATE OUR CERTWICATION. • •• •• • • • •• •• 606 6 • 0 ••• • • f _ M IAM I•DADE MIAMI-DARE COUNTY M. 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.miamidadc.gov/economy CGI Windows&Doors 10100 NW 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(AHI). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality a"ssurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or 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%4h ttte Flor',c�,Puilding*:: Code,including the High Velocity Hurricane Zone. ' ...... .. . ...... DESCRIPTION: Series Clipped,Extruded Aluminum Tube Mullion--L.M.I.•••••• ;•9 0 0 APPROVAL DOCUMENT: Drawing No. M95-13A, titled"Mullion Elevations g1,Details3':*jieets 1, 1,. :• 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared byAkFarooti Corporatioq,,.00• signed, sealed by Javad Ahmad,,P.E., bearing the Miami-Dade County Product•Eo�rtrol Sedgy& Mevisiop..... stamp with the Notice of Acceptance number and Expiration date by the Mimi-P;de 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, cid, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if-there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-1220.15 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0420.08 C PDADE COUNTY Expiration Date: March 28,2018 Approval Date:August 13.2015 PSI115 Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series"Mullion Elevations and Details",sheets 1, 2, 3, 4,4.1 and 5 of 5, dated 11/25/95,with revision G dated 07/27/15,prepared by Al- Farooq Corporation, signed,sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2)Uniform Static 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)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion,prepared by Hurl.ica4e TestkNLair, Inc., •• • Test Report No. HTL-0080-0105-08, dated 03/26/08 for S'pac�iniens No..1 and 2, •• signed and sealed by Vinu J. Abraham,P.E. 664:96 •• • 0909:6 (Submitted under NOA No. 08-0331.07) """ • 2. Test reports on: 1)Large Missile Impact Test,Loading per SF4C,*]?-A 201•-V4*. •' along with marked-up drawings and installation diagram.of.au aluuainuin fixg j:••• window,prepared by Hurricane Test Laboratory,Inc. Test Report 44o. :'•0" ...... HTL-0080-0303-96, dated 03/06/96, signed and sealed by TAfd't 3.S.Marshall,P.E. -; . . . . ...... (Submitted under NOA No. 95-0929.39) •••••• 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per$FBC,r A Z02-91•••• along with marked-up drawings and installation diagram of fixed windo*4mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina,P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 04/13/15 and 07/25/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 Manuel P ,P.E. Product ControlVxainer NOA No. 0.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory,Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HT1 -Q080.0303-94Z6N&ued bx 6.6• Hurricane Test Laboratory, Inc., dated 03/06/96, signed and.stated by.Timothy S. .• Marshall,P.E. •••;•• •• 6 •••••• (Submitted under NDA No. 95-0929.39) """ • 6666.. 4. Laboratory compliance letters for Test Report No. HETI-9d-241,i-ssued•1:j*3*1ricane•••' Engineering &Testing, Inc., dated 02/12/96, signed and sealedM ebX.Hectgr yMedir�„••• 6666.. P.E. 6668.. (Submitted under OA No. 95-0929.39) 6'••6 6 • 6666.. G. OTHERS •••••• 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows&Doors for'tlatir Series"Clipped"Aluminum Tube Mullion—L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manue Per .E. Product Control Ea ner NOA No.15-"20.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-2 r p-1000-y�.12S �V 4- K" .250•HOLE I ro .12.5 ,125 2.000 LL3• 4.000 A TYPICAL y GLAZING PRODUCT 2.00" J• 3' 'y/.y, a O gg ISx- .332 X-.332 IN\4 J6p, 1.000 a w\3 CUP ANCL 6063-T6 —9. Q'D m MULLION iP• Q&a sos3—re aooD !! G�� x.125 6,000 1.000��.125 1 2,000 3.000 .000 a 3' 3• Ll la iiellfOrLJ 2,000 125 N 4.000 'W' DIMENSION 3.0011 �gMULLIONSCO TNG TYPICAL GLAZING PRODUC S � MULLION 'W-IN. HORIZONTAL OR VERTICAL a L L Y 1.888 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING o ft] 3' 2.688 �5f 4" 3.688 L8" 5.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. O AND CAN BE USED WITH ALL MIAMI-BADE COUNTY APPROVED to 'd Ix= ,9502 IN\4 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. QN c SX .8335 IN\3 IX=2.9762 IN\4 >F Sx = 1.4851 IN\3 .775 �+{ S N M 1X3 MULLION RECTANGULAR ALUMINUM TUBE MUL ONS G7 Inn 6063-T6 2X4 MULLION USING MULLION PROPERTIES ONLY o z 6083-TB �p�v NOTES: o 1.875 IRS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �2'000�1125I REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LHURRICANE ZONE(HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E:WIND LOAD,WATER �+ 4.000 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 1.000-�j LOADS TO THE STRUCTURE. S -c125 MULLION CLIP EOR 1 B TUBES ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT 0 R R CGI-383 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.), c S 6063-T6 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS OMNI ARE NOT PART OF THIS APPROVAL 725 &000 A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. ¢-1,700 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT iri ,125 • ••• • • • • • •• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE p m ^S III 4.000 INSTR Com:: 0 • • • REQUIREMENTS OF THE FLORIDA BLDG.CODE. •• UK ONARS AFD CLIS AS WLLOWS. 1-00 .123 • ST"T DETMINE DESIGN ftABOREAJIRED PER ASCE 7 _ FOR PARBCULAR OPENING. $ USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING Eilgr. KWD A14MAD PRODUCT REVISED •n e TEP 2 lorld� CML m complying wLLh The FeeeSSS ABOVE LOAD REOVIREIdENTS. FLA. 70592 Building Coda - 09990 3 II'FLu •QPNNECiPON TO MUU4PN AS F4R PRODUCT C•N•U Acce fence No l 2 4.000 • APFWOVAL.• • • • • • Bxpimtion Date j� a Ix 2.0374 IN\4 • USIAG GRIRHSdDN SHELL 24taRT MULLION SIZE WITH 42015 Sx a 1.0187 N\3 8.2757 IN\4 • $E'L� DESIGN RARINGOMOFIt THAN PESION LOAAD SPECIFIED BySx=2.7586 IN\3 • •• IN ST&1•AWM • • • Mi an adoMULLION CLIP FOR 2BY TUBES Lkoduct ••• • • • drawing no. USING ANCHOR TYPES OT4•SHEETS I&S,AND ANCHOR GRAPHS M9rJ-13A 1X4 MULLION 2X6 MULLION CGI-305 S7Ep 5 ON SHEET 3,SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 8083-T8 6083-T6 8083-TB BheOL � Of$ 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • r MULLION LOAD CHART a MULLION LOAD CHART MULLION LOAD CHART [� V 1'x2'xl/B-ALUM. TUBE 1xax1/B ALUM. TUBE Ix4x1/S ALUM. TUBE NO STEEL CGI1X2 NO STEEL CGI1X3 E..-P d+�V]N.STEEL COI1X4 -- FFFMULLION • $ Z Z " o m GLAZING GLAZING tL !� tv PRODUCT PRODUCE Imo' 5!--, S' O O CL O == v o ��- pp _ 6 0 A 99 aQa� Al 3m �� iMSCIDME7RTECfANGULARPoSHAHAPE O �`a J J B- HOMZONTAL MULLION HI � r LAZING �W m .fPRODUCT �� I PA4 \84- W2 T B 9' u 4-1 4' j GLAZING GLAZING 0 o PRODUCT PRODUCT '^ p �% m 4 1 O- Vl W 2$ 25 30 36 40 46 60 65 60 65 70 76 SO B6 2e 25 30 35 40 46 50 S6 60 65 70 76 8e 86 2$ 26 30 36 40 46 60 66 68 66 70 76 S$ 86 I MULLION SPAN I ZO TRIBUTARY SfIDTH-INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY MOTH - INCHES Q r ON LOAD CHART _ o z M`Mt MULLION LOAD CHART Q 2x4xl/B ALIB. TUBE $ B 2x6xve ALUM. TUBE CAL NO STEEL COLI%4 NO STEEL CGI2X6 � 66 74- /4' WIDTH (W) wt +W2 X 2 c�Qv to @ O m_ 84 MU LS AN 63 - g Z Z m��== m1•• •0• • • •• • • •• MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o " 74 �� • • 1/4 • • { .NOTE. 0 • I N, • • • • • • VERTICALLY OR HORIZONTALLY. o • • • • • • • • (INTERPOLATION BETWEEN WIDTHS ALLOWED) 8S Enprs JAVAD AHMAD CEIYI.. 92 PRODUCT REVISED G • • • • • as complying with Ore Florida I 04 I 2O' Building Code i tee • 2 • • • • • • AmplanmNa�S-��•08 a k • F,x"miionDate Q� g v 96' MUL BP ° • 1 • • ••• • • B • • • • • • • • f 7Q}5 Ivli DadcP`°dUR drawin no. 32- 144 132 • •• [T�ULLIONS M95g 13A 20 26 30 36 RI 45 60 WIDTH 60 65 70 76 BB 86 20 26 30 36 40 46 5$ 65 60 66 70 76 80 S6 TRIBUTARY WIDTH- INCHES TRIBUTARY WIDTH -INCHES sheet ,2 Of 'j ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \\��■■� : oil\\\■a a■IN ® . 11\\�■■■■■■■■■ 1\►\■\\a\■ ■m■■ a III on \\1\\\\\\\!! �■■ ►\9 soon NINE ►�N Bills an a 0 , - ■ I e on as .sono►■■©�■►e�■ f. ■131\\■►\■■■■ ■■o `\�■�� : \n�■��E��■N�� : NII■o��e�■�N�� Y missionL 1\11■\��■■L�-� : 11■■NI■■■L�� ; ►►111\■�\�■L : , \IN■■1111■■ "LIN E■■■■IIo . \IN■No■I■■■■■ on \N\ N■■■I■ r: �\111111111 \\\I\■I■■■N■■ : ■►Q�N■I■■■■■■■ �\►111\■I\noon■■ . . 1\\\1\�\N■I■N■■ . \1\\■■■III■■I■ z; \1\\�\\��■■■■ : . 001111, 1111Ms►1oN■■■ : \\;��MlI I■■■■ ■I■ ; Nl11�1�i■1■�II 1111111 .. �■., • o1il •►.B�.N�■.•. MR�i�\■■■111 ll►�►`1,,51111 ICs1�N 1111 ,OX111 ■�■��■��■��■ \d■►■!ills■■I noon\! e■��■�` •a/4"0 ULTRACON ��V I •1/I'LL 44 In ...1/4"0 ULTRACON Nkcit WDED BUCK 9'. 2/ANGLE .TO ACCObmDATE / 2 ALUMXANGLE •° 2 X 2 X 1/B" ° CLIP.ANGLE TO MASONRY 0 � z ALUM ANGLE t 3 2%StANGLE .M. _. 24 S.M.$./ANGLr - 2 AXLU ANGLLE S +3/ANGLE" ____ .'1/4"0 ULTRACON2//3M1GLE�•EMBEDc0 cd MMULLION MULLION "CONCRETE OR W ix�j 18Y OR 28Y 1 BY OR 2BY MASONRY BLOCKS WOOD y-rK WOOD BUCK MULLION MULLION 2 x 2 x 1/8" 2 X 2 X 1/B" ° O� 2 8°LO 0 2-5/8'ALUM ALUM ANALONG MU WON 2 ALUMXA1/8 __—T------- ___-7------- °° • 0 0 "e r 0 ' j 5 0 a N I`1 Nf ig 8:d __ Off._ I y ,.soo 1.eoo MAX. .. MAX- . — o 2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL 1.500 a'v. MAX. v 2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS o CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2'TUBE MULL 5a� MtwoN 3 SCREWS PER SIDE REQUIRED FOR o 1 I 19 4" & 6"TUBE MULLIONS 2 X 2 X 1/B" ALUM ANGLE I :. I i p 14 S.M.S. •• ••• • • • • • •• ---------- I r - i j 2/ANGLE • • • • • • • • • 20MOj I • • P f • • • • • S o o I 1 MIN. 1 I • •• • • • • ••• • . Q I NOTCH ANGLES To I MISS MARBLE SILL ••• 000 ••• ••• • • ••• OR TRIM I� Engr. •• ; t- d" ° d • C. MPRODUCT'REVISED aomldying viUl the�Florida ridaFLAPE 70892 ••• ••• ••• •••••• BuildingCodo I � • • Acceptance No nn i : ....•... .. .. • • • • • • • • • Hx-region Date wl8 b a •-•- a' e v - .a • • • • • • • •• • • i .'?vSILL'e•. a ° f •• •• • • • DY PRECASJ CONC., ••• • • f •• • 20 Flu dawio1/4"DIA ULTRACON .a AN. M95-13A sheet 4 of 5 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 414.0 ULTRACON MULLION CUP •-1/ � 4M. �°-1/4'0 ULTRACON .YO CH'WOO RUCK z a :9••• MULLION2/ANGLE TE .CLIP',ANGLE TO MASONRY Izp. a MULLION CLIPrF Q a IL ----- __ O -----�______ < `a ` d ----�— -- .9/4'o ULTRACON^:: 1 3/B'MIN. EMBEDANGLE2f00MULUON MULLION CONCRETE OR1BY OR 2BY MASONRY BLOCKS WOOD BUCK f OR 20Y N MULLION d' MULLION WOOD.BUCK ; P n MUWON tr ?S G e - ----rr --.... ..... —r� .,. I I I I O ----- I I � I I ?• I I i- �"'n I I I I I I Z I I •a z __-_L1_____ •d I 1 _O I I ' I I •' ' I I O I I A II '.<'a. p MUWON I f� I I I I I I I I „ i I •• ••• • • • • • •• ------------- c. NOTCH CUPS TO • •• • • • • ••• • g MISS MARBLE SILL SEE•SHEET•1 TOR OAPBLIC1IISUP MILLION°CLIP TO OR TRIM M OReA?TU8tRdULL10NS• • •• AND FOR FABRICATION OPTIONS OF MULLION CLIPS D+ar doAm AHMAD PRODUCT REVISED <° e y es complying with the Flolido I Se G e FLA.PE#tAN, 70 82 Building Code t de • ••• ••• • • • Atte lento No G d,. '_ • • • • • • • • • 6rplrelion DnleDf$ a I ° �. • • • • • • • •• • • By .•.e PRECAST CONI` gI 1/4'DIA. ULTRACON ••• • • • •• • / Miam ode Producl Controldr;/a/9-MIN. EMBED M95-13AJ2015 eheak¢,Iof 5 ... . . • • ••• • . . . . . . . . . . . see 0 . .. .. . . . .. .. 1 ' t MIAMI•DADE MIAMI-DADS COUNTY ►S'�ri11� 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.nilamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 25 Street Miami,Fl.33171 " 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"238"Outswing Aluminum Casement Window-L.M`L.• .... APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Qd CAfig Casdment'Wdw!••••• (L.M.I.)",sheets 1, 1.1,2,3,4, 5, 5.1, 6 and 7 of 7,dated 12/04/98,with revision J NOT04/10/15,'prepared....: by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing•$.O.Of Aiami-Da do*county Product Control Revision stamp with the Notice of Acceptance number and expir4tigq date by the.Miamie-•• 0000 - Dade County Product Control Section. 00000• V"00 ...... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ;••;•; • •, 6690 LABELING: Each unit shall bear a permanent label with the manufacturer's �ame�,ar log,-M)r, state, • model/series, and following statement: "Miami-Dade County Product Control Ap`proLed", unWi otherwis$••••; 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. ,►Tf<1i1TTT[tT TA_E-L __N-t i�Iroe"receded-�by--t-he—word,t- �r Dade County,-+lerida, d followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. 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 NW014-0506.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0512.19 MIAMI-DADE COUNTY Expiration Date: October 26,2018 ,...� G Approvai Date: September 17,2015 /G� 17 Page 1 C+GI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's #96-0417.03 and#01-1002.03) 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact•Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per F13 TAS au-94 ...... 2)Large Missile Impact Test per FBC,TAS 201.94 •••. .' 3)Cyclic Wind Pressure Loading per FBC,TA%1205t94 •••• •••• • along with marked-up drawings and installation diagram of a series 7400 PVC�roject:....: out window,to qualify DuPont`Butacite"PVB interlayer, Duragwo and S ET— ;••••• Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report ..:..' No. CTLA--3056 WB, dated 03/03/15, signed and sealed by R& eOt C.Patel V1. ••••;• 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading peiM TAS 202-94 2)Large Missile Impact Test per FBC, TAS 2Q1-94. ;•• ;••••; 3) Cyclic Wind Pressure Loading per FBC,TAS 2M�94 ... : along with marked-up drawings and installation diagram of a series 238 aluminon 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 A)Large N issile'inpact.Test er �liFBC TAC 21 94. � 7 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 .3.2.1, and TAS 202-94 along with marked.-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009",-dated 03/24/14, signed and seal d by Ramesh,C.P 1,P.E. (Submitted under previous NOA #14-0506.01) Manuel Pe z, .E. Product Control xa iner NOA No.15- 12.19 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem,P.E. (Submitted under NOA #12-1220.14) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FSC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test RgpoiV No. 417%-0080;..... 0301-07 f6r specimen A and B, and HTL-0080-0905-07 for speaNin B and.C, dated .• 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abra ,-P.E. ••• ••••:. (Submitted under NOA #08-1010.02) • 7. Test reports on: 1)-Large Missile Impact Test per FBC,TAS 2QtY•�• • .. .... ..... 2) Cyclic Wind Pressure Loading per FBC,TAS 24,194 ••;••• along with marked-up drawings and installation diagram of an vi rminum outswing ...... casement window,prepared by Hurricane Engineering&Testibg;7ttC., Test Rtports •, No.HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298,Zleted. Osseo* 06/27/08 and 07/17/08, all signed and sealed by Candido F. Fok.P}r •.. ;••••; (Submitted under NDA # 08-1010.02) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1.107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall,P.E. (Submitted undnr NO.A's# -6--nQ17 n3 assail fE Al�rnn2,�3� Manuel ere Product Control Exm! er NOA No. 15-0 12.19 Expiration Date: October 26,2018 Approval Date: September 17;2015 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTWUED) i 9. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBG-2010, dated 4/24/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Soso (Submitted under previous NOA #14-0506.01) , •,,,,• 2. Glazing complies with ASTM B1300-09 ' ' '0 Soo* . . ...... 0.. . ...... D. QUALITY ASSURANCE """ • 1. Miami-Dade Department of Regulatory and Economic Resoureq*.MER) •""• ` ...... . . ..... E. MATERIAL CERTIFICATIONS ••••• 0 ` •••••. 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Am*it$'Inc.for their •, "SentryGlas®(Clear and White) Glass Interlayers" dated d6/25`T5, ex rg on :" 07/04/18. • ' • 000 0 •••••• 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for tack "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 05/91116 Manuel Pere ,P. . Product Control Ex min r NOA No. 15- .19 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBG 5".Edition(2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA #14-0506.01) 2. Proposal No. 13-1698 issued by the Product Control Section, dated October 02, 2013 r and revised on February 24, 2014, signed by Manuel Perez,P.E. (Submitted under previous NOA #14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA #08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144,HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering&Testing,Inc., dated 06/27/08 and 07/17/08, all signed and se s�by Candido F.Font,P.E. ; .•. •••• ••••;• (Submitted under NOA #08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080=0303;96 and o HT1,4080-1107-98,issued by Hurricane Test Laboratory, Inc J<Wed 03/06It16.and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. egos egos** ••••• (Submitted under NOA #96-0417.03 and 01=1002.03) """ 6. Laboratory compliance letters far Test Reports No. FTL-1003pA4F.TL-1541,issued •, by Fenestration Testing Laboratory,Inc., dated 10/14/94,bothlig$ed and sealed by .•..:. Yamil Kuri P.E. 00*00 • (Submitted under NOA #96-0417.03) so* 0 • 7. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America, Inc., as well as Durasealg and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by REP, Product Control Section, signed by Jaime Gascon,P.E.,Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows&Doors,Inc. for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 06/26/14 and expiring on 10/2.6/18- Manuel ere Product Control Ex i, r NOA No. 15-05Y2.19. Expiration Date: October 26,2018 Approval Date: September 17,2015 E-4 GENERAL WINDOW SECTIONS wlNlmw w1DTHH rr'' FLANGE FRAME VENT WIDT �v WN-2" 1 1 D.L OPG. z WW-7" r 6'MAX.TIP. 08 --- A HEAD/SILL 7 CORNERS A �j a 2 9 2ALOCKPOINTs oALL SIZES C II -- '° 8 � v H OSNUBBER AT IMPACT VINDDWS ONLY y i �. -z__Yi--fy.-11 q{W kj I 3 O N n / II //� II ___ 4,• AXE 0®10 0 -J F3 II �z 6 0 I I z \•�=LTi====�F=== SURFACE APPLIED d -_---_---- II FALSE NUNTINS t� _________ o I \li II FALSEOPTIONAL I II 0 I 1 i n== FOR GLASS TYPES, M REFER TO SHEETS 3 AND 4. I I 0 La 1 7 2 3 O.L OPG. m 24"MAX.TYP. O 00 W D.L.D.L OPG. 2 1/2' AT HEAD/SILL 1' VENT WIDTH VENT WIDTH 1" TYPICAL ELEVATION n`I C4 0 WINDOW WIDTH ! I WINDOW WIDTH (FLANGE FRAME) o (n N th§ N 6 EXTERIOR MULTI POINT LOCK 0 3 96 BY'INTERLOCK' Z z o i i B BY I R M�UIILTI POINT LOCK ALT.TO CAM LOCKS O J l ALT.TO CAM LOCKS O g o I u i i 1 MAX.WOW. LOCK MAX.WDW. LOCK t HEIG14T POINTS HEIGHT POINTS = I 42" 2 38' 2 63' 3 0 56' 3 3 i. I g 11 1 e 84' 4 74^ 45t ^ 3 84' 3 G E o Q3 � 2 UUVLI - O O €SE�WNB0W5-ARE�AT€B-FOR-U1RGE °.��•" „ISSIIf-IMPA SHUTTERS ARE NOT REQUIRED. H„ INSTRUCTIONS: •• 800 • • • • • •• 1 • • • • • • • • 'y USE CHARTS AS FOLLOWS. NOTES • ••• • • • • • FOR MULLION/MULTIPLE UNITS, REFER TO o'B�E THIS PRO T HAtEE DIIGf �IND•ILSD TC�OMPLY WITH THE SEPARATE CGI MULLION N.O.A.ON 4 - STEP 7 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED REQUIREy� A t,EING•CO E I TNG HIGH VELOCITY - USINGNAPPU�LE ASCBLDG.HEIGHT. ND ZONE HURRICAA ZON ). • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Engr:JAVAD AHMAD o STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD T`(t PRODUCGVISED CML N CAPACITY OF DESIRED GLASS SIZE/TYPE. LOADS TO THE STRUCTURE. FLA.Pg j 7058E ea cmeplybS with Ow Flad& Q CAN.3538 �,,I.diagSTEP 3 USING giART ON SHEET 6 SELECT ANCHOR OPTION ANCHOR�J SI�AIL•BE AS II9IL�D, SITCED AS SF10WN OI�DETAILS,ANCHORS pNoWITH STEP ;; NG MORE THAN DESIGN LOAD SpECIflFD EMBEDM:NT TQ BASE MATEQIAL fIALfi BE BE�ON$WW;.L:RESSING OR STUCCO. 4 2tiANCH@RiNG OI•LOAIIING CONDITIONSONOTSHO'Mt�•INW'HE•E DETAILS AREIF ALUMINUM BUCK SYSTEM IS USED USE CHART ON NOT•PART OF WAS APPRO". • • • • • drawing n0. STEP a sHEEr 7 70 DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. all 0 W98-100 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. SHALL APPLY TO ENTIRE SYSTEM. sheet of '] ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW WIDTH 0 VENT WIDTH WW-1 1/2' Z GENERAL WINDD.L.OPG.OW SECTIONS Ww s t/z' - EQUAL LEG FRAM b'MAX.TYP. !4 a a A HEAD/SILL 2i O 1A CORNERS Ob II IIm�jxs VG el (f� al ° +x G)_ �—J p /N ii z3 Gj "==A— - �s CAM LOCKS u\ \ / l ,I I 1L Z ~S 3 d /��I I J 0 W 3 u 9 2 LOCK POINTS x o n / II z 5 g 1 ALL SIZES zzI 41 i1 II Q W F C SNUBBER I 1 z SURFACE AP 3 0 3 ='>ti==T�====�G=== PLIED D AT IMPACT VWDDWS ONLY W i \yj OPTIOENAHILINTINS 5 N ,0 Z 6 P� — � o O W O F'1-- !j __ B 24'MAIC.TYP. t' ----- ...... - -- AT HEAD/SILL N TYPICAL ELEVATION N o -- (EQUAL LEG FRAME) Q 3 M 1A 7 3 FOR GLASS TYPES, z z 2 D.L.OPG.b REFER TO D.L.OPG. 2 1/2' 1 O 3/a• yE�r WIDTH SHEETS 3 AND 4. VENT VRD H 3/4- o Ute$ WINDOW WIDTH WINDOW WIDTH 0 EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK �n 8 'TRUTH, BB IBY'INTERLOCK' R _I ALT.TO CAM LOCKS ALT.TO CAM LOCKS 6 MAX.WOW. LOCK ftHTDW. LOCKHii POINTS POINTS42' 2 2lIo �• 3m 4 d I I � � � I j •• ••• • • •• �0n-"1:2 a a � • • • • • � "egg �b I B • • • • • • • • • o InJULJ En9r.JAVAD AFUdM .! o ❑ 2 CtYd PRODUCT REVISGD q iv s FTA W/70882 m cmnplyiug wish the FWrWe N • • • ••• • • • CAN.'3538 Dtdlding Cade ,� © 8 • • • • • • • • Acaplence No��•GJ)Z • • • • • • • • • Fz(talion Dote .� • •• •• • • • • • By drawin no. n to ••• • • • •• • A 2 Mien ade Produc Cattrd 9 W98-100 sheet 7.�of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • p--2625 _ 2.075 4757 U .768 � 56 5 _0 1D00 1.307 .090 TYP. 262$ L 'ZI 0 2.215 720 ted' ry 2.4851.438 .CBO TYP. 0 v L222 0 G a 13 CORNER KEY® CORNER KEY VG,, p M.060 THICK ST.STEEL ® . 2 THICK ALUMINUM O FLANGE FRAME O VENT (5/16' LAM. GLASS) 2075 1.757 ��K .788 4 I N1.62"4 1.057 L873 1QCLL� 2.465 2.715 VENT CORNER QeQ TYP ,.IB U 28 VENT (INSUL LAM. GLASS) N N to EQUAL LEG FRAME d' ALL.FPAME AND VENT CORNERS TO BE YTFdt PART Q QUANTrrY DESCRUMON MATERIAL MANF./SUPPLIER/REMARKS L7$7 O W SEALED WITH OE SILPRUF OR EQUIV. 1 CGI-373 4 FLANGE FRAME 6063-T6 INOAIM(OR EOUN. a 41 g IA CGI-397 4 _ EQUAL LEO FRAME 6063--T6 tNDALFX OR EQUN. .090 TYP. o� 2 COI-378 4 VENT(5/16'LAM.GLASS) 6063-76 INOALEX OR EQUIV. L875 N 2B CGI-301 4 VENT(INSUL IAM.GLASS) 0063-T8 INDN"OR EQUIV. Q3Q N M I 5 2C C01-3&5 ____ 4 VENT(7/16`LAM.CLASS) 6053-T6 INDALA(OR EQUIV. 0 L438 f]3 M 3_ CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALIX OR EQUIV. Z_Z 34 001-398 4 SQUARE GLAZING BEAD 6063-T6 INDALEX OR EQUIV. 3 O O 4 - 4 .080 THICK CORNER KEY ALUMINUM 1- 1.347 4 5 - 8 .060 THICK CORNER KEY ST.STEEL - U 8 AP-425 AS READ. FRAME WEATHERSTRIPPING _ SCHLEP ApNg VENT (7/16' LAM. GLASS) T---- 20 � 7Q250-K-190 AS READ. VENT WEATHERSTRIPPING _ SCHLEGEL Q-LON 8 35-10-00-101 2/VENT 4 BAR HINGE,AT TOPA- BOTTOM STEEL TRUTH,ATTACHED W/(6)ye X 3/8'SS SMS .754 9 24-13-00-202 2/VENT FACE MOUNT LOCK ------ STEEL TRUTH,ATTACHED W/(2)le X 3/8"SMS .383 , 9A - I/VENT MULTI POINT LOCK - TRUTH .830 B / 98 - 1/VENT MULTI POINT LOCK - INTERLOCK _. 6 / 10 - 2/VENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACING LOCK 1 CGI,ATTACHED W/(2)Q10 X 3/8'SS SMS i 11 - _.f_.. OPERATOR(OPTIONAL) STEEL TRUTH.ATTACHED W/(2)Qe X 3/8'SS SMS 3 .617 H o 11A 1 OPERATOR(OPTIONAL) STEEL INTERLOCK O CGI-375: OGEE GLAZING STOP/ ro$9 $g/12 30175 1 OPERATOR TRACK qq gm-9 I 'All 13 - 2/CORNER FRAME AND VENT ASSEMBLY SCREWS - 110 X 1-1/4"SS SNS � a r •• ••• • • • • • •� ,808 —0 Dan dd I • •• • • • • ••• • ,817 •• ••• •• • • • •• ®CGI-396: SQUARE GLAZING STOP _ Engn JAVAD AHMAD •° 8 CNC. c y FLA PE{{70592 PRODUCT RHVISRO N 3 • ••• ••• • CAN.35 �nPl in�nth Mee Plorid6 bf , • • • .00 .00 • • Aae tABieceNo Is-b 12"Iq o • • • • 2015 P 5 • • • • • • • •• • • Y imtlon Ihde !8 FRAME CORNER •• • i• 000 ••• 000 BYdrawing no. Min' 'Proelm " d W98-100 Sheet 2 of 7 , ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -1/B"ANN.GLASS 3/16°ANN. GLASS 3/16°HEAT STREN'0 GLASS U v 075"Soflax CP With PET Core .075"Saflex CP With PET Cora �4 o By'Eaalmon Chemical Co.' By'Eastman Chemical Co.' .090"Saflex Clear And Color Glass .090"Saflex Clear And Calor Glass .090"Saflex Clear And Color Glass By'Eostmon Chemical Co.' By'Eastman Chemical Co.' By'Eastman Chemical GO.' Z � 3 INTERLAYERS INTERLAYERS IMERIAYERS O k .090°Butocite PVB t .090"SentryGlas .090"SentryGlas F 5 za By'Kuraroy America.Inc.' By'Kuroray America,Inc: Ely 'Kuraroy America,Inc.' f p I .090' Butocite PVB .090"Eulacits PVB O iSo 1/8'ANN,GLASS By'Kuraroy America, Inc.' �� By'Kumray America,Inc.' 2� yv 0 3/16"ANN.GLASS gN 3/16"HEAT STREN'0 GLASS a OvQ. SILICONE GE-1200 ii ,i SILICONE o ,j Ij SILICONE DOW 995 GE-1200IGE-1200 , In DOW 899 d �! DOY 995 t i DOW 995 4 DOW 899 i DOW 899 i 1 g Q C SQUARE BEnD ;;<.•= O^T�� ALL GLASS TYPES Q ; ---( 5/10" NOMINAL 7/16" NOMINAL 7/16" NOMINAL GLASS TYPE '2' GLASS TYPE '8' GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WME OSS PERFORMANCE VALUES OF IMPACT RESISTANT WWDOWS NO SHARERS REO am NO SHURERS REQUIRED NO SHUTTERS REQUIRED REFER TO SHEETS 6 THRU 7 FOR WSOIlWION DETALS REFER TO SHEETS a 7HRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS S THRU 7 FOR INSTALLATION DETAILS � N WINDOW DIMS. GLASS TYPE'2' GLASS TYPE'S' GLASS TYPE'8' WINDOW DIMS. GLASS TYPE'2' CIMS TYPE'8' GLASS TYPE'8' WINDOW DIMS, GLASS TYPE'2' CURB TYPE'0' GLASS TYPE'6' v WIDTH HEIGHT EXr.(+) iM.(-) EXT.(+) 1M.(-) EXT.(+) 1M.(-) WIDTH HEIGHT EXr.(+) INT.(-)I EXT.(+) INT.(-) EXT.(+) 1M.(-) WIDTH HEIGHT EXT.(+) iM.(-) EXT.(+) INT.(-) EXT.(+) iM. 20• 110.0 184.3 110.0 195.0 110.0 185.0 20' 98A 112.8 110.0 195.0 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 110.0 185.0 24" 110.0 161.9 110.0 185.0 110.0 195.0 24° 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2' 26• 110.0 195.0 110.0 195.0 110.0 1 195.0 28• 110.0 138.8 110.0 195.0 110.0 195.0 28" 76.7 83.3 110.0 120.0 110.0 120.0 37" 110.0 145.4 110.0 195.0 110.0 195.0 O 30" 110.0 129.5 110.0 195.0 110.0 195.0 30' 80" 73.2 77.7 110.0 120.0 110.0 120.0 42' 110.0 128.1 110.0 195.0 110.0 195.0 38 3p' 110.0 121.4 170.0 185.0 110.0 195.0 32" 70.2 72.8 110.0 120.0 710.0 120.0 19-1/B' 110.0 180.6 110.0 195.0 110.0 185.0 � 36" 107.9 107.9 110.0 195.0 110.0 195.0 36' 64.13 64.8 110.0 120.0 _110.0_ 120.0 26-1/2' 110.0 137.5 110.0 185.0 110.0 195.0 38-3/8" N o 40" 97.1 97.1 110.0 195.0 110.0 120.0 Q. _- __- 80,0 80.0 60.0 80.0 37" 98.5 98.5 110.0 194.5 110.0 1211.0 N 42" 92.5 92.5 110.0 120.0 60.0 60.0 42' - - 69.0 130.0 60.0 80.0 42" 88.8 88.8 110.0 120.0 110.0 120.0 •M m 20• 110.0 166.5 110.0 195.0 110.0 195.0 20" 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 144.5 110.0 185.0 110.0 195.0 '� 0 3 24" 110.0 138.8 110.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 120.0 28-1/2" -5/8" 99.7 104.3 110.0 t95.0 110.0 195.0 r� 3 Z 28" 110.0 118.8 110.0 195.0 110.0 195.0 26" 64.2 84.2 110.0 120.0 110.0 120.0 37" 74.7 74.7 110.0 120.0 110.0 120.0 1 0= 30• 110.0 111.0 110.0 195.0 110.0 195.0 30' 68" 60.6 60.6 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 110.0 120.0 p� O 32' 42" 104.1 104.1 110.0 195.0 110.0 120.0 32" 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8" 98.7 104.2 110.0 195.0 110.0 195.0 Iil 38' 92.5 92.5 110.0 120.0 110.0 120.0 36' - - 60.0 60.0 60.0 60.0 26-1/2" 63' 74.9 77.0 110.0 120.0 110.0 120.0 40' 83.3 83.3 110.0 120.0 110.0 120.0 40" - 90.0 60.0 60.0 60.0 37' 60.0 60.0 110.0 120.0 110.0 120.0 42' 79.3 79.3 110.0 120.0 60.0 60.0 20' 06.4 66.4 110.0 195.0 110.0 120.0 42' - - 60.0 60.0 80.0 60.0 20" 110.0 145.7 110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8° 83.0 63.0 110.0 195.0 110.0 120.0 24' 110.0 121.4 110.0 195.0 110.0 195.0_ 28' 72. 48.9 48.9 110.0 120.0 110.0 120.0 26-1/2 74-1/4• 48.8 46.6 110.0 120.0 110.0 120.0 28' 103.8 104.1 110.0 195.0 110.0 120.0 30' _46.0 4&0 110.0 120.9 110.0 120.0 37' - - 59.8 59.8 58.8 98.8 R i 30' 48, 97.1 97.1 110.0 195.0 110.0 120.0 32' 43.6 43.6 _110.0_ 120.0 110.0 120.0 37" 77" - - 55.3 56.3 88.3 50.3 �k rk F qqq 32' 91.1 81.1 110.0 120.0 110.0 120.0 36' - - 60.0 60.0 80.0 60.0 O 36• 80.9 00.9 110.0 120.0 110.0 120.0 32" - - 60.0 60.0 60.0 60.0 # LIMIT MAX• LOADS TO 171.0 PSF m 76' WHEN MULTI POINT LOCK BY'INETRLOCK' 98 40 Is USED - 42" 69.4 69.4 110.0 120.0 60.0 60.0 20• 52.0 52.0 110.0 120.0 110.0 120.0 a N n e V 20' 110.0 129.5 110.0 195.0 110.0 195.0 24' 43.8_ 41.E •ice 12.0 010.0• IQ0.0 • �k&SIZE 37°X 77"APPLICABLE TO FLANGE FRAMES ONLY p D .-R'g SEE SHEET 1 ` a 24" 90.0 107.9 110.0 198.0 110.0 185.0 28' 713' 38.1 8.1 11 .0 1 .0 0. T '�st g S 28' 88.2 92.5 110.0 120.0 110.0 120.0 30' - • ISOq 1200 60.0• 10.0 c " - �" 54" 84.4 86.3 110.0 120.0 110.0 120.0 32' - - 0 .0• 0.0 • 32' 80.9 80.9 110.0 120.0 110.0 120.0 20' 41.5 41.5 110.0 120.0 110.0 120.0 a 36• 71.9 71.9 110.0 120.0 110.0 120.0 24' 34.9 34.8 110.0 120.0 110.0 120.0 EnBr.JAVAO AHMA1 .{• A CML PRODUCT REVISED Y �+ 40• 64.8 64.8 110.0 120.0 110.0 120.0 28' 84" - 110.0 120.0 54.5 54.5 FLA.PE A 70592 .3 as complying with lire Florida 42• 61.7 61.7 110.0 120.0 60.0 60.0 30' - •-•••51.2 •3�2 •51.2 5R2 • C'A'' 538 Building Code . • • •48.3 Accepleum No 16.0512°19 L§ 32' - •- • 48.3 �.3 • • ti .8 NOTE: • • • • • • • •• • • 4' . fB' NOTE: • •• •• • • • • • drawing no. GLASS BASED ON ASTM SON THIS E 300-09 (3EET ARE EC. GUSTS) 015 1n(9$- QQLOAD.AREA LIMITS Product AND FLORIDA BUILDING COMMISSION FOR +110.0, -120.0 PSF a 16.34 SQ. FT. DECLARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF 10.00 SQ. Fi. sheet Sof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8'TEMP, GLASS 1/8'TEMP. GLASS AIR SPACE AIR SPACE 1� 1/8'ANN.GLASS 1/8"TEMP. GLASS m .075'Saflex GP With PET Core .075"Saflex CP With PET Core m By'Eastman Chemical Co.' By 'Eastman Chemical CO.' Q .090"Saflex Clear And Color Gloss .090'Saflex Clear And Color Glass P W}y ey'Eatman Chemical Co.' By'East... Chemical Co.' a a INTERLAYER S INTERLAYERS d ..,,',E, 090SentryGIGS .090'SentryOlos Q U By'Kuroray America, Inc.' By'Kummy Americo, Inc.' .090•Butocite PVB 090'Butacite PVB 11. By'Kuroray America,Inc.' By'Kuroray America,Inc.' SQUARE BEAD 1/8•ANN. GLASS 1/8"TEMP.GLASS OPTIONAL ALL GLASS TYPES iii,��iSS p SILICCNE a K GE SILICONE1200I GE-1200 DOV 995 I DDV 995 Q dla �. DOV 899 now 899 XL EDGE SPACER XL EDGE SPACER '"'"""'' Q 3 ST.STEEL BY'CARDINAL' SETTING BLOCKS ST. STEEL BY'CARDINAL' SETTING BLOCKS {L 2 OR 2/LRE OR 2/LITE Q DURASEAL BY'QUANEX' EPOM DURASEAL BY'QUANEX' EPOM OR DUROMETER 85±5 OR DUROMETER 8515 _ SUPER SPACER BY'QUANEX' 3/4" INSULATED SUPER SPACER BY'QUANEX' 3/4" INSULATED [- GLASS TYPE '2A' GLASS TYPE '3A' n m J n Z PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS to NO SHUTTERS REWIRED NO SHUTTERS RECKHRED NO SKITTERS RFAUREO REFER To SHEETS 5 THQRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 IHRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETARS O W WINDOW DIME. GLASS TYPE 12A' GLASS TYPE'SA' WINDOW DIMS. GLIM TYPE'2A' GLASS TYPE'SA' r42' W DIMS. GLASS TYPE'2A' GLASS TYPE'3A' 0 WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1M.(-) HEIGHT EXE. (+) INT.(-) EXT.(+) INT.(-) z in 20' 110.0 194.3 110.0 195.0 20' 98.8 112.6 110.0 195.0 110.0 195.0 110.0 195.0 N o 24' 110.0 151.9 110.0 195.0 24' 85.8 95.4 110.0 120.0 28• 110,0 203.0 110.0 195.0 0 � 28• 110.0 138.8 110.0 195.0 28' 76.7 83.3 110.0 120.0 110.0 145.4 110.0 195.0 O -n 30' 3B" 110.0 129.5 110.0 195.0 30' 73.2 77.7 110.0 120.0 110.0 128.1 110.0 195.0 Z 2 32' 110.0 121.4 110.0 195.0 32' �• 70.2 72.8 110.0 120.0 110.0 190.6 110.0 195.036' 107.9 107.9 110.0 195.0 36' 64.8 64.8 110.0 120.0 110.0 137.5 110.0 195.0 0 38-3/8' Q 40• 97.1 97.1 170.0 120.0 40' 60.0 80.0 - - 37" 98.5 98.5 110.0 120.0 42' 92.5 92.5 110.0 120.0 42" 60.0 60.0 - - 42' 86.8 86.8 110.0 120.0 2p' 110,0 166.5 110.0 195.0 20' 86.7 86.7 110.0 169.0 19-1/8" 110.0 144.5 110.0 195.0 24• 110.0 138.8 110.0 195.0 24• 73.4 73.4 110.0 120.0 26-1/2' 99.7 104.3 _110.0 _195.0 50-5/8' - i 28' 110.0 118.9 110.0 195.0 28• 64.2 64.2 110.0 120.0 37' 74.7 74.7 110.0 120.0 30' 110.0 111.0 110.0 195.0 30' 66" 60.6 60.6 110.0 118.2 42• 65.8 65.8 110.0 120.0 g 4Y 32' 104.1 104.1 110.0 120.0 32' 57.5 57.5 110.0 112.2 18-1/8' 96.7 104.2 110.0 195.0 36• 92.5 92.5 110.0 120.0 38• 60.0 60.0 - - 26-1/2' 63• 74.9 77.9 110.0 120.0 a o 8 40' 83.3 83.3 110.0 120.0 40' 60.0 60.0 - - 37• 60.0 60.0 110.0 117.0 1. 79.3 79.3 110.0 120.0 20' 66.4 66.4 110.0 120.0 42' 60.0 60.0 - - 0 F > 20• 110.0 145.7 110.0 195.0 24" 56.1 58.1 109.3 1C9.3 19-1/8' 63.0 63.0 110.0 120.0 24• 110.0 121.4 110.0 195.0 28• 72' 48.9 48.9 95.3 95.3 26-1/2- 74-1/4- 46.6 8. 28' 104.1 104.1 _110.0 120.0 30' 46.0 46.0 89.8 89.8 37• 595 59.6 - - NOTE: ;; n n<t. c 0.r.;��.-.. 30• 97.1 9zt Ifo.. 120.0 32' 43.6 43.6 85.0 .o n' 3 5s�• - - GLASS CAPACITIES ON THIS SHEET ARE H o� o g 32• 49" 91.1 91.1 110.0 120.0 36" 60.0 60.0 - •- •. •• • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) '52 O4 u x_ 36• eo.9 80.9 110.0 120.0 3260.0 60.0 - - •0 I1W,tEWMUIM MI 6LOOK B TSF AND FLORIDA BUILDING COMMISSION 40' 72.8 72.8 110.0 120.0 36' 78' 80.0 B0.0 - •• •• AHEM MURD WINI•LO•K BY 'l1ETRLOCK' 98 DECLARATORY STATEMENT DCA05-DEC-219 IS aSED • • • •• 42• 69.4 89.4 110.0 1200. 20' 52.0 52.0 101.3 101.3 ' 20' 110.0 1295 110.0 195.0 24' 439 43.8 85.4 85.4 TkRk SIZE 37'X 77•APPLICABLE TO FLANGE FRAMES ONLY Eng.,IAVAD A14WD s 78' SEE SHEET 1 CML PRODUCT REVISED 24• 88.0 107.9 110.0 195.0 28• 38.1 38.1 74.3 74.3 FLA PE 70592 w complyfng wish Mm Plarids 28' 92.5 92.5 110.0 120.0 32" 89.0 80,0 _ • ••• • • • CAN. 538 Dullding Code 6 y. •- • • • • • • • IS-0612.M � � t AcceplauRx No. 30' 84.4 68.3 110.0 120.0 20' 415 41.5 80.8 •805• • • • t • • • 'anion Ds'. �$ o 54' • • • • • •• • • (� 32' 80.9 80.9 110.0 120.0 24' 349 _3_4.9 Bg.O 88.0 • • • • • • gg ttgg 36• 71.9 71.9 110.0 12MO 28' 84' 54.5 545 -• •- • :1 • 04's• • �. CNxio Prod. drawing no. 40' 64.8 64.8 110.0 120.0 30" s1.z sta - - LOAD/AREA LIMITS W98-1 00 42' 81.7 61.7 110.0 120.0 32' 48.3 40..3 - _ FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SO. FT. sheet 4of 7 ••• • • • • ••• • • • • • • •0• • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS FLANGE FRAME (APPI IFS TO A1,L FOUR SIDES) ul u FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE SHEET 6 FOR DESCRIPTION Z TYPICAL ANCHORS TYPICAL ANCHORS -� SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING Li SEE SHEET 6 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTION METAL STRUCTURES 1/8'THK.MIN. A v 1 3/8' 4a+ OF. SEALANT SEALANT C O V cy 2 1/a' a r.Z ; z 1/a' ' 0 Vy� va..°. v ^ �_ ` MIN. 1'MIN' < 1'MIN 2-1/2'MIN. L 2-1/2'MIN. a INSTALLATION TYPE '1WOOD BUCK TYPE T. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIA L: PRESSURE TREATED MATER PRESSURE TREATED r TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO Z M ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES Sa � 1/8'MIN. a TYPICAL ANCHORS TYPICAL ANCHORS z � t` SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS qj SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION SEE ELEV. FOR SPAGNG X n o,v� SEE SHEET 6 FOR DESCRIPTION 1 3/8' I I I I p M SEALANT b SEALANT ii 1 gT Z Z aa. v 2 7/8' V a 2 1 'aQ � •. :'. vc � :' MINN.. BUCK INSTALLATION BY OTHERS ° BUCK INSTALLATION BY OTHERS 1'MIN. 1.Mw ATTACHMENT TO ig APPROVED MULLIONS q INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' m z g g ESSURTIRFAwn TYPICAL INSTALLATION DETAIL *79(P",INSTALLAT19N •• ON ALL FOUR SIDES/USING WOOD :N ALL E8UI?55EWUSI�� 0 o R B g g ALUM CHANNEL •• *00 •• • • • •• 3/4'X V X 3/4'X 1/8' 2-1/2'LONG Fsgr JACMLAHlApt) PRODUCT REVISED 3 AT ANCHOR LOCATIONS FIA PE 70692 as complyiaa with tiro Florida N r 3 • ••• ••• • • • CAN. 536 Building Coda I • • • • s • s • • Acceplanca No • • • • • • • • t Rx rmionDate rjp o $ y • • • • • • • •• • • • •• •• • • • By • drawln no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN ••• • • • •• •• M "TVA Produci LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet Sof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAMF—(APPLIES TO ALL FOUR SIDES) �v FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 0 TYPICAL ANCHORS � •I SEE ELEV. FOR SPACING fn SEE SW&6 FOR DESCRIPTION O TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES MErAL SEE ELEV.FOR SPACING O SEE SHEET 6 FOR DESCRIPTION SEE SH FOR SPACING 1/8'THK.MIN. v SEE SHEEP 8 FOR DESCRIPTION 6 ei Z a�3 I a.Z a \ z /e• --� r I 'a.°z' a \ z 1/8' a u.Z s o MIN. ..tl INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPES WOOD BUCK TYPE '2' M91E61AL:PRESSURE TREATEDMATratei,PRESSURE TREATED Z TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL V) ON ALL FOUR SIDES/USING WOOD ATTACHMENT R cco ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES C w C]� Z V V W 1/8'MIN. W c'I p S n TYPICAL ANCHORS o N M TYPICAL ANCHORS _ _ SEE ELEV. FOR SPACING TYPICAL ANCHORS K) SEE SHEET 8 FORACING PTION SEE ELEV. FOR SPACING I FT i SEE SHEEP 6 FOR DESCRIPTION Z Z SEE SHEET 6 FOR DESCRIPTION II II I O 1 38' jj II Li U 11 } O II n II iv � II 11 a va.' a 2 7/B•--W a ''a. ,a 2 1/8, o'I t� vO MIN. BUCK INSTALLATION BY OTHERS a BUCK INSTALLATION BY OTHERS ATTACHMENT TO APPROVED MULLIONS 2>r2121 INSTALLATION TYPE '3WOOD BUCK TYPE '3' INS-TALLAW"n E : W o o ry a MATER PRESSURE TREATED • • • :PRESSURE TREATED S s s g g TYPICAL INSTALLATION DETAIL ••1�� INS(�LATIQtT Of TAS ••• ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD Ergr CIVIL PRODUCT PRODUCT REVISED 83 FLA,PE 3 70582 m cmnPly(ag with Yee Elands n 3 • ••• ••• • • • �• 538 Building Cndo q 8 • • • • • • • • • Acccplence No 15-0512. • • • • • • • • • ratlanDNb 1$ WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN •• • • ••• ••• 000•• Ay drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER !N' Dene Product Cot THEM TO THE BUILDING STRUCTURE. �;km W98—1 o sheet 5.1017 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS U cic511 REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS �� p ANCHORS W/O SHEAR CUP ANCHORS WITH SHEAR CWP ANCHORS W/O SHEAR CLIP ANCHORS WITH BREAR C13P ANCHORS WIG SHEAR CWP ANCHORS WITH SHEAR CUP o0 WINDOW DIMS. AT 17'O.C. AT 10'O.C. AT 17.O.C. AT 10"O.C. WINDOW DIMS. AT l7"O.C. AT 10'O.C. AT 17"O.C. AT 10"O.C. WINDOW DIMS. AT 17' O.C. AT 10"O.C. AT 17"O.C. AT 10"O.C. WIDTH HEIGHT EXT.(+)/INT.(-)EXL(+)/INF.(-)EXr.(+)/INT.(-)-(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-)EXT.(+)/INT.(-)EXT.(+)/INT.(-)EXr.(+)/INT.(-) WIDTH HEIGHT ETR.(+)/INT.(-)EXr.(+)/INT.(-)OR.(+)/INT.(-)EXT.(+)/INT.(-) Q 20" 185.0 195.0 154.8 195.0 32• 76' 133.2 185.0 76.4 1222 18-1/8' 195.0 195.0 149.4 195.0 24" 195.0 195.0 129.0 172.0 38• 118.4 189.8 67.9 10&6 26-1/2' 26' 195.0 195.0 1079 161.8 P 2 28' 192.9 195.0 110.8 IL 147.4 20' 195.0 195.0 __ 119.1 190.5 37' 195.0 195.0 77.2 115.9 O 30' 38" 180D 195.0 103.2 137.8 24' 173.1 195.0 99.2 158.8 19-1/8' 195.0 195.0 151.9 195.0 IQy�. t3 32' 186.8 195.0 98.8 129.0 28" 78' 148.4 195.0 85.1 136.1 26-1/2' 38-3/8' 191.2 195.0 109.8 146.1 p 36' 150.0 195.0 86.0 114.7 30' 138.5 195.0 79.4 127.0 37' 136.9 182.6 78.5 104.7 }A'( tt 40' 135.0 180.0 77.4 103.2 32" 129.8 195.0 74.4 119.1 18-1/8' 195.0 195.0 1535 191.9 V p ma 42' 128.6 171.4 73.7 98.3 20• 195.0 195.0 132.7 195.0 25-1/2' 50-5/8' 193.2 195.0 110.8 13&5 o a .ygl 20' 195.0 195.0 132.7 178.8 24" 195.0 195.0 110.8 185.9 37• 138.4 173.0 78.3 99.2 n 0 24' 192.9 195.0 110.6 147.4 28' 84' 165.3 195.0 94.8 142.2 19-1/6• 195.0 195.0 123.3 195.0 m O 28' 165.3 185.0 94.8 126.4 32' 154.3 185.0 885 132.7 28-1/2' 165.3 195.0 89.0 155.8 (A 30" 154.3 195.0 88.5 117.9 SLt� 4Y 37' 63 111.2 194.6 63.8 111.8 �Z 32' 144.6 192.9 62.9 110.6 42' 1 98.0 1 171.4 56.2 98.3 a b 36' 126.6 171.4 73.7 9&3 19-1/8' 195.0 195.0 330.8 195.0 40' 115.7 154.3 66.3 8&5 26-1/2' 74-1/4' 184.7 195.0 94.4 151.1 42' 110.2 146.9 63.2 84.2 37" 117.8 186.6 67.6 108.7 20' 195.0 195.0 154.8 193.5 J 24' 195.0 195.0 129.0 161.3 28" 1828 195.0 110.6 13&2 ? 30 �� 180.0 195.0 103.2 129.0 tn tr 32 788.8 195.1 965 120.9 I 38' TYPICAL ANCHORS: SEE ELEV.FOR SPACING 0 LLI 100.0 187.5 86.0 107.5 40' 135.0 158.6 77.4 96.8 1/4' DIA. KWIK-CON II BY 'HILT1'(FU-163 KSI,FY-157 KSI) z I` 42' 128.8 190.7 73.7 92.3I 1/4' DIA. ULT A ON BY ' 1 RO' (FU-177 KSI,"155 KSI) r 20' 195.0 195.0 137.6 195.0 I 24 795.0 185.0 114.7 1720 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 N M is ' 9.6' 171.4 165.0 98.3 laza 1-1/2" MIN. PENETRATION INTO WOOD d 3M m' 1. 54' 1e0.0 195.0 91.7 139.6_ THRU 1 B BUCKS INTO CONC. OR MASONRY 30 32 150.0 195.0 _ 88.0 19.4.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ' o 36' 133.3 195.0 76.4 114.7 U DIRECTLY INTO CONC. OR MASONRY 42' 114J 171.4 855.6 10.8 98.33 k 40' 124.3 161.4 6 _ 1-1/4° MIN. EMBED INTO CONC. OR MASONRY 20' 195.0 185.0 123.8 165.8 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 24' 180.0 195.0 103.2 __ 154.8 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') pp 29' 154.3 195.0 885 132.7 INTO METAL STRUCTURES 30' 144.0 195.0 82.6 123.8 80' APLCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) c 32' 435.0195,...lIl 77.4 178.1 0 g w 36• 88.8 103.9. ALUMINUM i/8" THK. MIN. (6063-TS MIN.)(STEEL IN CONTACT WITH ALUMINUM TO HE PLATED OR PAINTED) 40' 61.9 92.9 59.0 8&5 TYPI A D DI TANGNfiO-CONCRENp MASONRY 2-1/2"-M . 117.3 164.2 INTO WOOD STRUCTURE = 1MIN.9.a' t0o.s 140.7 INTO METAL STRUCTURE = 3/4" MIN. o n g • • • • • ••• > B H S 8 JO• 85' 153.6 195.0 93 • •5 1J1.3 • • •• • • • • • CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. LL 32' 153.4 195.0 88.0 123.1 • •• • • • • ••• • C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. 36" 136.4 _ 190.9 78.2 109.5 • • • • • • • • • 40" 122.7 171A 70.4 98.5 •• ••• •• • • • •• 20' 195.0 195.0 129.0 18D.6 EnSr.JAVAD CML�� 24' 1875 195.0 107.5 150.5 FIA PE t 70592 PRODUCT RGVISHD ry CAN.'3538 as camplyiu8 wilk Wa Ploridn C. 1rJ_ 28' 72' 160.7 196.0 82.1 128.0 • 000 ••• • • • building � 8 30' 150.0 195.0 86.0 120.4 • • • • • • • • • Hapimtiw3Accepuwce N No �rJ 1q • • • • • • • • • A 11 DNe !fit$ O 32' 140.8 395.0 80.8 112.9 • • • • • • • •• • • A v 15 38' 125.0 175.0 71.7 100.3 • •• •• • • • 0,0 DY droving no. ••• • •• Mi ade Produc Cwtrol W98-100 sheet 6 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK o INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU a FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. 1 WINDOW D]M9. WINDOW DIMS. WINDOW DIMS. Z N10TH HEIGHT EKT.(+) INT.(-) WIDTH WORT ETR.(+) INI.(-) WIDTH HEIGHT ETR.(+) INT.(-) � 20" 110.0 195.0 20' _1_0_5_9 120.0 19-1/8" 110.0 195.0 24' 110.0 195.0 24" 90.9 1_20.0 26-1/2" 26' 110.0 195.0 Q 28° 110.0 188.5 28' 76' 80.5 110.3 37' 110.0 184.2 nw! 110.0 182.4 30' 76.3 104.7 1 42' 110.0 152.4 4Ci1� 32' 110.0 179.5 32' 60.0 80.0 19-1/8' 110.0 195.0 QnA,0 36' 110.0 177.3 38' 60.0 60.0 26-1/2• 110.0 172.6 }� r 38-3/8' Gi d 40' 105.8 145.1 20• 102.7 120.0 37' 110.0 156.3 ryM� QQQ 42' 97.0 120.0 24' 88.2 120.0 42' 95.7 120.0 20' 110.0 179.5 28• 78" 77.9 120.0 19-1/8' 110.0 195.0 g QJ 8 24' 110.0 159.6 3p° 73.9 101.3 28-1/2' 50-5/6• 110.0 154.7 00 1 I 3 28" 108.9 146.6 3Y 60.0 60.0 37* 94.0 120.0 Z: 30' 42, 103.5 141.9 20' 110.0 120._0_ 42' 89.8 120.0 j-.z 32• 100.7 138.1 24" _97.0_ 120.0 19-1/8' 109.3 149.9 I 1 Q W rl x 36" 97.0 120.0 28' 64' 85.6 117.3 26-1/2" 83. 54.8 116.2 1 0 40' 95.2 120.0 3p' 69.0 60.0 37' 67.9 93.1 #14 SMS i ^ 42' 95.0 120.0 1 32' 1 60.0 42' 1 60.0 60.0 AT 8'FROM ENDS t• 20' 110.0 195.0 19-1/8' 110.0 1549 17"O.C. MAX.AT JAMBS V 'I,,- ,��nVr 24"O.C. MAX.AT HEAD/SILL ,fl,,�,J��,y1 24' 110.0 177. 28-t/2' 74-1/4' 68.4 WVU 0 In1VU 114 SMS V) +°IT 28• 110.0 180.99 60.0 N 37' 60.0 60.0 Al 8'FROM ENDS 30• 110.0 154.8 19-1/8` 109.9 120.0 17'O.C. MAX.AT JAMBS 0-' 30 46' 109.1 120.0_ 26-1/2' 76' 84.0 115.2 }/ i 24.O.C.MAX.AT HEAD/SILL O W 36" 103.5 120.0 37' 60.0 60.0 < I a H 1 ca 40" 99.8 120.0 19-1/8• 708.3 120.0 42' 95.0 120.0 26-1/Y 77" 82.7 113.4 �, .a• O V) 20• 110.0 174.1 37' 60.0 80.0 ? O N M 24" 110.0 182. 0 0 3 25" 89.8 120.0 30' 95.5 120.0 q,q .a a O_' 32' S4' 36' 86.2 118.2 ° a'1 TYPICAL ANCHORS TYPE'A' OR 'B' TYPICAL ANCHORS TYPE'C' C)`- 40' 82.2 112.7 AT 6'FROM ENDS AND AT 6'FROM ENDS AND O 42' 80.8 110.6 2 1/2'MIN. 17'O.C. MAX.AT JAMBS 17'O.C. MAX.AT JAMBS 20' 110.0 153.2 17'O.C. MAX.AT HEAD/SILL 24'O.C. MAX.AT HEAD SELL EDGE DIST. 1•MIN. / 24' 97.0 133.0 Q TYPICAL ANCHORS: SEE ELEV. FOR SPACING INSTALLATION TYPE '5' INSTALLATION TYPE '6' YTS! 28' 88.8 119.0 2BY WOOD BUCK OR WOOD STRUCTURES ` 30' 82.8 113.5 O 15 60' A - 1/4' DIA. KWIK-CON II BY 'HILT]'(FU-163 KSI,Fy-157 KSI) 32' 7s.a 106.6 TYPICAL INSTALLATION DETAIL >r 36' 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY 40" 60.o r 1-1/4' MIN. EMBED INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM • - (Fu-17'7KSI, FY-155 KSI 20' lfao 171.0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.600 c• ^' 24' 107.8 120.0 •• ••• • • • .845 .0 o n n 26• 95.9 120.0 1-1/4' MIN, EMBED INTO CONCRETE '+ d!� •• .065 30• 66' s1s 120.0 2-1/4' MIN. EMBED INTO GROUT FILLED BLOCK •0 •�6 �- • •• • • • • o 32` 87.3 118.7 C - 4,14 SMS (GRADE 2 CRS) • • • • • 1,125 _ 36' 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • ••• •• , Fngr:JAYAD AH11AD �' •� 40' 60.0 60.0 1.438 PRODUCT REVISED 1-1/2" MIN. PENETRATION INTO WOOD CML v 20' 110.0 154.5 .125 .903 FLA.PE' 70592 mtomplYi0E wish ltm FlarWe `r CAN. Building Code IS-OSI (Q 24` 97.0 120.0 TYPICAL EDGE DISTANCE • ••• ••• • ! AettPtaltce No 26' 86.0 117.9 INTO CONCRETE AND MASONRY 2-1/2' MINS • • •ALUMWUY BUI:IL OPTIONAL COVER y� Z FJ 'iO"d"Y` X18 3 b�3*T6• • 8083-TB t O Dy 30' 7Y e1.7 112.0 INTO WOOD STRUCTURE = 1" MIN. • • • i i • %• • • p1 1 drawing no. 32' 77.9 106.9 CONCRETE AT HEAD,SILL OR JAMBS 1'c - 30;"I MIM• •• ••• ••• ••• 36° 60.0 60.0 W98-100 C-80 HOLLOW/FILLED BLOCK AT JAMBS fm A 2000 PSI MIN, sheet 7 of 7 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w 4 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION -1'(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Amarr Garage Doors 125 Carriage Court Winston-Salem,NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Fl rida Be'""il9ine ...... Code, including the High Velocity Hurricane Zone. •,•• 0000 0• DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel SectiauaLcaragelledr by to .000:0 16'-0" Wide with Impact Windows(DP+45.8,49.3 PSF) 660:09 . APPROVAL DOCUMENT: Drawing No.IRC-9516-169-26-G,titled"Model 950 jfmftge&6,55.Oe�c :***0: Summit(24 GA) 1000,2000, Short,Long, Flush and Oak Summit Panels",sheets 1 thlmgh 3 of 3,0dtlttnd ••,••0 03/12/2013,prepared by Aman-Garage Doors,signed and sealed by Thomas L. Shelniie0%,P.E.*%"ing .. . 0000.. the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number an.d expiation date by the Miami-Dade County Product Control Section. . . . . MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0 ;0..0• 0000.• . LABELING:A permanent label with the manufacturer's name or logo,3800 Greenwayeirdle,Laiurencv, :0009: Kansas,model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 013-0813.22 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No, 15-0505.16 MIAMI•DADf couNTY Expiration Date:October 10,2018 Approval Date:July 23,2015 407/13101S Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #13-0813.22" 1. Drawing No.IRC-9516-169-26-G,titled"Model 950 Heritage&655 Oak Summit(24 GA) 1000,2000, Short,Long,Flush and Oak Summit Panels", Sheets I through 3 of 3,dated 03/12/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Srthinitted under NOA #13-0813.22" 1. Addendum to Test Report No.ATLNC 0320.01-13,prepared by American Test Lab,hie., dated 07/16/2013, signed and sealed by David W.Johnson,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 4)Forced Entry Test per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of Amarr 16' x 7'24 go S;e tv-age door Model 950,prepared by American Test Lab,Inc,Test Report A.AJ%NC 0320.01-13, ••• ;• dated 05/01/2013, signed and sealed by David W. Johnson,P.E. * . . 3. Test report on Evaluation of Painted or Coated Specimens Subjected jq�r{osive 0• •0 Environments per ASTM D1654&ASTM B 117,prepared by Architeptiu�al Testing,.W.,Test;••••; Report No. C5463.01-106-18,dated 04/03/2013,signed and sealed by,GwyT. Hatimait,'P.E. "Srrbnritted under NOA #13-0503.08" •••••• :004:6 0 99 99906%0 C. CALCULATIONS "Submitted tinder NOA #13-0813.22" 0 0 •, 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 071 7/2gf3,sigoted%end sealed by Thomas L. Shelmerdine P.E. •••••• 00 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" approved on 06/19/2014, expiring on 05/21/2016. F. STATEMENTS 1. Statement letter of code conformance to the 51h edition(2014)FBC and no financial interest issued by Structural Solutions,PA., dated 04/08/2015,signed and sealed by Tomas L. Shelmerdine,P.E. o7 13 2°j s Carlos .Utrera,P.E. Product Control Examiner NOA No. I5-0505.16 Expiration Date:October 10,2018 Approval Date: July 23,2015 E-1 e'10 RALL 7.16 GA END CAP BEHIND STEEL MLRPICNS 1400.DIRASAFE TDP FIXTURES HILLER V/*'NM STCH CENTER HAGS ATTACHED ® V/t4)1/Y x 3/41 3'GA.FLAG BRACKET ATTACHED 70 WOOD HEX HEAD SCREYS JAMS g THICK 12 GA CUHHERCTAL Y/(3)9/16 DTA.X 1-9/0•LAG 2MI$AND TO ADJUSTABLE ROLLER CpiiRIER W FIXTURE ATTACHHEXED V/ TRACK V/W 1/4'-e0 x 9/8 TRACK SPLICE 18 GA GALV.CDWERCIAL ATTACHE WI. N i/P�R BRACKE7�� 8CREY8 AD TABLE SLIDE BOLTS N70 NUTS 7'16 GA END CAP BEHIND TOP ROLLER BRACKET ::^."" TOP AHD SUTTOH FI%TURES 9RACKCT ATTACHED V!0) ATTACHED V/(4)V4'x __ _ 1/4•x V8'H0.T AND MIT$ 3/4'HEX HEAD SCREWS = _ 9 L/e•1800.R-7R11SS piTACHED PER BRACKET V/f8)1/4'x 3/4- AD HEX HEAD SCREWS AT .:. ' •.:i' EACH CENTER STILE24 ' TYPICAL TCP FIXTURES �• ACO NR EXTERIOR FIBN 21 1 1 20 7RApf 6P�U OI.iS&NUTS \� •/8AHE0 ON POLYESTTA f1M01 1 s�GSRE'�JAMB raTH(3)a/fad DfA x)-s/e• N.La CTAO DOLTS SEE(TABLE CIO PAGE 3 FOR 5 TYPICAL DURASAFE CENTFJt HINGE(--)•� tSPL{� RECOMMENDED SECTION CO1EIlWRAYIGN H.T.S. G (1)6/187DI&x 1-5/8' TO iA0 901ATTACHED .7 ATJAH9 AT EA JAYS BRACKET TOtl([T fD R-TRUSS 1PER SECTION STILE STIFFENERS;'ll) 12 O0.OALV.STEEL LE T ON TOPDSEECTIRV ONINGE LY E(S) (THAOpx,1D AirA H/(2L1/4•-20 HOP) N - TRACK$PUCE T do NUT HOLI TTAACCNNNTM(I STRUT F E REGIUIED) THROUSHcPE a TYPICAL STILE STIFFENER KKR.faKe aRAcIONe r SPA ACIW A e H.T.S. 5 a Ve'H X IS BA (33 KSI) TRACK CONFICIRATFOR 6.6"UP TO IV TALL DOORS GALV.STEEL R-TIDIES ATTpCHEO —•^A SCRIVSIAT EACH END STILE P�MUVOW REFER TO TABLE 4 R)PAGE 3 SEE f.r DON PAGE 3 FOR STILE PLACEHENTS FOR STRUT SPACING NII 0)1/4•x 3/41 HEX HEAD Tac, jIpIwit dw FTa(i4R I6'-0')IA)K SCREYS A/EACH CENTER STILE A)XI�� 43 1400.DURASAFE ROLLER INSIDE ELEVANON too s•BOLA,c 0"11 STRUTS CARRIERS ATTACHED TO R-TRUSS N.T.S. Y/(e){!4'x 3/4'HEX !4 GA DI.RASAFE ATTACHED Y/0)1/t•X 3/4• HE SCREWS PER CARRIER END NN16E ATTACHED ATT ENO AND CENTER STILES hGJt)a V/ZV4'x3/4' E•10 BALL STEEL _ ��AWS 7•16 GA END CAP BEHIND HURRICANE ROLLER 3'EOOA STRUT - TOP AND BDTiDN FIXYURES CONT,S7ECL RETAINER V/9'STEH 14CA DURASAFE ATTACHED UT ....'.. ...... V!HMra4 SEAL 0. UIE C ROLLER CARRIERS ATTACHED fEi 1/M X 3/4' .- _ TO EHD STILE V!0)L4•x 0/4' ISE7f yEAH SCREWS HEX HEAD STREWS PER CARRIER 0.7 END AND CENTER SECTION A-A (SIDE VIEW) MILES .La Tie x14 °+°°H2fSE(TApr°r � SLIDE LUCK ENDAUES INTO VERTICAL • DESIGN L +o+` L. SBC(/,^°°i TRACK C1 BOTH SIDES 9/8•H! v0 Cf ' MtC•°p g S 1/8Y1 X 0 GA 0• ENDADENCIIT(SRM LATCH,OR LOCK AppwAas dodHYIRWiNb -'ID.J PSF " mho\SL��•°�GC(US•'•.9O�i�,.. 9 R-TRUSS)A7TAttEO V/t0. 3/1')E1t HEpDBAR )SCReA Si Y/0)1/4'x 8.1D epll gp77GR BRACI(El' �G(b0 C� _ yo�U•e L. le I/ X 3/4')EX SEAR STEEL MRRICANE 13 GA THICK ATTACHED �p �4 ti; SCREWS ^ ROLLER Y/Y KIN STEM V/0)1/4'X 3/4• NOAY .ZZ {VO 4657-0.18� TYPICAL DURASAFE END HIND!j{ HEX HE 5 � Mlotftl P(pOBttCgWp1 7 qI �v up{1{p TYPICAL BMTTM4 BRACKET IIY 3YATE OF 14LI 1 WFIE718LE� AL EO GA GALV.ST ELL END STILE 9/16•x 19/8'LAB N.T.S. LARGE HTISSLE Sa ': •�!/'.e 7L_ PUED BY INS7AL(ER ATTACHED WITH E TOO Y O>PER �C e' O 3 3/4'BIN. ( ) TO DOORS SKIN AND(C JM BRACKET IMPACT p h g-d s SIDERWN RE9STANCE Pe F`•••{Q H�Q ('f\a� 3 o)EO ra.CENTER s7aL3 roar-LGc AT THE BDTrrDiMt Raba •• •.• • • • • • •• F L°Oii�C/QMAL��•'++ ATTACKED WITH fPJ • • • • • • • • • € rrre(TTIT00 TOO-INR-Lw AT THE 7�ARD\ (1)T AE7AD7EA • • •• • • • • . TWO 0)ROWS IF PUT All.RAIL AND ApES1YE 8d0LL 70 INTERIOR FADE PER ROLLER .• •: : : : : :': • T C S01 O.Imcl S aINT rj�jyF/y7T ..^.:-... -::-•:.: -::. _.�.: LARGE M I S S L 4 169 DARHAOC COURT WBIBTGR-SALEF RA 97Wa WVVAHARACSI 2 I NT R A�T R E.S I TA N T 0 MODEL 696 OAMODEL 950�K�ASUNMOR[T(PA DA)04 1000,,woo CH O U4-80 x 9/8.7RAC( a V8•H%1G GA.B' c•L YEROCAL JAYS 2%B • • • • • O • • s CPG 360ILT,LONG,PLUBH,ANB OAR SUMMIT PANELS SPLICE BOLT AND NU7 PFR R-TRUSS) SlXI1HFRN YELLOW POE SIL OINW SY NR OAIE OS�I2�0 OBAIR(G HA6W JIM BRACKET (Na z OR BETTER) • • • • • • • •. . • B OEDIDeT -DALE IRC-9516-169-26-G If�ACK MOUNTING DETAIL •• • 0• ••• ••• ••• sm 1 Or 3 x.T.s. ... • . • • ... s • • • • • • • • • • • • .. •• • . • .. •• SPECIFICATIONS AND NOTES LVIS' 033'GALV STEEL INTERIOR IMPACT WINDOW FRAME T.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, INTERIOR OF GARAGE L EXTERIOR IMPACT VDImIV iRANE V/.6•BIiE TW GLASS FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. E4 OA siEEl nDOR SKIN TRT E HORRIZONTRRED FAL 4MBOM HE DOHOEAADER RECEIVES NO PORTION OF THE LOAp —.. MAX.5ND7H 16'0' EiS�Ti�INU�I'5C;a4.38842. HLS/Tom& -3944ELB�FT MUM DESIGN LOADS OF: V8V ED GLASS Y-ERW 3.DOOR AND HARDWARE WALL BE DESIGNED,MANUFACTURED A� D GL SS ANpNSTALLED WATH STANDARDS AS SET FORTH BY OASMA. DESIGN LOADSD BY GUARDIAN 4.DOOR SECTIONS SHALL BE 24 OA.(.0218)MIN.EXTERIOR SKIN +388.4 LBS/FT SEE NOTE 2 ROLLED FORMED,W/BAKED ON POLYESTER FINISH -394.4 LBS/FT ST END SB-190 S.DOORS UPTO TO'HIGH CONSIST OF(4)SECTIONS AS SHOWN. 3 sTRBCTURAL ADHESIVE USE(1)8 1/2'R-TRUSS PER SECTION&(2)3.200A STRUTS AT BOTTOM SECTION z.3✓6 x v-us D 70 6.ONOUPAOOE 3VER(4)SECTIONS REFER TO TABLES 1 AND 2 �A iESN� �S a ExT �O,�t i"Ag ty N W FppME Tp 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED 3,11M/E64'TEX 1/2'ESCRREW-USED TO FASTEN DECORATIVE PLASTIC MOLDED BY A REGISTRED PROFESSIONAL ENGINEER FOR WAND LOADSOPTION SHORT PA GLAZED D cr TION rr AND STII.F J AYOIITS WINDOW FRAtG TO THE ASSEMBLY INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. N.T.S. B. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING SECTION]!-8 IMPACT WINDOW DETAIL OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS - NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE N.T.S. CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAR)BY THE MANUFACTURER. EVERY 3 MONTHS,4 TOMES A YEAR,THE IB-1/9'DLO PRCTX=RfiVL4BD MANUFACTURER SHALL MAR.TO TMS OFFICE: A COPY OF THE CO •z• •2 til z 3• Ca0wh i l wa fb" TEST REPORTS CONFIRMATION THAT THE SPECIMENS WERE • � __-_., SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION TDP SECTION [7S`Af7�'1b/GP�l�^114�8 FACILITIES. AND A NOTARIZED STATEMENT FROM THE 5 MANUFACTURER THAT ONLY OOR.S'WATH YIELD STRENGTH OF 34,800 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR 10-5/8'DLO DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE ,a IMPACT GLAZING FASTENER DETAIL INTERMEDIATE SECTION N.T.S. r�D8149tP1� I GLAZING MEETS ASTM E3300-04 o6 D 2Z MhwM MaCoam ai WOOD JAMB ATTACHMENT TO STRUCTURE REY atxRelEM or ROsars DAx lor l6' =Ta Wann r9AW STRUCTURE X 3'LAG SCREWS S TING 6'FROM ENDS THEN 12'O.C,Q 1/2'EMBEDMENT) illegryE T IK in X 4'STARTING 6'FROM ENDS THEN E4'GC.(E 1/2'EMBEDMENT) MAX Sail e0 TpjplSNEI/O/ FULTI SLEEVE ANCHOR 3/2'X E-3/4'STARTING 6'FROM ENDS THEN 12'B.C.fl 1/4'EMBEDMENT) IS'x 14 i7 �i OF ITV/RAHSET REDHEAD(TRU-HOLT)3/9'X 4'STARTING 6'FROM ENDS THEN 22'O.C.GI 1/E'EMBEDMENT) DESIGN LOAD 2 �•�/ /00 r SIMPSON 1/4'X 3' E.SCREWS STA IMG 'FON ENDS,USE PAIRS OF FASTENERS lop +45.8 PSF ��OD��hP�;CEN$��90fOe- C3'APART)AT 8'O.C.(1 1/2'EMBEDMENT) -49.3 PSF n��,.RIO HILT1 1/4'X 2-3/4'KVIK-CON 11+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF ,a3 .i FASTENERS(3'APART)AT 8'RG CI 1!4'EMBEDMENT) leg-a; ROU HHILT,SENnVfOR,USE FASTEIffiRS PoR HOLLOW C-90�p THEN 14'O,G O 1/4' r STATE OF ,•wd LAROE MISSILE �.k P.:, SLAGS AND JOIL CAN BE C[NINTERSUNK TD PROVIDE A FLUSH MOUNTING SURFACE IMPACT ✓00(C Q ■PREPARATION OF WOOD JAMES BY OTHERS RESISTANCE O S•''••....••' 70� •• ••• • s • • • • g{g 'A4S�ONL��`eoP t rj • n • IONMTO• FIDLLDv BLOC GROUTED BLO F"FL TOFFF1aLUT1A4, • •STRU•T•RE• : :TUR•• STRUCTURE STRUCTURE J? �✓ . . . air 167 CARRIAGE COURT WOMTON-SALEIL UC an003 NtVAYNtaLON UE'MIN 2-3/4' IN l-!/2'LH-IN 4' MODEL 900 HERITAGE(2A GA)IODO,2000 MODEL 655 OAK RUMMY,JAMB MIN SHORT,TANG,PLUSH,Aw OAK 24 )I8UMMIP PANELS s • • e • • • • • 911 WM BY Id I oM1E GVRP3 Om Da•2 AVAMAGE TRACK CO)DVMTIONS • • • • • • • •• • • BI cHim By I ONE 6E-9516-169-264 ?LTA. • •• •• • • ••• ••• ••• • • • 9i£I Y G J ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MIAMI-DADS MIAMI-DADS 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.goy/economy CGI Windows&Doors 10100 NW 251 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Prodggt.';.ontrol Section that this product or material fails to meet the requirements of the applicable building codd.....' ....•. This product is approved as described herein, and has been designed to comply v%k1tha Florid&Building Code,including the High Velocity Hurricane Zone. •••••• •• •••••• DESCRIPTION: Series"Sentinel 130"Aluminum Fixed Window-L.M.I. •"�•' :....: . .... .... . . APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Albs FJRed W?ndou% ..... (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-04/10015,.:. •• •• prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing tivMiamiaDade ••••;• County Product Control Revision stamp with the Notice of Acceptance number and blpth ion date by the Miami—Dade County Product Control Section. ' ' i.•.i• """ MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •: ... ; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, citf,'state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0413.03 i`tIAMFDADI Co NTY Expiration Date: September 22,2020 Approval Date: June 25,2015 j ( Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS I. 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..'9.* 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per jBP,TAS:Z(N-94 • 2)Large Missile Impact Test per FBC,TAS 20.1,94.. ....% 3) Cyclic Wind Pressure Loading per FBC,TA6.43.94 along with marked-up drawings and installation diagram of a sale?7400 PYC'IirAject' out window,to qualify DuPont"Butacite"PVB interlayer,Dur4j, ..and ySupe; 0*:0 Spacer®insulating glass spacer,prepared by Certified Test Lahw%gfies,12tRBport ...... No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ra;nei�13C. Patel,P.E. • 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading ptr FBC TA32QZ-.94 .0.0.0 2)Large Missile Impact Test per FBC, TAS A-94% •••• 3) Cyclic Wind Pressure Loading per FBC,TA9 203-94 •.o 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(V 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. ATL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.13) Manuel z,P.E. Product Contr I lWaminer NOA N6.--It-0413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" 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 o t jo-1/16....•• 3. Notice of Acceptance No. 14-0423.17 issued to Eastman CheiNgfil Vompauy,(MA) .• for their"Saflex Clear and Color Glass InterIayers"dated 06-1-/443 expiring ok 0•••:• 05/21/16. •••••• 9 • 9999.. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemrcaf Compo*j" 1fiA) • 9609 .. . 9999. for their"Saflex CP- Saflex and Saflex HP Composite Glass.Wte�rjayerg with PET..:..• Core" dated 06/19/14, expiring on 12/11/18. 0 0 0 0 0 0 0 9999 . 9999.. 6 690660 9 6 F. STATEMENTS :•••:• 0090:6 1. Statement Ietter of conformance, complying with FBC-5'b Ed�tipn(2014 ,.pd.of nq••••; financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, sited and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10,issued by Hurricane Test Laboratory, LLC,dated March 30, 2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NDA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14, signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Per .E. Product Control E m' er NOA No.15-0 13.03 Expiration Date: September 22,2020 Approval Date: ,lune 25,2015 E-2 as' FLANGE WIDTH BUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS (O�V o D.L OPG. y D.L.OPG. �,y D.L.DOPG. 8'MAX. 7 a"MAX. r ji� HEAD/SILL A 3 SHORTER $ Al 6•Mqk@• g CORNERS SIDESm R GO SOf$Pf0 SRi� � m�j ANCHOR SPACING SHOWN HEREIN APPLICABLE as �f v TO FLANGE AND FLUSH FRAMES. d o $ SEE SHEET 1.1 FOR FIN FRAMES. ar p rJ m ci �I h Id IIID �m� i1I Ch1 q M II II II I I io II II !L Q II II II II II II II II II II II it Q�m C II II Ct II II II II u n u n II 3� =--n-----rr---- tl------It-- -=n14 ---'---rr---- BUCK HEIGHT u' C3 u u n n u n 'l� I D.L OPG. (a II II IIO II 11 /� n O __'---1 ---- O --JL .-1L____ Zo --1r-'"---"Tr---- m -1r-----7r-"-- m W ---Ir-----"Ir---- . -, i J I I II Y 4 II I I O 4 II I I 'g C e`.t,• tail I I I I m I I I I II II d"�� N II II g II II II II ____Ir------ -IT------ n u u n u u a u u n n 'Oru u n n n u � o a II ii%� ° n OI-,1 O W -1 II _ II JLC-- 11 II +f ,I II ,I II q P n 8 3 81 I i II FALSE MUNTINS M (SURFACE APPLIED) 18'MAX. 6'MAX. t8'MAX. 6'MAX. 17'MAX. Z Z ul TRAIGHT OPTIONAL SHORTER HEAD/SILL SHORTER CORNERS 5 DESvI .. SIDES CORNERS SIDES FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 3 0 WINDOW WIDTHWINDOW WIpTH_, WINS WINDOW WIDTH I WWDD�N7DTH SERIES 130 SENTINEL ALUMINUM FIXED WINDOW FF I I I rz� I I I I DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. I %i I I I Vii' I gz o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS I I 3 I I P R OF FIX./FIX. OR FlX. WDW. WITH OTHER MIAMI-DARE COUNTY 1 J 9 L APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS $s $ IN BETWEEN. WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W�_-WII)T�, DAYLITE OPENINGS: LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL _ _ _ r 1 D.L.O. HEIGHT = BUCK HEIGHT - 0" D.L.O. WIDTH = BUCK WIDTH - 3.00" WILL APPLY TO ENTIRE SYSTEM. � r -1 -' •. • M G • • LAM. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE i• • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 3� "�• • • • INSULATING LAM.GLASS 0�o HURRICANE ZONE (HVHZ). • • • • .• • • • • ° LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• ••• •• • • • •• I I SMALL MISSILE IMPACT o 4 LOADS TO THE STRUCTURE. -" ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS L J Engr.ancalLM�D PRODUCTRAVISHD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.PE i 70.Y92 B "I"IlyinglllAlllaPlorlde .._-�--- CAN.3538 DWlding Coda THESE WINDOWS ARE RATED IMOLARGE ks-MiALL MISSILE IMP&T • AaceptnnaoNo ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • • • • M 2015mtianDala NOT PART OF THIS APPROVAL- ANCHORING PPROVAL SHUTTERS ARE NOT REQDIRED.• • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • Dy drawl MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ALLOWABLE LOADS F:Po*-TER41 SHAPES0ASI SA%VA ABOVFo WeSIAJA. CAN BE Mimni ada Product Control COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS W10-0Z REQUIREMENTS OF THE FLORIDA BLDG. CODE. SHOWN IN DOTTED LANES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheet l of 8 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 48' 48' 48' V 0 BUCK WIDTHBUCK WIDTH BUCK WIDTH o D.L.OPG. D.L.OPG. D.L.OPG. TYPICAL ELEVATIONS �YFF.. a 8"MAX. 18'MAX. HEAD/SILL STRAIGHTo CO" rS+ CORNERS I SIDES I 'o o S1p0 p I la rFSY{ U fS S D gJ q _ ____ }- (Y II II II II io $ II II e y ag II II II II II II yV��9 II II II II II II � � II II II II II II �3 II II II II II II C2 u u u u u n BUCK WIDTH T- u ! u u ! u u ! n zz D.L.OPG. W E II II p u n 0 II II ��/{ JL--�/-�---- i0 3 0 --J!___'%_11__ �p G!x o L---- II---�/--11----- a --Ir--------'n----- o, ----�r-----�r---- o, --=-=1r------rr---- mom', o n 9 m ci u u d u u cp m u u m II u u D u u � ii ii Sip P� II u Mg - II II a II F1` y1______t1____ .U______LL____ II II 1p LzR II IIy 11 II II �� II m II II �1nn II II II II II -----II o II II II II II II = DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF W tr FLANGE DIMS. DUCK DIMS. CLASS TYPES'C'&'Cl'GLASS TYPES'D'&'D1' FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'&'Cl'GIAS.4 TYPES'D'&'Dl' 1~ 0 WIDTH(W)LENGTH(L)WIDTH(W)LENGTH(L) EXT.(+) INT.(-) M.(+) 1NT.(-) WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) TDR.(+) ' 1M.(-) 24' 23" 80.0 80.0 80.0 80.0 24" 23• SO.D 80.0 80.0 60.0 j 30' 29' 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 L J 36' 35" 80.0 80.0 80.0 80.0 36' 114' 35' 113' 73.D 73.0 80.0 80.0 ,� E BOJ a 42• 36' 41" 35' 80.0 80.0 80.0 80.0 41' 40" 61.4 61.4 80.0 80.0 48• 47' 80.0 80.0 80.0 80.0 24" 23' 80.0 80.0 80.0 80.0 54' S3' 80.0 80.0 80.0 80.0 JO 120• 29• 119° 80.0 80.0 60.0 80.0 ; 7 h 60' S9' 80.0 80.0 60.0 80.0 36' 35' 72.4 72.4 80.0 80.0 O WET LL 61" so' 80.0 80.0 80.0 80.0 J8' 38° 65.9 65.9 50.0 80.0 >mq 24• 23' 80.0 80.0 80.0 80.0 24° 2S" 80.0 8D.0 80.0 80.0 NOTE: qy IaI..O 30' 29' 80.0 80.0 80.0 80.0 30" 121, 29" 120, 80.0 804 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 36• 35' 80.0 EO2 80.0 80.0 3s' 35' 72.3 72.3 80.0 80.0 LL= [Q 42' �. 41' 47• 70.2_ 80.0 80.0 39' 38" 65.8 $5.8 80.0 80.0 1 a a 48' 47" 81.3 80.0 80.054• 53' 61.3 80.0 80.0 FtBUCK DIMS 60' S9• 81.3 80.0 80.061' 60' 81.3 80.0 80.0 DESIGN LOAD CAPACITY-PSF 24' 23" 80.0 80.0 80.0 FLANGE DIMS. RUCK DIMS. GLASS'TYPES'C'&'CI'GLASS TYPES'D'&'D1' FLANGE FRAME N Jo' 2B' 80.0 BO.O 80.0 80.0 WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1Nr.(-) IXT.(+) INT.(-) a io�6 3s° 35' 80.0 50.0 80.0 80.0 19-1/8' 18-1/8• 80.0 80.0 80.0 80.0 FLANGE DIMS 42" 80. 41' �. 70.2 70.2 90.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 $ uO1i 48' 47• 61.3 61.3 80.0 80.0 37" 26„ 36• 25, 80.0 80.0 80.0 80.0 Z BUCK DIMS it 54' 1. 54.3 54.3 72.5 72.5 48" 47' 804 80.0 80.0 60.0 �,j O 64' S9' 48.8 48.8 65.1 65.1 53-1/8" 52-1/8' 80.0 50.0 80.0 80.0 �i4 p{K- 61" W. 48.8 48.8 65.1 65.1 61' 80' 80.0 50.0 SOD 80.0 24' 23• B0.0 80.0 80.0 80.0 19-1/8' 18-1/8" 80.0 80.0 80.D 80.0 N o �GUAL LEG FRAME 30° 29° 80.0 BO.D 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 n N 36' 35' 90.0 50.0 80.0 80.0 37• 30' 80.0 80.0 80.0 80.0 O eM'I n 38-3/8' 37-3/8' p 3 42' 41° 70.2 70.2 80.0 60.0 48' 47" 77.1 77.1 80.0 80.0 Z Z I_ 72" 71' - - BUCK DIMS __ �i 48' 47' 61.3 61.3 80.0 80.0 63-1/8' 52-1/8" 77.1 77.1 80.0 60.0 3 O _4 54' 53' $4.3 54.3 72.5 72.5 61' 60' 77.1 77.1 80.0 80.0 0:x- 60" 89° 45.8 48.5 65.1 65.1 19-1/8` 18-1/B' 80.0 80.0 60.0 80.0 1 o g�+ 61• 60• 46.0 48.0 64.0 64.0 26-1/2' 25-1/2' 50.0 80.0 80.0 80.0 r--� 24" z3' 80.0 80.0 eoo 80.0 3T' 36` 80.0 eoG 80.0 80.0 FIN FRAME 50-5/8' 30' 29' 80.0 aO.0 50.0 60.0 48' 47' 61.3 81.3 80.0 80.0 49-5/8' BUCK DIMS 36' 35' 78.2 78.2 80.0 80.0 53-1/B' 52-1/8' 58.0 58.0 77.4 77.4 Lg; 42' �. 41' 53' 70.0 70.0 80.0 80.0 61• 60' 58.0 65.0 77.4 77.4 6 ai tic A8• 47" 61.3 81.3 80.0 80.0 75-1/4" 74-1/4' 58.0 58.0 77.4 77.4 0 fi 54' 53• 54.3 54.3 72.5 72.5 93-3/4' 92-3/4" 58.0 55.0 76.5 76.5 FLANGE ADAPTOR FRAME o { € 56' S5' 52.4 52.4 69.8 69.8 19-1/8" 19-1/8" 60.0 80.0 60.0 80.0 S g@ 24' 23° __80.0 80.0 __80.0 80.0 26-1/2' 26-1/2' 60.0_ _80.0 80.0__ 80.0 - FLANGE DIMS-moi • 30• 29• 80.0 80.0 80.0 80.0 37' 63• 35" 82, 60.0 80.0 00.0 80.0 36" 97' 35' 96. 75.6 75.8 80.0 80.0 45' 47' 61.3 61.3 80.0 80.0 42° 41• 66.2 65.2 80.0 80.0 53-1/8° 52-1/4'• ••• S_!J,3 55.3 73.7 73.7 NOTE: �°/�E K 49' 47' 80.5 60.6 80.0 80.0 61' 6S' • • 400 48.09 •644D 64.0 GLASS CAPACITIES ON THIS SHEET ARE >�PSB 49' 48' 59.6 59.6 80.0 80.0 75-1/4` 744/1' • 4 B 6.8 61. 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 24' 23• 80.0 B0.0 60.0 80.0 19-1/8' 16-1/e"• • • S4o 460.0• •80.0 80.0 AND FLORIDA BUILDING COMMISSION Jo' z9" 80.0 80.0 30.0 60.0 26-1/2° 25-�/Z 000 .o S9.o 80. 80•D DECLARATORY STATEMENT DCA05-DEC-219 Ss' 102• 35' tot• 74.8_ 74.6 50.0_ _50.0 _ 37• 78, is. 75, 78.9_ 78.9 80.0 80.0 E^0n.WAD AHNAD PRODUCT REVISED 42' 41' 65.7 65.7 80.0 80.0 48' 47' 61.3 _ 61.3 80.0 80.0cpa FIA.PE y 70592 In complying with ow Flerlde 46' 45" 59.3 59.3 80.0 80.0 53-1/8' S2-•/8'•9• �R3 •65,3 03.7 073.7 C 7538 Du(Idtug Coda . Acuptonea No 24' 23" 80.0 50.0 80.0 80.0 61' • 48.0 ,0 84 4.0 Qc'tenon Dale "QQ� w b JO' 29° 80.0 80.0 80.0 80.0 • • • • • • • •• • 9 0 ANCHOR SPACILM) 13E�S PER SHITS 1 b 1.1 •• • 4 015 Mmm ado Product Co_I 38' 10a" 35" 107• 73.6 73.8 80.0 80.0 0 • • Y drawing no. 42• a1• az.a sz.a eo.o eo.o W10-02 44" 43' 59.1 59.1 80.0 80.0 cheat 2 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 999 • • • ••• • • 3/16'ANN.GLASS 3/16'HEAT STREN'D GLASS 075"Interlayer 075'Interloyer o Saflex CP W(th PET Core Soflax CP With PET Core O R'Eastman Chemical Co.' 0'Eastman Chemical Co.' 3 090"Interlayer 090"Interlayer J Saflex Clear And Color Glass Saflex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR a o 090"Interlayer 090'Interlayer p DuPont SentryGlas DuPont SenttyGlae n By 'E.I. DuPont De Nemoure&Co., Inc.' 0'E.I.DuPont De Nemours&Co.,Inc.' 8 OR V p M 090"Interloyer D90"Interlayer A+&Q e DuPont Butocite PVB DuPont Butocite PJB S aw By'E.I. DuPont De Nemours&Co.. Inc: By'E.I. DuPont De Nemours&Co., Inc.' 3/16"HEAT STREN'D GLASS *AT 16'HEAT STREWO GLASS 0 C 3 iL !i! SILICONE SILICONE ,p y , ! GE 1200 a ^— I � DOW CORNING 899 \ E3 DOW CORNING 899M O DOW CORNING 985 DOW CORNING 895 N0 0M5 AT 1/4 POINTS ON UTES 4 POINTS ON LITESWIDER THAN 36" THAN 36' GLASS TYPE 'C' GLASS TYPE'P' � O w 7/18'OVERALL LAM.GLASS 7/16-OVERALL IAM.CLASS (L.M.I. & S.M.I.) g 3/18"ANN.GLASS 3/16'HEAT STREN'D GLASS 04 anj,I 076"Interla er 075"Interlayer OJ O M i�dr Saflox CP Wgth PET Core Saflex CP With PEr Core z 3 R'Eastman Chemical Co.' R'Eastman Chemical Co.' z Z l 090'Interloyer 090"Interloyer o Saflex Clear And Color Glass Soflex Clear And Color GlossBy (D p 'Eastman Chemical Co.' By'Eastman Chemical Co.' 3/8'AIR SPACE OR 3/6'AIR SPACE OR 0 090"Interlayer 090' Interlayer SILICONE DuPont SenlryGlas DuPont SentryGlas a SISI 1200 3/16"HEAT STREN'D GLASS By'EI. DuPont De Nemours&Co..Inc.' By E.I. DuPont De Nemours&Co.,Inc. -0 DOW CORNING 889 OR OR DOW CORNING 995 �+ 090'Interlayer 3/16"HEAT STREN'D GLASS 090"Interloyer W j!i DuPont Butccite PVB DuPont Bulactle PVB By 'E.I. DuPont Do Nemours&Co., Inc.' By'E.I.DuPont De Nemours&Co.,Inc.' W H 1!! c d & M II jl II p m 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS I!j i!i! @ I� SILICONE F SILICONE m GE 1200 m GE 1200 !i! DOW CORNING 899 i i! DOW CORNING 899 SILICONE Z iI.I DOW CORNING 995 i :! I DOW CORNING 995 GE 1200 a D v Mt ii jl!j !,r u Mt it �' DOW CORNING 688 c°' o o \ \ • • • • • • •• DOW CORNING 995 M 11 II!! M II II 0 d n %L EDGE SPACER • • •XL•EDOE SPACER ST. STEEL BY'CARDINAL' !� i! •• • •S1!STFEL W'CARDINAL' " w" Ea OR Ea • • • ot!•• • OPTIONAL GLAZING DETAIL DURASEAL BY'QUANEX' • D1 AStL%Y�QUANEX' GLASS TYPES 'Cl' & 'D1' OR OR' MSUPER SPACER BY'QUANEX' p SUPER SPACER BY'QUANEW Engr:JAYAO AHMAD y7qL PRODUCT RBVISBD 6W F M5 AT 1/4 PO NTS ALL SIZES • •• 5 AT 11,pp NTS01 L SIZES • • 19A PE 70592 Brew�Btyinggo ilh the Florida o t CAN. GLASS TYPE 'Cl' (LASS TYPY 'Dli AcceptsacalVo�Jr' Q o Rr.iretiop Data � $ I'OVERALL INSUL LAM.GLASS • 1'OVERALL 1hSUL.gAMdAS!P • •• • • (L.M.I. ONLY) • •• 66* • • • • • By drowtng no. (S.M.I.) 000 • • • •• • MAY 20 AAimn edeP uct con W1 0-02 IN ORDER IO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Cl'& 'D7' MUST BE TEMPERED. sheet 3 of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. t� U TYPICAL INSTALLATION DETAILSINTO CONCRETE AND MASONRY = 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'M - 2000 PSI MIN. �� o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. � INTO METAL STRUCTURE = 3/4" MIN. 33 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL T WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS ° Q FLANGE FLANGE / TYPICAL ANCHORS FLANGE 1/4'MAX. FLANGESEE a 2BY WOOD BUCK / FOR SSPACING SHIMS S "Id4 OR METAL V E3 i' i! WOOD STRUCTURE/ TYPICAL ANCHORS STRUCTURE Q Q !I!� M2 # FOR SPACING M2 TYPICAL ANCHORS lif SEE ELEV. 3 s :°a ' SEE ELEV. f� © II 1j r A , I © ,.o FOR SPACING \w �J \ LLGz{ufs 1 Et v,v TYPICAL WCHORS I SEE ELEV. v' iBY FOR SPACING ji ij o v M WOOD BUCK E1 E3 inN 1/4'MAX. Q W SHIMS 1i EQUAL LEG EQUAL LEG EQUAL LEG E2 EQUAL LEG X N o 291 WOOD BUCK a,v M2 METAL,OR B 1 Q 1 WOOD STRUCTURE C 1 STRUCTURE E3 v TYPICAL ANCHORS Z Z�-I^ M2 _ SEE ELEV. XR ji it FOR SPACING �!= M3 52 ' _ _ _ _ _ �v $x i \ __ ___ M3 TYPICAL ANCHORS o st it it SEE ELEV. >S a v FOR SPACING •a 3 1� M2 < oR S7¢ TYPICAL E,T ii li TYPICAL ANCHORS \ A v 1BY FOR SPACING !I II SEE ELEV. F WOOD BUCK FOR SPACING g �z�z •• ••• • • • • • •• C Q• o n o • • • • • • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 0° o$ • • •• • • • • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o u o W 4 TYPICAL ANCHORS: SEE ELEV.FOR SPACING ,#14 SMS OR SELF DRILLING 'REWS•(�RADC 2CRS: • *00 • '_ • 09: • • • • AND TRANSFER THEM TO THE BUILDING STRUCTURE. o 1/4' DIA. TAPCON BY 'TTW' (Fu-120 KSI,Fyb92 KSI) INTO METAL STRUCTURES •• ••• • • • •• 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) ,a E ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) "Q M MMAD INTO 2BY WOOD SUCKS OR WOOD STRUCTURES CL PRODUCT REVISED 11 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTEDFa PE 10592 aecomPlyin@wIR dtaPlmlde o 1-1/2" MIN. PENETRATION INTO WOOD • ••• ••• • • CAM. 38 EuildingCoda Acceptnnco THRU 18Y BUCKS INTO CONC. OR MASONRY 14 SMS OR SELF DRILLINGoSCR9VS (GRADE*CRSS D ireitonUnte !�r y • • • • • • 108-0"} • • O 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNTYi APPROME� M* 5b(MIVN.•THK. _ .Oa•O"} • B7 (NO SHIM SPACE) ••• • • • •• • DIRECTLY INTO CONC. OR MASONRY Mismi adePro utt trol drawing no. MAY111 W10-02 1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet 4 of 6 ••• • s • • s•• • • • • • • • • • • • • • •• •s • • • •• •• ••• • • • ••• • • 9 U' TYPICAL INSTALLATION DETAILS N 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 WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS a FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 8 TYPICAL ANCHORS 1/4"MAX. ry .i LL 28Y WOOD BUCK FOR SPACING SMMS V 6 Q Q 8 I! C K j� II OR METAL WOOD STRUCTURE TYPICAL ANCHORS 'o STRUCTURE ��0rr E3 I :I SFE ELEV. LL B.3 I�I� M2 A3 FOR SPACING a a M2 TYPICAL ANCHORS s II II _ SEE ELEV. �. S2 s I e. FOR SPACING t7 \N \ • �W e7�' }• yy vi S2 MIN., m • av a m '•? TYPICAL AITCHORS SEE ELEV. 1By FOR SPACING (n WOOD BUCK 0 2 3/ 1^'P BUCK HEIGHT 1/4"MAX. GAP Irl t` (ZI,- d' NOT BY CGUCTURE 1/2"MIN. 1/2'MIN. O N V)n n��_`�� E2 Ci z O$ 2 3/i z_Z FIN FRAME Mz ITAci<BED CAULKING TYPICAL ANCHORS: SEE ELEV.FOR SPACING o ,#8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD Eft -- BUCK DEPTH SHALL BE 2%*. 7 THE USE OF DEEPER OR R BEVELED WOODBUCKS IS PERMITTED. HOUSE CGI AP E5 E3 EXTERIOR ON NT �44s4 BUCK WIDTH BUCK WIDTH F=_= 1-DARE UNC I I- OO APPROVED II 2 0 N 11 PROVED MCU�j1110-17_s I•M 0 & ION ANCHORS I •`; o d^o 1 I JIULUON H • y SE 5� 1 j p.u o 1� �I SEE�EPARA NO • I • • • �I O ___ I I I 1 =_ ____ _ �LAHMAD YROIWLq'REy{SgD 1 FIA PE 70592 os Complying with the Florid. o _ _-_ _ _ _ t I - - - - - - • •a• ••• • s ly Bonding Cod,Acccpti ceN0JWinn D.te •• •TYFiCAL ANCHORS• SEFAELE•V. DY•• FOR SPACING 015 M' 'Dad,P-ducl n of /#14 X 1"SMS. 00 sheet 5 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... . . . . . . . . . . s io s IMAMAWM3a0S ZM N3A0D 3KV'dJ HSMJ EW ZO—OLM ou BulMDip I uo0 mnpo� o U191W SIN •0• ••• .+• . • •• Leo 1 sao 0 Lfl • • •• • • • • • • • �_ X050' x-090• 4 Q oma WNW! o • • • • • . • • 1�• SO -8Ir__ • • • ••• ••• • o P039-mune ZSSOLS 31i gPpom Oil 41!.emdldwaa so BLL'L u 4 agatA9H 13na011d GvmvI=yl.:,ba •• • • • •• .•• •• Ho1dV0V 3ONVld s3 H31 dVOV NIJ INN S3 m o na • ••• • • • • •• • w • • • • • {• • • 98£'l 090 p=p �0 •• • • • • • ••• •• —{ N sunaa muoo •clA l 090' M. 0891 OSS'1 '6 i'6 091 sMoaMM 3avnos ao '1038A osti•L s90 o£L SMOaNIM yVirimo (SSVl0 'WVl) 310M/ 9NIZVIO (SSVl0 'IfISNI 'WVt) 0V39 ONIZVl9 43 aw 00£' eat t� L__i__� oso o szt' 969• t I� Iw p (SSVIo 'WVl) ans oNIZVl0 £3 Pn'WN$ o N�N SON31V 48l'l !� 1NIOr 03013M S gL6*L 090' gas, w WNW NLA/3WVNj HSIIIAHIP Z3 N 9ECL Sao' Gas, SBrI 4 31 zis* C�CDD - 1S/1S SMS Hd lRd WHOS AlBW3SSVp,,n/z ,4/L-L X 010 ZS �0'-�SOS•Z -V 21 0 V 380HS S-TSS WMAoNi10 Wada S)4=8 ONW3S - SW DD`A - Sl-£909 (,9/l X Z/l X l)310Ny ONIZVI9 - 4W 3W42t3 3`JNV'73 13 g �A QU om M&03 3WWA HSn'W ZL 1-190 £W A - OAd 1VN011d0-N3AOO M3N3S 6Zl-IOO Zvi !a V 380HS 09-SL i13i3W0i1110 OAd 'bWIA 81118 ONIZV10 AZBE-103 IW s ,9 - 91-£409 NO1dVOV 30NV1!1NON3801-100 93 du V - 91-Egos NO1dVOV Nli INN 'MOM/4 OLL-MJO 93 590' S88' A1I_ tin - 91-£909 (SSVIO'V1SNI 'MVl)ME ONIZVIO 'MOM/4 £ZI-IO3 43 S88'l 91-£909 _ (SSVIO 'ym)ma ONIZVI0 'MOM/4 M-100 E3 Zia O - 91-£909 3m:1 NL4/3"V w HSMA 'MOM/4 811-IOO z3 990' o - 91-£909 3Imu 30NVI3 'MOM/b BLL-ISO L3 A� SXBVIifls/HanddrisAlm '1ymi'm NOIudOosaa uij.Nvab #S.BVd mim h—S09•Z M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform ip.W accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revokes aAodify,.or... suspend the use of such product or material within their jurisdiction. RER reser;m then right6kr"yoke this. acceptance, if it is determined by Miami-Dade County Product Control Section that this ptQddct or rrMcriltl fails tet••• meet the requirements of the applicable building code. •• :4444: This product is approved as described herein,and has been designed to comply with the F.lUM43uildiu*Lode, ' 4444 00. 4444. including the High Velocity Hurricane Zone. 0 • 4444.. . . 4444. DESCRIPTION: Series 11160 Sentinel"Aluminum Outswing glazed Doors w/wo Sideit®s,0 Lmlro*•0 0 a 400669 APPROVAL DOCUMENT:Drawing No.W13-01 Rev D,titled"Series 160 Sentinel( tswiAg Doors",'sheets 1 thrl of 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last r%vised g6AOG 05,2�1&1�6 Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Cont".Retsion,%tgyrp lVith tlr•••• Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 &2,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 413-0226.06 consists of this page 1 and evidence pages E-I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 14-1015.04 M1AMMADE COUNTY Expiration Date: August 08,2018 Approval Date: August 13,2015 Page 1 CGI WIndows&Doors,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of l l 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 913-0226.067 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. ATLSV-1218 4�-Y;b 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•FAtS 202-4-0 ••••:• 2) Large Missile Impact Test per FBC,TAS 201-94 '•'••• ....; 3) Cyclic Wind Pressure Loading per FBC,TAS 203-44 0 . Along with manufacturer's parts and section drawing marked-up drawin&6q Ojuminum sidelites..;.*• issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample 0#37 date&04716/201 S;... signed and sealed by Ramesh Patel,P.E :00:0: • . . . ...... C. CALCULATIONS . """ 1. Anchor verification calculations and structural analysis, complying-wit;FBC�-i?©14-(5th ;••• Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours& Co.,Inc. for their "DuPont Sentry Glass ®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex clear&color glass interlayer",expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5h Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises# 13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14 &# 12-0553, dated 04/25/12 approved by RER. Lt.,.C.�A� Ishaq I.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 37-1/4- 72" 4 U coi DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS 1�1 0 2 ANCHORS QUANTITY CHART M 8"MAX. 3' TYPE 'A ENDS R .C, @" / 3- 6. 3 SEE CHART FOR QUANT ITY ANCHOR TYPE Z 3 STILEHEAD SILL •� HEADNSILL CORNERS SHIM 'A' 'B' 'C' O CORNERS /� J., _ A _ 1/4" 4 4 4 2 F/. 1 3/8' 6 8 8 N .._ 1/2• 7 7 _ $ I.T" - FRAME IIcyCIT PRODUCTREVISED\ •R!r►e0 / I x xo k8 - i ,Ii izSERIES SENTINEL 160IALUMINUM OUTSWING DOOR W/ SIDELITES v)- INAC -- APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS o N M m WITH OR WITHOUT SIDELITES. 0 3 B ` ' z 7ANCHORS SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z Z LL a 1/2' O 23 1/2" $ SEE SHEET 1 FOR SINGLE OR DOUBLE p00RS DESIGN LOAD CAPACITIES. 0=8 SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. D.L.OPG, 2 ANct+oas D.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. ) f TYPE'B' SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY AT STILE ENDS FALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. AT STILE ENDS MAY BE USED TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( X ) ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DOOR OPTIONS IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO o o TRANSFER LOADS TO THE STRUCTURE. C DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SINGLE DOORS (X) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAM. or INSUL-LAM. DOOR DIMS. LAM, or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAM£ LEAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. EXT.(+) INT.(-) EXT.(+) •INT.(•)• • • • • • •• WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT • • • •A 60AUl0Ua4TION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 37-1/4' 35' 96' 80 80 72' 35' - 96' BO 80 •• MAjFAW. INW11ING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO o R H S a m u o NOTE: • • • • • •CONTAOT WRH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. •• ••• 4,: • • OR+CUNftEMT•FLORIDA BLDG. CODE. NOTE: En9r.JQAD AHMAD g FLUSH BOLTS AND LOCKS MUST BE N�IIL \ 33 ENGAGED TO HEAD AND SILL DURING DOOR O.L.O. DIMS. • ••• *00 • • • CFuAp£IT 70592 . 70 PERIODS OF HURRICANE WARNING. • • • • • .' D.L.O. HEIGHT = FRAIE HESGHT - 12.175' • • • • � NOTE: D.L.O. WIDTH (X DQORS) -*FRAM WIC;H -*013:5-0 •• • • 205 5 D.L.O. WIDTH (XX•DOORS) ••(FRAME WIOFH 0- 36)/2 • • • AUG GLASS CAPACITIES ON THIS SHEET ARE 000 • • • •• • drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DOORS/SIDELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W13—Q1 DECLARATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. Shed 1 oT 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 37-1/4" 72" DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS 0 2 ANCHORS _ QUANTITY CHART 0 6"MAIL 3' TYPE'A', 'B'OR 'C' MAX. 3' 6' 3" SEE CHART FOR QUANTITY ANCHOR TYPE P.9'-. n HEAD/SILL —�{ C HEAD/SILL Q �'{^ AT STILE ENDS CORNERS /1 I SIM 'A' '0' 'C• �O{ 'gLl CORNERS 'll IT 1/4' 4 4 4 0 r+ _V2- 7 7 - 0 t Ch1 j I I 0 C f9 c a oil f / LOCK OPTIONS SEE SHEET 9 ,A N \i m II II 0 0µ1 II/ O 1, I \ I ,� 1BODUCrREV18£D (A ' bCmPW"with the F dfi o atij(" bwdiwgcwt �� ii \\ i \\ i i // ii Yvvy��1I Aeeeprce of •o yr N� 0 Mn 9 3 ACTIVE ACTIVE - I Cagy E Z Z tS 30_ m a 23 1/2" m 23 1/2" 23 1/2" d 8 O O.L. OPG. 2 ANCHORS D.L. OPG. D.L.OPO. TYPE'0' 4 ANCHORS SURFACE APPLIED AT STILE ENDS TYPE'H' FALSE MUNTINS AT STILE ENDS MAY BE USED " 8 TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR oo D 6 X—) ( XX ) u8� 6 NOT HET 1 FOR DOOR CAPAUTIEC • •• 00: ••• • • • • •• o !C p • • ••• • • • :S �g� Engr:JAVAO ANUAO •t CML FLA.PE/70582 0 • •i• ••• • • • CAN.3638 • •• •• • • • • Browing no. ••• • • • •• • W13-01 7A 0 g52015 sheet 2 of 111 • • • • • . • . . . • . • . . . .. .• • . • .• .. ..• . • . .•. . . 144'MAX. li V U 37 1/8' 36' 72` 36" SEE CHART FOR QUANTITY M SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE I I -W_-T_ S 'C CZ HEAD ANCHORS AT STILE &MULLION ENDS 0 QUANTITY CHART HEAD/SILL HEAD/SILL ANCHOR TYPE CORNERS CORNERS SHIM 'A' 8 1/4' 4 4 4 3/8' 6 6 6 11L M �dSU. a ia LOCK OP ONS FASTENERS SAME LOCATION0 SEE� 9 0 AS ANCHORS SHOWN SHEETS 1 &2 , LL 4 3OU =gt N I 11 II � \ / it to I L " I I I I I I g 3 N M tO ACTIVE _ INACTIVE _ +M n t t I G G B m Di ti}0 o o 31 1/8' 31 1/8' 23 1/2` 23 1/2" 31 1/6' 'o Pi � D.L.OPG. O.L.OPG. O.L. OPG. D.L OPG. O.L.OPG. DESIGN LOAD CAPACITY - PSI? 4 ANCHORS SURFACE APPLILD FALSE MUNTINS SIDELITE STATIONARY PANEL(0) AT S�8� MAY BE USED SIDELITE FRAME (SEE NOTE BELOW) TYPICAL ELEVAT40N TYPICAL ELEVATION AT STILE AND MULLION ENDS WIDTH HEIGHT ( 0 ) ( OXXO ) INCHES INCHESE)R.(+) INT.(-) /AOIIUCPITEVLSED c 24 60.0 60.0 SIDELITE OPTIONS roouMlbIT wRk fb*I%rm o 30 80.0 80.1 IAMYI�Cade I>t+ere No F%I _10!}:O gy 33 84 80.0 80.0 z4Af-m notev 38 80..8 6 77.66 60. 37-1/8 77 2-1 Arlt tabu cmtrot 39 73.8 1 73.8 •••Sjj)1&C�C.0 im• • • ••• c A g 42 68.6 68.8 ,fir 24 60.0 80.0 • O.L.O.iIEIGHi� F�tATJE lylDl� -.12.e7s^ • D.LO!"DT►l a SISELME WINVI - MF STAND ALONE SIDELITE ONLY 30 80.0 80.0 •••D.IA JID%%o Sl%rITE '$IDT .tft SIDELITE TO DOOR ONLY 33 90 80.0 80.0 n o 36 80.0 80.0 ErL9n JAYAD AHS e 37-1/8 77.6 77.8 FLA.PEI 70692 0 38 73.8 73.8 • ••• ••• • • • CA .5518 24 80.0 80.0 • • • • • • • • • 3 6 30 80.0 80.0 • • • • • • • •• • • 33 96 80.0 80.0 i•• i• i• ••• ••• ••• k1U' '015 drawing no. 36 60.0 eo.o W13-01 37-1/8 77.6 77.6 sheet-3-111 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR It u v FRAME SIDEUTE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME SIDELITE LEAF'DOOR SIFDDEL ETIE SIDELTTE TO DOOR MULLION WIDTH' WIDTH WIDTH WIDTH WIDTH WIDTH' WIDTH WIDTH �Y M WIDTH WIDTH HEIGHT (SEE NOTE BELOW) ` INCHES INCHES INCHES ExT.(+) INT.(-) / / / l \ y0r� 24 80.0 80.0 H C / \C l� 30 80.0 80.0 Fr / / /, A. 1 18 33 35 84 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 38 73.8 73.8 IS 42 68.6 68.6 \ \ \ / 24 80.0 80.0 a Q 6 30 80.0 80.axX) (xox) 3 M 33 35 90 80.0 80.0 )) 36 80.0 80.0 LL 111,.t 37-1/8 77.6 77.5 SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE 39 73.8 1 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH 24 80.0 80.0 O 30 35 96 80.0 80.0 33 80.0 80.0 H J E \C H J E \ 81- 36 i� 36 60.0 80.0 37-1/8 77.8 77.6 \ i / D ri r i ii ;'Z; W O Q0 Luxx \\ // \\ // ♦]m LL to Irl n n N 0 MULLION 'S OXX 3 DOOR STILE END ANCHORS (Oxxo} - 30 M rIl END ANCHORS 1 PRODUCPREVIspo, d 0 3 O O SEE SHEET 3 SEE SHEET 1 r erPlyLx wIlh rhe Fl," Z ZLL 1Wilky Coda '^ AccePllucc No y-I DIS•0� p �I�aO •'��/ IUdYtl Corbel � LEAF WIDTH SIDELITE WIDTH DOOR FRAME WIDTH H LL SINGLE(X)37'MAX. o DOUBLE(XX)72"MAX. SIDELITE TO DOOR d z z •• ••• • • • • • •• NOTE: INSTRUCTIONS: • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE m g $ USE CHARTS AS FOLLOWS. • • •• • • • • BASED ON ASTM E1300-09 3 SEC. GUSTS o •• •i i i i i i•i •• AND FLORIDA BUILDING COMMISSION } 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM •• ••• •• • • • •• TABLES ON SHEET 1. DECLARATORY STATEMENT DCA05-DEC-219 n c 2. SELECT LOWER OF SIDELITE TO DOOR MULLION En9r.JAVAD AHMAD j CAPACITY FROM TABLE ABOVE. CML '1,1 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY • 000 ••• • • • H CAN 3D38 92 TO ENTIRE SYSTEM. : : : : : : : : : o �•• �• :• ••• ••• ••• )n•- drawing no. W13-01 sheat 4 of�1 • • • • • • • • • • • ••• • •• •• • • • •• •• 0 0 0 606 0 • M �Q 0 ti g <4 —3/16'TEMPERED GLASS 0°a rr C 3/8"AIR SPACE q LL r Z N 3/16"ANN.GLASS 3/16'HEAT STREN'D GLASS $ 3/16"ANNEALED GLASS .075"Soflex CP With PET Cora .075"Saflex CP With PET Core .075"Soflex CP With PET Core By'Eastman Chemical Go.' By'Eastman Chemical Co.' By'Eastman Chemical Co.' .090"Soflex Clear And Color Glass 090"Soflex Clear And Color Glass _ .090"Saflex Clear And Color Close INIERLAYERS INTERIAYERS INTERLAYERS By'Eastman Chemical Co.' By'Eastman Chemical Co.' By'Eastman Chemical Co.' .090"Kuraray SantryGlae .090"Kuraray SantryGlas .090"Kuraray SentryGlas � I By'Kurarcy Americo, Inc.' By'Kuroroy Americo, Inc,' By'Kurcroy America,Inc.' h .090"Kuroroy Butacite PVB _ .090" Kuraray Butocite PVB .090"Kuraray Butocite PVB V) N By 'Kuraray Americo, Inc.' By'Kuraray America, Inc.' By 'Kuraray America,Inc.' � wO� � 3/16"ANN. GLASS 3/16"HEAT STREN'D GLASS 3/16"HEAT STREMD GLASS q SILICONE SILICONE a SILICONE DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 ►IIODUC f REVISED N o DOW CORNING 899 DOW CORNING 899 GE—1200 GE-1200 DOWGE—CORNING 899 r Yue •LrtwFlorY� 9uyl` GE-1200 �6 CaY g N M z z z AaepgoA t No -0/ lot O M A Z Z ii "�' ce ii I \ "' � i li \\ n i� i1 i� \ Ce•inl � �'o= I.I 0, / \ / g \ i ( OR EDGE SPACER ORRASEAL BY'QUANIX' i SUPER SPACER BY'QUANEX' 28 AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS o o Ne 7/16" LAM. GLASS 7/16" LAM. GLASS 1" OVERALL INSUL. LAM. GLASS c GLAZING OPTIONS v 0 it J N N •• ••• • • • • • •• Cod a • •• • • • • ••• • •• ••• •• • • • •• Eng,..JAVAD AHM 5PCML 70592 n 33 • 0:0 •• ••• • • • CA 536 o • • • • • • • •• • • 1 52015 • •• •• • • • • • drowingno. W13-01 sheet 5 of 71 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2BY WOOD BUCK 4 V S EDGE DIST. TYPICAL ANCHORS EOG DIST.. 18Y WOOD BUCK OR SEE ELEVATIONS .., a. SEE OTE SHEET 1 WOOD STRUCTURE METAL o c. FOR SPACING (tONCRf7TE'.,<d, SEE NOTE SHEET 1 EDGE DIST. STRUCTURE r7 ' `• EDGE .6 DONCRETE 23 1 1 I I \ \m N N m m to 9993 y\j I- ® 2t 12 TYPICAL ANCHORS \J �SEEE ELEVATIONS SEE ELEVATIONS SE ELEVATIONS FOR SPACING G n a FOR SPACING b 00 I I __ a _____________ __ I I�MIAMI-DADE COUNTY APPROVED I' th s I I i i I I SEE CLIPPED EONOA WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS 'i iI 1 el MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i -------- ----__)l II AND TRANSFER THEM TO THE BUILDING STRUCTURE. -- ---- Il y m TYPICAL ANCHORS: SEE ELEV. FOR SPACING o \ '1 rc I II y TYPE 'A'- Ile DIA. ULTRACON BY 'ELCO' (FU-177 KSI,Fy-155 KSI) "O1i I I MIN. LENGTH = 2-3/4" TYPICAL ANCHORS m I SEE ELEVATIONS C7 II II INTO 28Y WOOD BUCKS OR WOOD STRUCTURES FOR SPACING ui 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) i p K THRU 1 BY BUCKS INTO CONIC. OR MASONRY So fit u p 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) CNm W 014 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) oNM F TYPE 'B'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI.Fy=155 KSI) Z z W MIN. LENGTH = 2-3/4' 3 0^M DIRECTLY INTO CONC. OR MASONRY 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) V I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1RODUCfREV19E6 TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) y'mPllt6f witil At Ptolt•i 26 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. ea 1/8') w TIC INTO METAL STRUCTURES (HEAD/SILL/JAMBS) •atIy a STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) S '.. L.a G$ $ ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) hobttC°•trw ° R 1 I 1 I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - C I I I I m 6 i i i i TYPICAL EDGE DISTANCE m o I I I I INTO CONCRETE AND MASONRY = 2-1/2" MIN. ®� INTO WOOD STRUCTU&E}= 1" IN. • • • •• INTO METAL STRUCTy t =•3/f I�IN.•• • • • • • ° 21 • • ••IR • • • • • M6a '> t2 WOOD AT HEAD OR JASG A b.5�M . • • ••• • a m v o 23 i i i i t3 ' CONCRETE AT HEAD, SII OR•144S fr♦ 380S PSIS11+ •• C-90 HOLLOW/FILLED BLOCK AT JAMBS?m 2000 PSI it Eng..JAVAD AHMD ANCHORS MAY BE HEX OR FLAT HEAD. FIA L7p892 • ••• ••• • • • CAN. CONCfIETE; a'a 1° a •� " °' SEALANTS: TYPICAL ANCHORS ALL JOINTS AND FRAME•UNACTIOD%SCkLo 'ATH •i i • 5 201, o EDGE DIST. SEE ELEVATIONS GE SCS2000 SRICSNE SEALANT. • • •• • drowtng no. FOR SPACING DOOR DETAILS W13-(}1 sheet 8 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 900 0 • ' U5 3/8" MAX. C O 3/8"MAX. SHIM O SHIM Z 2 TBY WOOD BUCK SEE NOTE SHEET 1 ACTIVE LEAF a oo8 SEE ELEV. TYPICAL ANCHORS U TYPICAL ANCHORS '•r' FOR SPACING FFQuu SEE ELEV. ��yy FOR SPACING V p VVV p f'6Q0 0 aa 27 •,`..s..�9 Z 23 7 Ts 7 iB `!•�.': FROD:UCf REVISE PbrW 'J�a F 0 25 D.L.OPG. Iy110q�CW�. 2B '•`•'. Aecquae Noi.T11�� n EXTERIOR METAL 25A 258 Pyh•�M�+Oarc.4-L^a-` N STRUCTURE LEAF WIDTH 3 POINT LOCK WRH DEAD BOLT SEE SHEET 9 M �1YAt P CaW DOOR FRAME WIDTH e7 m OU 3/8"MAX. 0 E SHIM o $j tn 3/8"MAX.'• © O 3 POINT LOCK � f/)s i�a SHIM ,. WITH DEAD BOLT OR WOOD BUCK 8 3 N M'� .: SEE SHEET 9 W OQ 3 M CONCRETE. 2 FLUSH BOLT SEE STRUCTURE OR'-. .: SEE NOTE SHEET 1 Z Z{ � MASONRY.• ACTIVE LEAF INACTIVE LTA >o o � 2L 1B C)pg TYPICAL ANCHORS 22 V,- SEE ELEV.� �. 19 [i FOR SPACINP 0 TYPICAL ANCHORS [ 7SEE 7 D.L OPG. 7 7 FOR SP ING 2 1g D.L OPG. EXTERIOR LEAF WIDTH LEAF WIDTH y M O M- •• ••• • • • • O•' e DOOR FRAME WIDTH• • •• m • •• • • • • ••• • E%r:JAVAD AHMAD •� CML nFIA.PE 6 70592 • ••• ••• • • CAN 3538g , }• • • • • • .0. • • 5 ..t • • • • • • • • • 0 8 $ i • • • • • • • •• • • O • •• •• • • • • • dwing no. ••• .• roW13-01 A 0h?015 DOOR DETAILS sheet 7 of 1 S • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • [f v U TYPICAL ANCHORS �R SEE ELEVATIONS m I FOR SPACING .:-EDGE'DIST.° n - G z 3 ;'•>CONCREfE. ;.CONCRETC, Z a 12 J VVO Q�q�j1 g 13 4 {1 ZultQ o II II II N 28 O O m 11 3/8'MAX.-, H J MATING JAMB FASTENERS 1O III SHIM- g 2 FOR LOCATIONS �^ II - 17 t6 SEE DOOR JAMB SPACING CONCRETE SHEETS 1 k 2 m SSS v I ORRY O C.1 I n MASONRY'� O(rWfx 1 ti 0 Nin m 0 3r 04 M M Cl III V• • •' � �O it 8 C9 0 EXTERIOR o it 4 26 D.L. OPG. LEAF WIDTH Ip II II SIDELITE WIDTH DOOR FRAME WIDTH �„ g I II 26 37'MAX.SINGLE(X) 6I III 72'MAX. DOUBLE(XX) c U III FRAME WIDTH 0& TYPICAL ANCHORS v� ? SEE LO ►WOUCf REVIM ELEV. APPLY SEALANT g H 3 FOR SPACING BEFORE MATING ItlyfO�iq iM11M the FIDA e Aatptson No/ O( 0v c $ o •• 00: •• • • • • • •• ENMWie�4t� o NOTE: LIMFPJHIM TO M AL 9TRXILORE•4T:AMB:TO 3/8" e C D a m o t2 • • • • • • • • • © �gc •• ••• •• • • • •• _13 z = Engr.JAYAD AHMAD o •e CML 1 0 y 4FLA.PE2c••• ••• • • •• • • ••• • • drawing rw. CONCRETE; l�j� ° c EDGE•DIST. TYPICAL ANCHORS ••• • • • •• • W 13-01 SEE ELEVATIONS SIDELITE DETAILS FOR SPACING sheet $of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTRUSIONS BILL OF MATERIALS MISCELLANEOUS z } J ITEM 1 PART Na DESCRIPTION MATERIAL Now. REMARKS REN 1 CODE PART Na DESCRIPTION MATERIAL BNJ.F. REMARKS 0 4I' I CGI-189 FRIM HEAD AND SILL 6063-T6 CGI EXTRUDER 21 H18 C- AM BOY FOAM ABOY OR EOUIV 1e3"' r 2 CGI-190 FRAME JAMB 6063-T6 CGI EXTRUDER J.7 32084 .350 FDAl1 WSKET ram ANESDRY OR 3 CGI-196 SIDELRE HEAD AND SILL 6063-T6 Cu EXTRUDER WMING 187 x.�0 WEAINERSiRP PILE V/CENTER FIN VOm. ULTRAFAR OR EBUIV 4 CGT-197 FREE STANDING SIDELITE JAMB 6063-T6 C61 EXTRUDER W112ING 187 X.500 HIGH PILE W'STRIPPING VIML V/FIN ILTRAFAS OR ENV ITf1tg� S CGI-I98 NATO SIDELITE JAMB 6063-T6 CGI EXTRUDER DI-108-B HINGE(4 V2'X 4') ALU8UM11 CGI-CUSTDN � VFM NS a� h u 6 CGI-193 PANEL TD'AND BOTIDI RAIL 6063-76 CGI EXTRUDER AB800-US32D HONE£t4 1/2'X 4') BRASS HARK , tBWI 4 top) 7 CGI-194 PANEL VERTICAL STILE 6063-16 CGI EXTRUDER AIIII&33 HINGE N V2'X 4'> _ S/S MACER XS" V�y "I 9 CGI-199 SHEAR RUCK =-T6 CGI EXTRUDER CGI-382V RAZING BEAD HILB VRM. CGI-CUSIOII I2 CGI-191 FRAME HEAD AND SILL CREW COVER 6063-T5 CGI EXTRUDER 3/8'-16 FULLY THREADED BUD-SECURED WITH 3/8'HEX AVT 2lNC PLATED13 CG1-192 FRAIff WAD AND SILL SLANTED SCREW COVER 6063-T5 CGI EXTRUDER SETTING BACK(2 PER LITE) EPDM DUMNETER 8035 SHORE A 14 _ CGI-121 7/16'GLASS RAZING BEAD 6063-Ts CGI EXTRUDER IAA CGI-123 I'GLASS GLAZING BEAD 6863-TS CGI EXTRUDER W IS CGI-200SHEAR BLOW PLATE 6063-76 CGI EXTRUDER NOTEITEM NUMBERS 8 10 & 11 ARE N01' USE I6 CGI-195 ASTRAGAL 6063-75 CGI EXTRUDER 17 CGI-SOB SCREV MYER - 6063-T5 CGI EXTRUDER N LOCKING HARDWARE \ A PPASS DESCRIPTION MATERIAL HARUF. _REIMS (n 3 PDINi LOCK ASSEMBLY(ACTIVE LEAF) CGI-CUSTOI USED BY ALL�TIDIS O L FLUSHBDLT ASSEMBLY(INACTIVE LEAF) CGI-CUSIOI USEB BY ALL OPTI@7S IG,JI ,� OPTION ACTIVE LEVER(ACTIVE LEAF) BALDWINDUMMY LEVER(INACTIVE LEAF) BALDVIN OPTIDULDEMBDLT(ACTIVE LEAF) BN.OWIN MUPTIONWAM Y(ACTIVE I FAF) DEXTER BY SCl ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SEM d a 3 M AO IQR605 DUHRY LEVER(INACTIVE LEAF) DEXTER BY SCI. OPTIONAL Z Z OPTION 3 DH24I0 II:ADBD.T(ACTIVE LEAF) COPPER LREIX PRODUCCREVISED BL2220 ACTIVE LEVER(ACTIVE LENT COPPER am akg coupwair with 16e FbCk +lAn BL2290 D1181Y LEVER IINACTNE LEAF) UPPER CREEK BPTIMX Add A[ttpNyK No .07 , U L�pr�lY•4h LU . lIAe4 CaW SCREWS ITEM 1 PART NO. DESCRPTUN REIM IB 8 14 X 3/4'NEB WAD TENS-)R LOON ATTADBD:NT 19 16 X V2'PAN HEAD SMS-ASTRAGAL ATTACIBLNT 12'FROM ENDS 20 1 10 X 1 1/4'PH SKS-ASSEMBLY 3 PER Cl6RlUR •$ g g •• ••• • • • • • •• O p��zt •• ••• •• • • • •• p Engr:JAVAD AMMO c •• ••• • • • CML PE p 70592 CAN.338 ••• • • Mgm $}� • • • • • • • ebb • •• •• • • • • • U 015 drawing no. ••• •• W13-01 sheet g of}} • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U M f J Assembly Bolt Aesnnhly a Unkoge Any. lJnkoge Asst' (� ei �oo QaQO Rod Rad 1/2' W 4 Rd1 � o lu Hovsinq ° 110 s 3/4'PH SNS a Flushbdt �' 1 T^ V M 'Y N N N c° O O'w O p r 4 Connectwn Whet] Cmnecaon Wheelr _ o `, lnvr Keyed _T Kryed Deadbdt Assy. J8 z 1/2'PH MS Cythider/D.edboll __ Cylinder —- � O M Awy. Tophm 0 p PRODUCE REVISED Z Z li ae o w9w"wNh the rww O o YWlageask. _1 ' AeeeWwa foe i y-/a/ r•a� _ (7 O CKeyed Takleoe Flushbdt I Y� 5L�— Ac&mlar hUiti 1MaF Ce•M YAed f31ps o Wha Cpe ° TOP SECTION SHOWN (BOTTOM SIMILAR) c R V Flushbolls(inactive Panel) z z Top&Bottom _a m • ••• • • • • • •• Qogy<g • •• • • • • ••• • •• ••• •• • • • •• Engr.JAVAD AHMAD ,y CMpI j • ••• ••• • • • FLA. CPE ,A.N.553 2 m Lij • • • • • • • •• • • • •• •• • • • • • � � J drawing no. C01 CUSTOM W13-01 3—POINT LOCK sheat 9.1of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.788 ��U 3.825--- �j .082 1.625 O J .750 ZZ 1.590 .080 I 4 .100 I {3L h�-1.587 4.495 8 U 5.500 12 FRAME COVER 1O h DOOR FRAME HEAD/SILL (�a --3.825 1.587 0 4 D 2.458 w i item 1.410 � �I 1.625 062 UI.2 1.625 _ O TOP & BOTTOM RAIL -------------- 5.500 5.500 13 SILL COVER 0e0 6.438 .075 � 5 � .465- 465 1.828 1.440 0= 0L 0 La .075 1.8� 4.495 g 1.7s5 O HINGE & LOCK STILE $ 8'p N d o3 n SIDELITE TOP & BOTTOM FRAME 7 SIDELITE JAMB COVER z U- $0 . .326-y U H62 .070 1.500 .185 >•RbDUCPpgygw .805 .245 .625 6dyaj j•i104 FIor{j,r O s C"pV C7 is ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE �j 675 1.810 3.005 1.061 ( . n a m n 1.125 2.000 y m •• •9W .05� • • • 3 0 • • • • MOM.250 • •• • • • • �oamoo .120 1.4162 090 500 • • 1•y'4 • ••• • O .080- 1 .080 .;20 4.000 GLASS STOP (LAM. GLASSS n 4.000 4.000 .075 JL Engr:JAVAO-AHMAO u 0 CML o .125 .070 505 0 FLA.0 70592 `o .500 1.465 1.465 • •.• '�IV*'Z • • • .120 2.388 �_ �- • • • • • • • • e .420 • •995 *� • • • • • • • • •• • • • • • /� �Qly Browing no. .870 ••s t.�b4 • •• W 13-01 1.225 O O O 6 1 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 0 of w • •ew • • • • • • • • • • • • ••• • • • ••• • • 20 20 4 V o tQ o 20 "� ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS ASSEMBLY FASTENERS TO BE INSTALLED i , Z PRIOR TO JOINING MATING JAMBS / 4 /•/ �-b I I ^� .0 HOLE CAP ACCESS HOLE 2 o MATING JAMB O SEE SHEET 8 I 5 { Q FOR DETAIL2 -d I s (f) g 3NM J dd D 3 O1 Zz� � SIDELITE JAMB CORNER SIDELITE MATING JAMB CORNER o DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM 15 O t� •• ••• • • • • • •• Oog>$�ey� 27 • • •• f • • • • c<m u o Engr.JAVAD AKW •� CML • ••• ••• • • • KtJPN. 7P592 o yn • • • • • ♦ • • • 3 $ 5 • • • • • • • •• • • 000 • • • •• • (� 1 b drawing no. LEAF TOP & BOTTOM CORNER W13-01 sheat��of 11 • • • • • • • • • • ••• • • • ••• • • ' 5/26/20)7 Florida Building Code Online r I BCISHome I Login I User Registration I Hotropics I SubmitSurcharge I Stats&Fads I Publications I FBCStaff I BCISSiteMap I Links I Search Florida '� _ Product Approval ,USER:Public User ' 9 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# CFL16708- Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0000 Product Manufacturer JELD-WEN 0000 0•0• • Address/Phone/Email 3737 Lakeport Blvd •• • •••• 0• Klamath Fans,OR 97601 •••••• •• 0 0 0 0.a (800)535-3936 000000 0 0 0 .0000. fbcl@jeld-wen.com 0000 0000 0 0 0000 ---- 0 0 -0 0 .000.. 0 Authorized Signature Kaede McLaughlin 00...0 0-00- 0 ..•--- fbel@jeld-wen.com 000000 0 • :000:0 0000:0 Technical Representative JELD-WEN Corporate Customer Service -0 0 ' ;0-•. Address/Phone/Email 3737 Lakeport Blvd. 0- - 0 ••- 0 Klamath Fans,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com 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 1-1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden <] Validation Checklist-Hardcopy Received Certificate of Independence FL16708 R6 COI COI JW SS 2015-04-27.pdf hftps://floridabudding.org/pr/pr app_dtLaspx?param-wGEVXQwtDqu8obP/a2flZm6TudWOg6cFU1GjWrg5gY0nlM3Keyalg2akQ%3d%3d 1/4 5/2612097 Florida Building Code Online Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 • TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/14/2017 Date Validated 02/14/2017 Date Pending FBC Approval 02/18/2017 Date Approved 04/04/2017 . . •.•. ..•... Summary of Products •• : ...• ' FL# Model,Number or Name Description Geese* • • .• 16708.1 A Design Pro/Smooth Pro 1 Studio Single(X)Impact Opaque 17gpt pX 6-8 and 3 0 z 9 0 Inswing • ...• . ... Fiberglass and Outswing •. Limits of Use Installation Instructions" " •••••• Approved for use in HVHZ:Yes FL16708 R6 II A010871,9X'QPQ SS 2017-02a09.pdf .• Approved for use outside HVHZ:Yes Verified By.Hermes F.NoPero,P.E+.73778• 0 ...•'. Impact Resistant:Yes Created by Independent Trird,&V.Yes . Design Pressure:N/A Evaluation Reports •• 0 ••. 0 :0009: Other. FL16708 R6 AE PER4663 X OPQ SS 2017-02-dodf Created by Independent Third Party:Yes 16708.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R6 II A01 0872A X.GLZ SS 2016-08-26.odf Approved for use outside HVHZ:Yes Verified By.Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party.Yes Design Pressure:N/A Evaluation Reports Other. FL16708 R6 AE PER4438 X GLZ SS 2016-08-26.odf Created by Independent Third Party:Yes 16708.3 C Design Pro/Smooth Pro/Studio Double(XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R6 II A010873A XX.OPQ SS 2017-02-09.gdf Approved for use outside HVHZ:Yes Verified By.Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party Yes Design Pressure:N/A Evaluation Reports Other FL16708 R6 AE PER4664 XX OPQ SS 2017-02-09.0f Created by Independent Third Party Yes 16708.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R6 II A010874A XX.GLZ SS 2016-08-26.odf Approved for use outside HVHZ:Yes Verified By.Hermes F.Norero,P.E.73778 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUlGjWrg5gY0nlM3Keyalg2akQ%3d%3d 2/4 INSTALLATION NOTES: PREPARED BY: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE INC. S,NG DRBUILDING OP SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE BUU E.DANA BEACH OPLVD,S,EIN8 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DAN.BEACH,R35 PH:19541999-8478 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO —(954)744.4738 STUCCO,FOAM,BRICK VENEER,AND SIDING. 371/2"MAX. wEB:wN+.wuamE4N,w.�R O.A.WIDTH 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL "TYP. w „ OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 F' MANUFACTURER'S INSTALLATION INSTRUCTIONS. Ztr m S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ® \p o o JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. `D ! CL Q v,a ap Ln g3FV 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK Cl i CONCRETE/MASONRY CONSTRUCTION. O x y g7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE h A i m FOLLOWING PROPERTIES: m ti w Ia.. C OC Gy A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. m K z n'" Q B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z o g =8 = U k+WWWWWi°D C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3 z z z y + Z OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 '^ Q ¢ Q W PSI. p Z w ® N p Q o D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH QQ Y OF 2000 PSI. U i 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. i 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM REMARKS BY1 DATE EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. Add ADA illi,Muld-Point Lack GL 6/23/14 A2 A2 ANCHOR TABLEANCHOR LAYOUT B'-D'DDDR HEIGNf HISDOLUNFNTIS -OF 0U1tDING 0POP5,W aN05w4LNOT eE REPRDDU4FDW WxaIE OP PARI 6'B"DOORS B'0"DOORS WiTHONIWRIREN[DNSENTOF..RR.DRDPS,W iFMii0N5,ADWf1ON5,NIGIWGNFING,OR On A O1NG OOLlIN1EMARE NDT PERAFRTFDAND ANCHOR MIN. MIN.EDGE ImAUD ANCHOR TYPE SUBSTRATE SIZE EMBEDMENT DISTANCE MAX.O.C. MAX,D.C.SPACING AT SPACING AT NO S F. JAMBS JAMBS ,��Q.��•, 0 NOTE: (v ,• ,fj 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY, �Z:• Q WOOD SCREW #10 OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4" 77 _ ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" "O T T JY art/ Z: ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 17-1/2" 17-1/4" •• 1-1/4"-CMU ITW TAPCON 3/16" CONCRETE/CMU 1.1/4" 1" 30" 14-3/8" AFee�aH�LFJOEi ,`, FB➢E CERT.OF AUTXORDATIDN NO.]95R •• ••• • • • • • •• B2 go "� • •• • • • • • •• • • • • 000 •• DATE: DETAIL D2 • • • • • 02.05.14 2-#9X215 PFH MULTI-POINT SHOOT BOLT2 3 •• • • • •• GL/TJM SSCHK.'MSS PFH SCREWS PLATE LOCATION SCALE: NTS (RH PLATE SHOWN) •• 000 • • A010871A DETAIL BF P • • • • • • • DWG.#: TY.HOPTOM SHOOT D2 SHEET: OF8 MULTI-POINT SHOOT BOLT BOLT PLATE • • • • • •• • • PLATE LOCATION HOPPE#2098911 •• •• • • • • • • • • •• • L SILL SECTION VIEW n HEAD SECTION VIEW INSWINGSHO DuTSWINGmRDAR INSWING SHOWN OUfSWWG SIMILAR ^/ SFE DFTAil R3 SEEDUMLD2 ••• • • • • ••• • • • • • • • • • • • • • • •0• • • • • • •• •• • • • •• •• ••• • • • ••• • • PREPARED BY: BUILDING DROPS,INC. 398 E DANA BEACH BLVD.,SFE 938 41/2"TYP. 41/2"TYP. DANUBEAa,F19988a PH:(956)399-8478 11/2"OFFSET F.:(954)MA738 H WEB:w"w.buBdirgdr"pxmm M m O R I g 'RL L4 a SL230 SL130,LEFT SL130,RIGHT SL230,8'0" SL130,8.0" 2 C) u Q 3 a C3 CL DO Lu �C N� >c J Z C a Z 00 a U a C1 0 Qu Ll L -11 i o lV ; b C F- P.ANCHOR LAYOUT SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT SL600 REMARKS BY DATEAdd ADA sill,MuId-PWntLock GL 06/23/14 PfI0NAl2N eua w mxaEYFJFAAsoNNr QUALIFIED SKIN PATTERNS Add GuBiifled Skin Panem9 LS 12/23/36 .2501.010 m aTHE PROP a uw iN ANp SHALLNOT BE REPRDIAICEDIN WHfNE OR PAIR WIMOIII WNREN[DNSENf Di BU9DING DRDP9,NC. .092+01 .0301.010 su�ar�i sroriui uM¢NT tm renen�irrtnum 11/4"MIN.EMBED TYP. ,,ES F I,lo i I P.GROOVE DIMENSIONS N SEE TABLE rel �0 7 0 z z TT e 2X BUCK ANCHOR TABLE O�,• P,�'4 2X WOOD BUCK INSTALL 6'B"DOORS B'0"DOORS 2X WOOD BUCK MINMIN.EDGE MIN.CENTER ANCHOR . ANCHOR PER BUCK ANCHOR TABLE ANCHOR TYPE SUBSTRATE DIST.To 70 CENTER aav�iX �dllfJaaEEaa SIZE EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. rape axT DF AutNOAVATmx no.a9ne SPACING AT SPACING AT WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. ••• • a 0 • • • •• JAMBS JAMBS C8IISS SErnoN 3 SIDE YIEW • IiW T P`ON •1/j• COltCRLtE/CRIU• •1-1/4" 2-1/2" 4° 25° 304/4" /� • 1-3/B"-GONG. DATE: O2.0S.14 ELCO U•fMCON• •1/4"• CONf� E/C&IU 1-x'41-CMU 1" 4° 25° 30-1/4" NOTES: OWL. Y:GL/.FJM CHSS/MSS K. Y: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL NTS SCALE: 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. • ••• ••• ••• ••• ••• DWG.n:AO10871A • • • • • • • •• • • SHEET: OF8 • •• •• • • • • • ••. • •. 3 ... . . . . ... . . . . . . . . . . . . . .. .. ..• . .. .. ... . . ... . • PREPARED BY: /Or BUILDING DROPS,INC. oANu aEACH,EL 33004 Fn PH:(—)39g. n W Eg:wrv.bultAngdrops.mm 11 •\�\ 11 INTERIOR EXTERIOR EXTERIOR /. INTERIORow p 4 —r EXTEgIOR ° R! INTERIOR � m c� D S �' ^ ° d Ln LLJ m \° o¢ w "r OPERABLE HEAD OPERABLE SILL OPERABLE SILL o Q a J ��yss 4, OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING ENDURA ZAIL456SF AFCO 1-2297 U C9 F— L r i 11 EXTERIOR '/, INTERIOR 7 REMARKS BY DATE INTERIOR EXTERIOR7 INTERIOR EXTERIOR Add ADA sill,MuIR-Paint Fuck GF 06/23/14 10 �' �— Z. m .1h; o �o THI3OIXUM GTHFPRa &RLDINGDRD ' ANDSXRLL NGI RE REPRaalRSO�N VMOLE OP PARI WRH.WRIfiEN EON3F—R11.—m— T. OdGDROPS,ING. ATTERAilONS.RDan�ONS,MGXl6Xi W G,aR OTHER OPERABLE ADA SILL OPERABLE SILL 7�OPERABLE SILL ' kRM °""° 4 INSWING/OUTSWING 4 INSWING 4, OUTSWING "N ov--S ENDURA HC15000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 `,��Q ,•• •�C'Q�� = •fl• TT ? � 11 0� ............ 11 3sR-a� n �\ 9 INTERIOR EXTERIOR FRPE RRi.OF AaiHOR°AnON NQ 395JR $ INTERIOR EXTERIOR '� • • • • • •• • •.• :•: ... DATE: 02.05.14 c DWG. Y: CHK. Y: GL/TJM SS/MSS OPERABLE SILLg0PE*3kE Slid.. SCALE: NTS • •' • DWG•u:A010871A 4 OUTSWING 4 ouTSWING . . . . . . . OPTIONAL AFCO A-117 OPTIO%A't ENDURA ZOBl4565• • • • •• • • SHEET: OF B ••• • •. 4 . . . . . . . . . . .•• •• ... . .. .. ... . ... . . PREPARED BY: HINGE DETAIL AT JAMB: k HINGE SCHEDULE PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC. DOOR HEIGHT QUANTITY MED"m3mc"'..'sTE.3m DANA BEAt31,FL 33000 3PN:(0541399$0]3 FAX:19591T44.4T33 4 wEe:vww.WOdNgdrDPs.�Dm AVONO_ 1 h Lu �0T 18 19 INTERIOR INTERIOR \� / F_C Ln n i �� / OQ Q mY 1-#9 X 2-1/2"PHILLIPS h¢ Q FLATHEAD WOOD SCREW O� Z Iz� O3-#9X3/4"PHILLIPS Wg FLATHEAD WOOD SCREWS vl K EXTERIOR EXTERI\ WO 0 a 4-#9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4"LENGTH FOR 6'-8"DOORS c° USE 1"LENGTH FOR 8'-0"DOORS `0 LOCK JAMB HINGE JAMB 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY1 DATE Add ADA sill,MUItl-Point Lock GL 06/23/14 9-#9 X 13/4"PFH 3-#8 X 2"PFH 13-#8 X 13/8"PFH(6'-8"UNITS) 8-#9 X 2 1/2"PFH W/HARDWARE 15-#8 X 13/8"PFH(8'-0"UNITS) MEM6THE PPOPERIY BD .x we W/STRIKE HARDWARE 6'-8"&8'-0"UNITS W/STRIKE HARDWARE COMES W/HARDWARE ANDSHALL NOT NE NEP304W[EDwWN01£OR PART ( ) 1-MPL STRIKE PLATE wnxDurwemFN coNSENT of FvurnxD DaoPs,wc. uTEeAnoxs.ADomaxs,NwmiBi wort ss 4-MPL STRIKE PLATES 4-#8 X 13/8"PFH wanNDs roTxrs oDaDnENTARE xoT PE3N9REDANO 21 1-REINFORCEMENT PLATE DON' 20 HOPPE#2512296 I� EXTERIOR EXTERIOR !(��,•' :�ip moi= * 7 = o T T t �pc'., 1 p ,• ww 71:NTTERIOR INTERIOR o �� `�� fODE[FeT.OF autxDwu xD.xsTe •• 11 • • • ••• ••• ROCKWELL MULTI-POINT LOCK JAMB •• ••• •• DATE: 02.05.14 HOPPE MU6fI-P4IIGT•LOJr'(VM �HOPPE MULTI-POINT LOCK 5 OUTSWING SHOWN-INSWING SIMILAR ` J OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY WG.PY: HK. Y: o SCALE: NTS • DWG.#:A010871A • • • • • • • •• • • SHEET: OF8 • •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PREPARED BY: 2X WOOD BUCK Q BUILDING DROPS,INC. MIN. SIE 3M E.DANA REACH BLVD.,M.338 i o % DANA eEAcx,FL33004 EDGE DIST. WOOD ANCHOR mi:Issa139ssa7a SEE TABLE SHEET 2 �w¢ % SEE TABLE ON SHEET 2 FM:(954)744.4738 F- WE9:www.6uik➢ngdrops.mm SILICONE 2X WOOD BUCK j m FN h i-o"'b m n 0.z5" E10 IW— g=�� c y — MAX. 2X WOOD BUCK n WOODANCHOR SHIM OO Q m g 6 SEETABLE ON SHEET 2 MIN.EMBED. S`G m SEE TABLE SHEET 2 O C =) 1 HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL a� o 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED p ° ENDURA ZAIL4565F I^ p � i 0 ° SILICONE a SILICONE SILICONE C F- REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add ADA sill,MuIV-P°Int Lock GL 06/23/14 2X WOOD BUCK H DONMENT RTHEP P O N W O ,W ANO SHALL NOTBE PFPROpO[EpW WHOIE OR PART WIIHOUi WRnTEN(ANSEMOF RUILDwG DRws,wC ® OPERABLE SILL OPERABLE SILL 7� OPERABLE SILL MMF W GS TO TH6 LbCUMFM ARE NOT PERMn"(EO AND 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 2I�Z AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 n i 7 = a T T rj SILICONE SILICONE SILICONE oAi7Xeum�Al7da a.or AurxoRVAnox xo.ass>e • • • 2� 2X WOOD BUCK WeOD B" 2X WOOD BUCK • • • • • • • • DATE: 02.05.14 .. ... .. . . . .. OPERABLE SILL OPERABLE SILL OPERABLE ADA SILL GL/TJM S mss 6 OUTSWING-NOANCHORREQUIRED 6 OUTSW*GAWANCHOPVQU1REg 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 :NDUIIA ZOBL456: : : : : : : DWG.#:ENDURA HCI5000 A010871A 00 • • • • • • •• • • SHEET: OF8 • •• •• • • • • • OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW (l^J SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PREPARED BY: MIN. 1X WOOD BUCK Q EDGE DISE. (OPTIONAL) BUILDING DROPS,INC. SEE TABLE SET 2 GN •4• 398 E.DMIA BEACH BLVD.,5 338 awAsamft3sc06 zoo '•' %�� CONCRETE ANCHOR SILICONE 0 PH:(954139954139 9$478 SEE TABLE ON SHEET 2 Eaa:(9541744.4738 • wee:wR.,.nmlmn94roPs.wR, ww CONCRETE/ FCONCRETE/MASONRY MASONRYBY OTHERSCONCRETE/ O o WtMASONRY� BY OTHERS h om1X WOOD BUCKop(OPTIONAL) LtJ Q�I25" �O Q—MAX. 'taccCONCRETEANCHOR SHIMSEE TABLE ON SHEET 2 BY OTHERSO Q Im "'Y MIN.EMBED. N SEE TABLE SHEET 2 HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL Z L 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED LD U ° ENDURA ZAIL4565F W Z C1 0 o R SILICONE P CU SILICONE SILICONE D � REMARKS BY DATE •p d d p d d a d d Add ADA sill,Muld-Point Lack GL06/23/14 O. d. O CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS THt NG ANOSHaLL NOT BERFPNODUCEDINWHOlEORPART 4 OPERABLE SILL OPERABLE SILL rT� OPERABLE SILL N^6HOUTWRIfTFN aNSENTDRB ROwGOPDPS.wG uBR s1s,aoonmxs,HwxUGHTDa0Rc—R NiARcwes ro 3x°DocuNtetrt aRE xm PERMDIED ANo nrvau n 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 5��, sj F. 11, AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 �rG O 7 SIUCONE SILICONE SILICONE '�O.n % �S ropy�AtyRl�uo��G,�,,, .Q d' d .Q A' d LAd• d 398..... WALLOEi Q Q 7' FBPE CFRT.OF AUDWROATION NO.AS)B • CONCRETE/ '•• ••'• CONBHEEE/• • •• CONCRETE/ •• MASONRY - • •' •MA50NRY • • • MASONRY BYOTHERS • ••:BYSITHIRS 0•: • BY OTHERS _OPERABLE SILL �OPERAQ�E �I�.�, ••• OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NOANCHORREQUIRED 7 OUTSWING-NOANCHORREQUIRED 7 OUTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. Y: AFCO A-117 ENDURA ZOBL4565F ENDURA HCIS000 ADA G L/TJ M SS/MSS • 0:0 ••• . go SCALE: NTS DWG.a:A010871A • • • • • • • •• • • SHEET: OF8 1>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW ••• • • • ••• ••• SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. or ••• • • • ••• • • PREPARED BY: BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK Q ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 FINGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE 398 E.DMA SUCH BLVD.S 338 1 FRAME HEAD/JAMBS LAMINATED VENEER ® D P'H:19 399.841 LUMBER 0E M.l96a1'/44.4]38 WEB:wvw wWn8dropcaom COMPOSITE 2 (NOT USED) 3 (NOT USED) Lu m m N 4 ENDURA ZAIL4565F THRESHOLD - O p N 5 AFCO J-2297 THRESHOLD - a¢00^. 6 AFCO A-276/P-2000 THRESHOLD d O M g=y 7 AFCO H-497 THRESHOLD - O 2 p®p° ®� O Q J m Y 6 AFCO A-117 THRESHOLD - ° �� --:z m 9 ENDURA ZOBL4565F THRESHOLD - O O ^^ b v O ° ° HANDLE + Z 10 ENDURA HCI5000 ADA THRESHOLD - °P 4 HEIGHT R Q o • io ao ° ZD?P m o0 CZ7 o URETHANE FOAM& o 11 WEATHERSTRIP • .n e ° N N W Z POLYETHYLENE e n n m O �O Lu Z °n 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE ° HANDLE 0 O 13 (NOT USED) _ HEIGHT y 14 (NOT USED) - 0 + F. O 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ° ° I ~ U 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL • ° ° REMARKS BY DATE Add AOA sill,Muni-Point Lock GL 114 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL - 18 KWIKSET LOCK SERIES 400 STEEL m ® $ ai 19 KWIKSET DEADBOLT SERIES 780 STEEL iP O 7o x ROCKWELL MULTI-POINT TONGUE LATCH#732287686.8 UNIT aemawu NoraEREaR000e MWNo�oa Haar V/IrxDUf WRIREN fDN3ENi0F eu411a1G PROPS,INC. 20 ROCKWELL MULTI-POINT TO NGUE LATCH#73228780 8-0 UNIT STEEL AtrEaAnoNLAoonmxs,xwxucxnxG,aeorxEa N 0.63" MARRwasrorx000tusRENrARENmREReurrmaxo 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL F ', 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL O ® ♦♦`♦`��• p �,i��i 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL `��.�• % 7 jp7l. ®OC7—1 1.65"4-- c %�O-'•- L Q',: V1 OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO 1-2297 O AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(LH) '��" ��`�♦♦ VARIES,SEE BOM AT LEFT THRESHOLD THRESHOLD THRESHOLD 39e J— PRPEaar.oFAurxoRVAnoN No.nsre j " j///�j jj/ jj/ o • ••i i i •••^ i i u Op Op LJ ° 4.s6" I I • • t • • • 4.57" I 1.75" DATE: 4.563 -1t0 02.05.14 DWG. Y: CHK. Y: AFCO H-497 THRESHOLDO AFCO A-117 THRESHOLD ENDURA ZOBL4565F ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE(RH) GL/TJM SS MSS O O THRESHOLD • • • • Za THREWiOLD • 23 SCALE: NTS • • • • DWG.#:A010871A • • • • • • SHEET: OF8 • • • • I m 4.58" I `on 5.00" 4.62"--( I--4.56" I c • • • • • • 0 i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/26/2017 Florida Buld'ng Code Online BCISHome I Logln I User Registration I HotTopics I Submit Surcharge I Stats&Facts I Publications I FWStaff I BCISSiteMap I Links I Search da - Product Approval USER:Public User qkanj Product Anproval Menu>Product or Application Search>Application List>Appgcation Detail ., FL# FL10537-R2 � Application Type Revision 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 •••• ridcw@rwbldgconsukants.com ••• •••• 0 0 0 0.. 0000 Authorized Signature Rids Wright *fee** • • ridcw@rwbidgconsultants.com 0000 0000 :0090: 0000 0000 66666 Technical Representative . 6 6 6 .640:0 00000 .0 .. 6.06.. 6 Address/Phone/Email 6 6 6 6 0 •• • 6 • • • • . 666666 • 66646 Quality Assurance Representative • 0 6 6• 0 :0000: 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 L� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. 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 J.IGng,P.E. U Validation Cheddist-Hardcopy Received Certificate of Independence FL10537 R2 C01 CERTIFICATE OF INDEPENDENCE.Ddf Referenced Standard and Year(of Standard) Standard Year https://fbridabuMing.org/pr/pr app_dtLaspx?paranr-wGEVXQwtDgtfBJ2%2fM716BHP2SioK1DM3TW%2bU7BgCVAfdXQdWx¢h5w%3d%3d 1/3 5/26/2017 Florida Building Code Online ' ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10537 R2 Equiv OF STANDARDS.vdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/28/2015 Date Validated 02/02/2015 Date Pending FBC Approval 02/04/2015 Date Approved 04/15/2015 Goes Summary of Products 000 0000 000000 .. e 0000 • G .. • FL# Model,Number or Name Description Ge•Gee Ge Ge G ***so* • 10537.1 a."FiberClassic","SmoothStar", 6'8"Impact"Opaque FibergIs"le Door*R4 knswing oc"' ; "ClassicCraft"or"ClassicCraft Rustic" Outswing Configuration •••• e e o e 00*61, Limits of Use Installation Instructions.e :e ••••• Approved for use in HVHZ:Yes FL10537 R2 II Inst 105V tndf• ••e ' Approved for use outside HVHZ:Yes Verified By.Lyndon F.Sctmidt�,PE.43409 ' Impact Resistant:Yes Created by Independent jhird Party:Yes:...:G 0000 ' Design Pressure:N/A Evaluation Reports 0 000 Other.See INST 10537.1 for Design Pressure Ratings by FL10537 R2 AE Eva]105e3'l.1.Af "'. • • specific Model and for any other additional use limitations and Created by Independent Third Party:Yes '• installation instructions. 10537.2 b."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelite-(OX or "ClassicCraft"or"ClassicCraft Rustic" XO)Inswing or Outsw]ng Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.2.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 10537.2 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.2.pdf specific Model and for any other additional use limitations and Created by Independent Third Party:Yes installation instructions.(Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10537.3 c."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelites- "ClassioCraft"or"ClassicCraft Rustic" (OXO) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.3.odf Approved for use outside HVHZ:Yes Verged 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 10537.3 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.3xdf specific Model and for any other additional use limitations and Created by Independent Third Party:Yes https:/Ifioridabuildhg.org/pr/pr app_dttasp>nparanr—wGEVXQwtDgM2%2fM716BHP2SloK1DM3TW°/"2bU7BgCVAfdXQdWx¢h5w%3d%3d 2/3 5/26/2017 Florida Building Code Online installation instructions.(Note-ASTM E1300-98 utilized for areas Inside the HVHZ) 10537.4 d."FiberClassic","SmoothStar", 68"Impact"Opaque Fiberglass Double Door-(XX)Inswing or "ClassicCraft"or"ClassicCraft Rustic" Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.4.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 10537.4 for Design Pressure Ratings by FL10537 R2 AE Eva]10537.4.adf specific Model and for any other additional use limitations and Created by Independent Third Party:Yes installation instructions. 10537.5 e."FiberClassic","SmoothStar", 68"Impact"Opaque Fiberglass Double Door with Sidelites- "ClassicCrafr or"ClassicCraft Rustic" (OXXO)Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.5.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 10537.5 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.5.odf specific Model and for any other additional use limitations and Created by Independent Third Party:Yes installation instructions.(Note-ASTM E1300-98 utilized for areas inside the HVHZ) Back FN..tl • • ••e• 0040:9 •• • •e•• • Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-4871-?IE24••• e••• : 00000• •0000• The State of Florida is anAA1EEOemployer.Copyright 2007-2013 State of Florida.::Privacy Statement::AcceessblityStatement::RefunAtaemen040.4•0440 • •• Under Florida law,email addresses are public records.If you do notwant your e-mail address released in response to ate*kwecords req!w6cWyotsend eleiVICi e mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contactYa.W.4395.Tursuantto Section 455.275(l • Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departinentwi ar♦ema address C%eyaa; ane.The triamm• provided may be used for official communication with the licensee.However email addresses are public record.If you db4hotWJ%h to supply:personaaddress,algaa,%•• provide the Department with an email address which can be made available to the public.To determine if you are a licgpgl urWgr Chapter 455,F.S.,please click here.• • • • • • 0 4 4.4 Product Approva I Accepts: • • • • • ® •99® • • e••••• e ••i Clf edrk'Card Safe https://fbridabuilding.org/pr/pr app_dtLaspx?param=wGEVXQwtDgtfYBJ2"/o2fM716BHP2S1oK1DM3TW%2bU7BgCVAfdXQdWxzh5w%3d%3d 3/3 . .......... A%" THERMAITRU" i I THERMA TRU DOORS i i � mt °° fil! oWpf 1 1 B INDUSTRIAL DR., EDGERTON, DH 4351'7 ��ji1, �'•"� lip 37.75'MAX.OVERALL �4 �'••., •'•'�� SMOOTH STAR, FIBER CLASSIC FRAME W DT" ••*.•• °� ' CLASSIC CRAFT& CLASSIC CRAFT RUSTIC P9EWID" PANEL WIDTH o o x zo� FIBERGLASS DOOR o INSWING/OUTSWING y 'IMPACT' GENERAL NOTES d 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Bugding Code(FBC) M1 structural requirements including the"High Velocity Hurricane Zone"(HVHZ). o x � o 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material id �o shag be beyond wag dressing or stucco. ® y o 3. When used in the"HVHZ"thls product compiles with Section 1626 of the Florida Bu } repute an impact resistant covering. 9 Code and does not X ® m 4. When used In areas outside of the"HVHr reputing wind borne debris protection this product complies with c Section 1609.12 of the FBC and does not repute an Impact resistant covering.This product meets missile a level"D"and includes Wind Zone 4 as defined In ASTM El 996 and Section 1609.1.2.2 of the FBC. & 5. For 2x stud framing constructlon,anchoring of these units shag be the some as that shown for 2x buck ' masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed a engineer or registered architect. 7. Outswing configurations using coastal sill Item#4 meet water Infiltration requirements for"HVHZ". — 0 B. Inswing configurations and outswing configurations using threshold item#5 do not meet the water Infiltration INSWING 37.75"x 82.25' +75.0' -75.0 N requirements for the"HV`Hr and shall be totalled only In non-habilobie areas or at habitable locations SMOOTH o 0 protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is STAR less than 45 degrees. OUTSWING 37.75"x80.75 +$Q,Q .$Q,Q SHEET# DFSCRIMON TAKE OFCONiENTS CLASSIC INSWING 37.76"x82.25" +100.0 .100.0 1 Typical elevations,design pressures& ••• • • • • • •CRAFT N N a i metal notes • • • • • • • • • OUTSWING 37.75'x 80.75' +100.0 .100.0 ^N m 2 Door panel details(Srrwoth Star) • •• • • • • Z •• • • • • ••• • N^Z 3 Door panel defogs Classic Goff) • • • • • • • • GlASSIC INSWING 37.75'x82.25" +90.0 -90.0 Is 4 Door details Classic Gaff Rustic) ••• •• • • • ••CRAFT o�r� 2/24/09 z 5 Door panel details(Biber Ctas c wAm N.T.S. 9 6 Horizontal cross sections RUSTIC OUTSWING 37.75x80.75° +90.0 -90.0 Dirt.ffy. AL m' ~ : LFS 3 7 Vertical cross settlors • •• ••• • INSWING 37.75"x82.25° +75.0 -75.0 CAL sr 8 Buck and frame onchoft-2X buck masonry construction • i i i • *FIBERo o,,o.; d 9 From andmring-iX buck masonry construction • • • i• • • { C OUTSWING 37.75"X80.75' +$Q,Q .$Q,Q FL-10537.1 u 10 Bill of materials&components ••• • • • • • • • sir of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 44 41 41 43 `%NCS 46 47 EXTERIOR -- �:. Ad 0 m z 2 INTERIOR o o Z.,, 2 46 L 06Ocw poa HORIZONTAL CROSS SECTION " d a 2 47 8z 1 ® f- --4.to -{ 41 0 0 I I �o y 2 �1.53"�� -M m s f�'LU_U_U � �m � o•.. —� EXTERIOR INTERIOR M 0 g o ~ �a a LD 4T roP RAIL LOCK STILE x 3} DETAIL A-A 40 DOOR PANEL Smooth Star NOTE:WOOD/LVLCOMPONENIS:PINE(SG>=0.421 41 0 N 00000000 0 0000000 �i�` p 00000000 �{ t,tgr 47N 0000000 00000000 0000000 00 00000000 1.53 0000000 00000000 ( .tj c 0000000 Cdrlll�l� » z 00000000 ? 4S ^r 0000000 4�11 —T 00000000 �tiYY •• ••. • • i m^~ B 0000000 28.86%OPEN • 9 • • ••• • • •• NNQQ a 0000 0 o AREA MAX. HLNGE SillE • • •• • • M RAIL N i 00000 • •• • • • • • • N' Z O 0000000 ••• . : • • ' •• '• ••• VERTICAL CROSS SEC77ON DATE 2124109 °z •. •• 00000000 � � / 0000000 �'/ SCALE: N.T.S. 0 00000000 5 DWG.BY. AL m • ••• •.• • • • ML BY.. LFS 3 DETAIL A-A • • • • • • • Dw,wwc NO, 11 Panel reinforcement •• :• • • •. FL-10537.1 0 17 •1• • �• ••• • • • SHEET_L OF p ••• • • • • ••• • • • • • • • • • • • • ••• •• •• • • • •• •• 54 56 57 51 EXTERIOR 57 51 53 ;�C• �'•. 'G .......... U�••Z 2 INTERIOR 56 _E W 9 S c 3 HORIZONTAL CROSS SEC7ION56 \ 4 m a.a C; ✓n 8 Q�� CZ 51 ��°' "J G 4.06° 57 o a^ 1 0.32° era o TYP.4 a 13 CORNERS a OF PANEL o � �~� � o � o EXTERIOR INTERIOR i; m m � � � 5Z i P IL 53 LOCKSDLE Y�} DETAIL A-A m DOOR PANEL 50 Classic Craft 3 NOTE:WOOD/LVL COMPONDM:OAK CAP,PINE CORE(SG>=0.42) 57 N 00000000rn 0 0000000 144" I?iO zO M 00000000 N s 0000000 00000000 0000000 `149„ .{� �o 00000000 I I 56 0000000 0.34" b o0 00000000 `T rdr<LLdfd 0000000 � » i 00000000 ? n^ 0000000 Moiy 55 00000000 _'' •• ••• • • • • • •• NNQ 0000000 28.86%OPEN • • • • • • o AREA MAX, HINGE STILE •• • •• : : SO• M RAIL o 0 Z a 00--0-00000-0-ca • • • • • • • •• 2QVERTICAL CROSS SECTION w^ 0000000 •• ••• •• • • • •• oniE 2 24 09 i 00000000 0000000 3 SCALE.. N.T.S. 00000000 5 r wrc.er. AL m • ••• ••• • • • cmc er. LFS ; DETAIL A•A 0 • • • • • • • DMyNc NO.: M Panel reinforcement • • • • •• FL-10537.1 a' • •• •• • • ••• • • • ••• • • sxFEr 3 aF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 31 35 3d EXTERIOR 3d 35 31 33 Sh'• to =l. 111111V 7�vllll- A$wM ///,��!!!/*111 ``` Z ggw0 c8i3•.z 2 INTERIOR g2 0 x Z°v 4 E 9�Oc 1 HORIZONTAL CROSS SECTION \ ' mm a IL 4 3d cZ o 31 S. b� 1.43'1 35 In 1.49° ►{ m � iYP.4 13 CORNERS OF PANEL o EXTERIOR INTERIOR o fs'G O �U w O n L P � � 34 BOTTOM RAIL a S DETAIL A-A m DOOR ANEL 30 Clas�c Craft Rusiic 31 NOTE WOOD/LVL COMPONENTS:OAK CAP,PINE CORE(SG>=0.421 36 0 N 00 N 000000 w O 0000000 N 000000 0000000 �N O000OO f� 4.OS� oo LL O000000 I �� 00000o 0000000 000000 00 RR 0000Ooo 000000 A 00 OOO00 �/ • • • •• 3 0000000 s i •. i l i i 2QVER17CAL CROSS SECTION00000028.86%OPEN • •• • • • • •• • o=° 0 0 0 o AREA MAX. • • • • • • • 0 0 0 0 0 LOCK lTIN •• • • • •• GAS: 2124109 i 0000 0 000000 sr.-LE N.T.S. ° F0000000 OwC BY. m • ••• ••• • • • Mc BY.. LFS ; DETAIL A-A • • • • • • • GrrAANG NO.: Panel reinforcement • • • i i i • ••: i i FL-10537.1 0 • •• •• • • ••• • • • ••• • • sir 4 W-1—0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 64 66 6] 61 EXTERIORn EM 67 61 63 ? '': ►�'� ' ..T*1llt 0�•: 2 INTERIOR 66 62 9 i o Z v Ea m o 5 66 N OIL y HORIZONTAL CROSS SECTION o 67 Oz �a ® �4.1(" —{ 61 �o I o If EXTERIOR INTERIOR � � 0 0 0 a � IOP RAIL LOCK !E s DETAIL A-A J 63 m 60 DOOR PANEL - � Flber Ciazdc � 61 NOIR WOOD/LVL COMPONENTS:PINE ISG>=0.421 0 gC N 7� 00000000 C/) F 0000000 o 00000000Q 0000000 �'�� 6] jN 00000000 r` 0000000 �R 00 1 000000 O O r 53" 00000000 RI 0000000 i Ld�11dk� » z 00000000 0000000 /q 00000000 •• •.• • • • • • •• NNS 0000000 28.86%0PEN • • • • • • • • _ 0000, 000 o AREA MAX. HINGE STILE • • •• • • :OHO:RAIL w z n° 0000 0 64 • •• • • • 00000 0 • • • • • • • 0000000 •• ••• •• • • . �1 VERTICAL CROSS SECTION DATE 2/24/09 Z 00000000 0000000 5 SCAM N.T.S. 2 00000000 on BY. AL m DETAIL A-A • • s • • • • • • • • DRAWN G NO.: A Panel reinforcement •• • • • • • •• • • FL-10537.1 0 ••• • • • •• • SHEET 5 OF 10 a — — ••• • •• •• • • • •• •• • • • ••• • • 7 7 =Z�,•i �•�. � Ca 9 g , '� �l�lliv g;z 6 UN•p 10 ° 9 U 2� 19 INTERIOR ° °� ° o� 5 o IL m dn.� A 14 E d Y OZ 8v 3 ° 6 1g EXTERIOR z E N� 1-1/4°MIN. Lj y m E p Q EMB.(TYP.) p 3 HORIZONTAL CROSS SECTION p B 3 6 4 5 ��Shown w/1 x sub-buck g n 7 7 7 7 a ° m ° c � C'SINK C'SINK (T1P•) (TYP.) ° ° o n N 4 8 9 9 g z ° 60 0 s °> 10 -agaINTERIOR INTERIOR 10 " o a° ° Ltj it n d d.< ° ° nN e •• ••• • • • • • •• NND j 0 •• •• ••• • • ••• •• U 12 12 30 40 EXTERIOR ••• ••o ••i ••• 0 0 ••• EXTERIOR 40 30 14 16 onh 2/za Os °z t-1/4"MIN. L C 1t 50 60 60 50 C sem: N.T.S. 9 F EMB.ITYP.J E owc.BY: AL m' • • 1-1/4"MIN. cwc BY: LFS 3 1 HORIZONTAL CROSS SECTION • • • • ••• • • • • ��HORIZONTAL CROSS SECTION EMB.(TYP.) rc 6 Outswing shown-inswing •• o• • i• i i • ••• • • pprovo cw�w�c also approved 6 oohutswing shown-inswing FL-10537.1 0 ••• • • • ••• ••• 91FEf__L OFJ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • QN 4,0 B _ J ° INTERIOR EXTERI00'i� '•••• \\ L �'fill 11,`` o m UN•; A C za 30 40 v a Zo • C 5 10 50 60 \ g� m e a 4 40 30 _ 40 30 1 60 50 10 g o 60 50 10 8 o D D D >.. .• D 9 E 9 D v D Dv v � 2 EXTERIOR INTERIOR EXTERIOR INTERIOR D • D =$ U 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 7 Outswing shown-Inswing �7 J Shown w/1 X sub-buck �� W `N" 7 see gong al no es,son w o also approved see general notes,sheet 1 �2 � for°HVHZ"water infiltration requirements o 0 0 a a a EXTERIOR INTERIOR EXTERIOR INTERIOR 0:m a 30 40 30 40 INTERIOR EXTERIOR N m 6 50 60 50 60 o s 4 30 40 0 0 � 2 7 3 7 10 5060 E E E ZZ • :.• • ••- D v v N N Q J D D p v v v v p .D •p • • � • v• • • • P P v > .-.N m c v ° D. p.o ° v �' •• • °• • • •o v v ° v, O.o ° v _v D N^Z [�] LL 'p. D •• • • p• •- 000 • DD • v .•o•'• • ! •O• • DD V e• •s• ••°' OAR /°• • • •�{ p ° • 2 24 09 scnLE: N.T.S. F �1 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION r6 VERTICAL CROSS SECTION °ice•BY; m 7 Inswing configuration h ng co aft • • ��Outswing conftguraflon °"w BY: LFS ; see general notes,sheet 1 • s e general r t- I • • • • see general notes,sheet i DRANNG NO.: for"HVHZ"waterinfiltrafton • fpr"HYl6T'w erin n• ••� for VHZ"waterinftltrafion FL-10537.1 n requirements • rawkements•• • • • • • requirements o a 000 • • • •• • M-EET 7 OF10 N L3 0 a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11.5'MAX. 4" O.C.(TYP.) 4" �• � ., $.414 � {, UN Ato l U TYP. D TYP. D L Eq E� 9_mCW TYP.HEAD& 8 1 a a MASONRY MASONRY JAMBS \ 4 MASONRY V OPENING OPENING OPENING ;z° ��' FRAME 2X BUCK—.... 2X BUCK o 0 2X BUCK �v z� ^O 00 C0 0 j U O o U a a n 3} S BUCK ANCHORING BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB K m ri DP<=BO psi BO<DP r--100 psf Masonry 2X buck construction v 0 N U P o F � N CONCRETE ANCHOR NOTES: N 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to L o maintain the min.edge distance to mortar joints,additional concrete anchors 5 a a 3 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 2 g3 Concrete anchor table w �p MINCEARAN � MINCIE4RNG � -8 ANCHOR ANCHOR MIN •TOAONRY TO ADJACENT • • •EMgM ❑ N z EDGE; ;ANCHGQR �Z N z o° IT W ••• ••� ••� ••• • • ••• 12 oah 2/24/09 i TAPCON• ELCO scAM N.T.S. o r ULTRACONa 1/4" 1-1/4' 1" 4" HINGE DETAIL LATCH&DEADBOLTDETAIL On.BY: AL m • ••• ••• • • • CM BY.. LFS 3 WOOD SCREW INSTALLATION NOTES: • • • • • • • • • d 1.Maintain a minimum 5B"edge distance,I"end distance,&1"o.c.spacing of oenwuac +o.: •• i • i i : • ••: i : FL-10537.1 0 wood screws to prevent the splitting of wood. • •• •• • • • • • ro ••• • • • •• • SHEET$OF 'D d ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �W, �: � TYP.HEAD ��i,�'• V,V �a JAMBS .,, - 8 o 0 grrr ,PV `�� z v_ a oz� MASONRY `°P' \ E m Z m o a OPENING N 9 d t a m d a d 17 V 9J G R 15 3a FRAME R 0 0 17 14 Er ma O 1X BUCK (n } z LATCH&DEADBOLT DETAIL W m = y�j ZUZ F 0 ¢O � LUo a• �a a a Q U O HINGE JAMB FRAMEANCHORING STRIKE JAMB ` U Masonry 1 X buck construction o 0 CONCRETEANCHOR NOTES: 11 0 0 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. L H 2. Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a a a maintain the min.edge distance to mortar joints,additional concrete anchors 12 may be required to ensure the MAX.ON CENTER"dimension are not exceeded. 12 ", n a o w 3 Concrete anchor table: •• ••• • • • • • •• H MIN.CMARANCt WIN CLEARANCE' i i ••i i i i i i w N W ANCfLQR ANCHOR Ml T&MASON6 TO A WACEN7 • •• • • • • ••• • 12 o z EMBEDMENT • • • • • • • • • 12 N z v ELLE ANC1LOk. s •• *00 •• • • • •• 11WOnrE 2/24/09 i 1-1/4" 2" 4" O TAPCON scv.E: N.T.S. IiVV HINGE DETAIL BY. AL m' TAPCON® 3/16" 1.1/4" 3" i-1/2" • 6:0 ••• • • • CW.BY. LFS 3 WOOD SCREW INSTALLATION NOTES: • • i i ORAMN NO.: ¢ 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of • • • • • • • •• • • ° • •• •• • FL-10537.1 0 wood screws to prevent the splitting tting of wood. ••• • • • ••• ••• ro a SHEEP 9 OF 1 0 � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS %.�`�� ITEM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL .�%.'�••',••••• '•.,��+ m A 1 X BUCK SG;-* ETAIL 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR-SEE DOOR PANEL DSHEET FOR DETAILS ��Cr W B 2X BUCK SG t 0.55 WOOD 31 DOOR SKIN 0.095'THK. CC RUSTICI Fy=6,000 PSI MIN. FIBERGLASS C MAX.1/4"SHIM SPACE 32 TOP RAIL CLASSIC CRAFT RUSTIC WOOD D IX X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL 33 LOCK&HINGE STILE(CLASSIC CRAFT RUSTIC) WOOD/LVL E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 34 BOTTOM RAIL CLASSIC CRAFT RUSTIC) COMP. '�i��'•.,••• •:4g�� o 'm 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 35 PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT RUSTIC STEEL �i ``� G 3/18'X 3-1/4"IIW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE ',1.01 j111.111y �«` -z H 1/4"X 3-1/4"ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS v •z° J 1/4"X 3-3/4"TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065'THK. SMOOTH STAR =6,000 PSI MIN. FIBERGLASS °c w L #10 X 2-1/7'PFH WOOD SCREW STEEL 42 TOP RAIL SMOOTH STAR COMP. ` 1" m a a 1 INSWING ADJUSTABLE THRESHOLD(IS300AJ) ALUM./WOOD 43 LOCK STILE SMOOTH STAR WOOD/LVL v 2 INSWING THRESHOLD(IS300HP5) ALUM./COMP. 44 HINGE STILE SMOOTH STAR WOOD `o i 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD(ISP30M) ALUM./COMP. 45 BOTTOM RAIL SMOOTH STAR) COMP. ' 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEEL IL "7 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE - 6 INSWING THRESHOLD ALUM./COMP. 50 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.09S'THK.(CLASSIC CRAFT)Fy=6,000 PSI MIN. FIBERGLASS of 8 JAMB PINE SG>=0.42 SMOOTH STAR,FIBER CLASSIC WOOD 52 TOP RAIL CLASSIC CRAFT COMP. --18 9 JAMB(OAK)SG>=0.67 CLASSIC CRAFT&CC RUSTIC WOOD 53 LOCK STILE CLASSIC CRAFT) WOOD/LVL fKc� k'o 10 WEATHERSTRIP FOAM 54 HINGE STILE(CLASSIC CRAFT) WOOD/LVL I En 11 HINGE STEEL 55 BOTTOM RAIL CLASSIC CRA COMP. � a 12 #10 X 3/4"PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT STEEL m =j Ad 13 #9 X 3"PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 0° FI 14 LATCH STRIKE PLATESTEEL 60 FIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS 'I o 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065'THK. FIBER CLASSIC FY=6,000 PSI MIN. FIBERGLASS as 16 #8 X 2-1/7'PFH SCREW STEEL 62 TOP RAIL(FIBER CLASSIC) COMP. ' m 17 #8 X 3/4"PFH SCREW STEEL 63 LOCK STILE FIBER CLASSIC) WOOD/LVL 18 KWIKSET PASSAGE LOCK-SIGNATURE SERIES STEEL 64 HINGE STILE FIBER CLASSIC WOOD 19 KWIKSET DEADBOLT-SIGNATURE SERIES(980) STEEL 65 BOTTOM RAIL(FIBER CLASSIC) COMP. -E 66 PANEL REINFORCEMENT 0.023"THK. FIBER CLASSIC STEEL 67 FOAM CORE POLYURETHANE N (� 5.72" 5.85° f?i o 0 4.5FA S.B5.87" � T' u�i w s L .so h (T'\-THRESHOLD THRESHOLD Inswing adjustable 2 Inswing ccQustable •• ••• • • • • • 4HRESHOLD THRESHOLD N w • • • • • • • • •1 Inswing sella 4 o • • •• • • • • OutsvAng coastal N 'm (+ 5.83" z •• • • • ••• • 4.56"� 5.75" T • • • • • • • • z T •• 000 •• • • • •• °nrE 2/24/09 z _cALE: N.T.S. OWa.BY: AL m 1— OWL BY: LFS 3 THRE • • • • • • • • • O HEAD 6 SIDE °w NO• S O tutswing standard 6 lnwft tD • r • • • • • •• • • 9 8 I'"^"'� �_} •• • • • 000 Jamb FL-10537.1 0 mox. p-tb4 i 50.0 • • •• s� 10 Or 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T MIAMI•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.miamidagLgov/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. 0000 APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel L20 Alum. fQ9.0g.Sliding..... Wdw. (L.M.I./S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 010111b with vision "G" .' dated 05/02/16, prepared by AI-Farooq Corporation, signed and sealed by Javad fid,P. 9.;bearing the ••:- Miami-Dade County Product Control Revision stamp with the Notice of Acceptaf W Mr?nber and txpiratiop.... date by the Miami-Dade County Product Control Section.' •'•. .••". MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0 0 0 0.. .• •. 00000 • 0000.. LDuTATIONS: •••••• 1.Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devis1s per YBC riquirgments.•G 00:0 2.The Day Lite Opening's(D.L.O.)of maximum 495/g' inch(Width)by maximum 55J/4-inc4 Vreig*ht). :•.G LABELING: Each unit shall bear a permanent label with the manufacturer's name•or logo,0citP, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.05 and consists of this page 1 and evidence pages E-1,E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMMADE COUNTYJM NOA No.15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 Pagel i 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 7avad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202-94 '- along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laborajgt gs, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealgd 1 y Ram&%h sG.'Patel ..... P.E. .. fees es . 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading F.�r:TDC TA';202-94 """ 2) Large Missile Impact Test,per FBC,TAS 201...94 .. ••••; 3) Cyclic Wind Pressure Loading,per FBC, fA&203•-94•••..' ..... along with marked-up drawings and installation diagram of Ef gdd2: f xed.wil:dow, to ••• qualify DuPont "Butacite" PVB interlayer, Duraseal(& and Q74i:Spacer% insulatinY":' glass spacer, prepared by Certified Test Laboratories, Test S epttj No.•C1!LA-305.6. • WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,PSE. . . ...... (Submitted under previous NOA No. 15-0512.05) see ••• • 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 2i-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series project out window,to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 154929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-1 r CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTmTUED) 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 seizes 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 previota 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, signer axi%seale(1"1 Vinu•J`••:• .. Abraham,P.E. *6 • 6666.. ..666. 666600 (Submitted under NOA No. 10-0510.12) 6 0 6:6 9 6 6666.. 66666666 . . 6 0 C. CALCULATIONS •••• •••• ••••• 1. Anchor verification calculations and structural analysis, coViryrng Akh.UBC 5'11: E996 dition (2014), prepared by AI-Farooq Corporation, datcd0 AW17/15 revised on .- 05/11/16 , -05/11/16 , signed and sealed by Javad Ahmad,P. E. 6 606966 6666.. - 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 "Butacite®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 I'SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. Jorge M.131asencia,P.E. Product Control Unit Supervisor NOA No. 154929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E--2 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel,P.E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon,P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel,P. E. (Submitted under previous NOA No. 1 S-OSI Z 05) 0 0 0 0 S. Testing Proposal issued by the Product Control Section, d4te4.102/16/ 4,signed by--:- Jaime y•:0Jaime Gascon,P. E., Section Supervisor. 00 4040;0. 00 0000.. .. . 0000.. (Submitted under previous NOA No. 15-0512.05) 0 0 0: 6. Laboratory compliance letters for Test Report No. HTIA O.0A0102-10,.issued pyo••; Hurricane Test Laboratory, LLC, dated 06/04/10, signed anti•sealed•by*Vinu 03.0 0 . Abraham,P.E. 00000• 000.. 00••0 0 0000 . 0000.. (Submitted under NOA No. 10-0510.12) 0 0 0 0.• 0• . . . . ..0000 G. OTHERS 0 0000. . 1. Notice of Acceptance No. 15-0512.05, issued to CGI Winddws'& DUU- for then 0 Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., apprbved on 08/20/15 and expiring on 09/22/20. Jorge M.PIasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-3 M1 TYPICAL ELEVATION 111 110" FLANGE WIDTHMAX - --.. BUCK WIDTH 5 1/2- (� . 5 AHEAD/BILI 3TMMAx•P. mGl Z q J HEAD/SILL 5 b M7G.STILE `$ 1 7 _'`♦ I `MTG.STILE \ $ } m E II F jj F E1 11 F jj F 8 6 II B u 6 7 II i♦' illli/ .�-. M 0 (� 11 m ll N -II - II jj F- 11 `Vm / 1 VATD FALSE MUNTINS L.ANCHOR REDD. FALSE MUNTINS(SURFACE APPLIED) 32 7/8' 32 7/8' CENTER OF AL PANELS (SURFACE APPLIED) 32 7/8" 32 7/B' ADDL ANCHOR REOD.AT CENTER OF ALL PANELS OPnONALD.L.OPG. D.L.OPG. ED OR OPERABLE OPnONAL D.L.OPG. D.L.OPG. FOXED OR OPERABLE �' 0 v ABOVE 30'PANEL WIDTHS ABOVE 30'PANEL WIDTHS C w 36 3/8' AT HEAD/SILL 36 3/8' ,4F AT HEAD/SILL VENT WIDTH VENT WIDTH C N FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME Nf O M n 110' �srZ -,�A'''�'� BUCK WIDTH O 5 1/2' 13 5/16' o AX. HEAD/SILL S•TYp K' HEAD SILL m E'j U Z SERIES SENTINEL 120 B �- 161TG.STRE _ g ALUMINUM HORIZONTAL SLIDING W1NDOTP PRODUCT REVISED / ♦ /l^ n DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER as eomplyylng with the Florida CHARTS SHOWN ON SHEETS 2 & 3. Building Cade NOA-No. 75-0929.73 XI jj APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expiration Data 09/2212020 c ' E2 ii F u F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY o R CS e II 6 n 6 APPROVED WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS BY c6 IN BETWEEN. Mlam ado product Control o E, e IP LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS y N iiINSULATING LAM. GLASS ; m v o THIS PRODUCT RAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c o r^^ In _____JL_____ _---_�y____ • • • •REOUIREMEMS OF THIb§014 (5TH EDITION) FLORIDA BUILDING CODE LARGE MISSILE IMPACT .• w •IN&UDIAG ORGFAVELMCLTY HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACT '5 g E �� • R ••:W&D:UCS.MUST BE ANCHORED PROPERLY TO TRANSFER U o B2 u • Pdy •L04DS j0 W1�E- U E. 8 _ II •• •• ••ANCARS RiAtf BEA§ LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS ��` •� •p��g // o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. VCEN3�c'•,'Cd //� 1 ,1 / ♦ ♦ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE `d FALSE MUNTINS / - w ••• •••NOT DART OF THIS APPROVAL ` T o ga (SURFACE APPUINS 3z 7/8' 32 7/8' • • • A+.OA•DURATION WCRNASF•IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •* Y a oPnONAL D.L.OPG. O.L.oac. •• • A:SjMS•TO%I.01GH.*UdP:CT, NON-METALLIC AND NON-COMPRESSIBLE. t � 36 3/8' • •• •• �tls INC LUQ�ISG BLT ADT LIMITED TO STEEL/METAL SCREWS,THAT MAY 1 1201 8TA OF _ 1 drawing no. VENT WIDTH C INTO C010T1fCT W01{•OTHER DISSIMILAR MATERIALS SHALL MEET THE //.<Q ........... ♦` W10-'18 FIN FRAME REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE&ADOPTED STANDARDS / 11111IItlll Sheat 1 of 1 1 • • • • • • • • • • • •• •• • • • •• •• TYPICAL ELEVATION ttt• _ FLANGE WIDTH 110' U O FLANGE WIDTH 6' 5 1/2- of HEAD/SILL 5 T, m G{ HEA/SILL 5'TYP. O A m n C NTG.STILE o b1 MTG.STILE IL it attt oiq E II F 11 it F E1 11 F 11 II F ]{�N p� I lip a 1D 6 11 II �L7 N/ II II II it � II 11 Z s�I ----Ir--- n u I u uall R X(p (pit I Eel81 11 Iit I O 1 11 5 R 21 � r / C FALSE MUNRNS I ADDL ANCHOR REOD. FALSE MUNDNS ADDL ANCHOR REOD. (SURFACE APPLIED) 24 1/2' 49 5/6' AT CENTER OF ALL PANELS (SURFACE APPIlED1 24 1/2'♦` 49 5/6" AT CENTER OF ALL PANELS 9 2 OPTIONAL FIXED OR OPERABLE OPTIONAL O I... D.L OPG. D.L.OPG, p.L OPG. D.L OPO. FIXED OR OPERABLE d l�J ABOVE D/S PANEL WIDTHS ABOVE 30•PANEL WIDTHS LJ 28' AT HEAD/SILL R. FA AT HO/SILL VENT YOM VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 3NM`�j 110° M n BUCK WIDTH 3 O N 5 1/2" 13 5/16' O MAX. 6.MAX. MAX. HFAO/SIU. TYP. HEAD/SILL I U _ ,MTG.STILE 8 U / N II 11 II E2 II F li II F o � m II 11 II • •• • • • • • O � ii II II • m• • • • ••• ! � o B2 II 11 '�• • • • • • • ``1`tt4 11 I It// 11 11 •• •• •• C • • •• 6 ♦ ♦ PRODUCT REVISED ae o.omplvy."g with the Florida FALSE MUNRNS - : 0:0 •:• ••• ••f ••• NOA-NB Cotle •* _ ti •a� •• (SURFACE APPLIEOJ 24 1/2' 49 5/6' • • • • • • • • • NOA-No. 75-0829.13 Of�ONAI. D.L OPO. D.L.CPO. • • • • • • • •• • • Ea IrmOon D t 0912PJ2020 '• • •• •• • • • • • p '® OP '•OM1` drOWIn no. VENTD1H ••• • • • •• • Dr MAY 1 i 201 �'. •' "�OA1D*•' �� W10-18 FIN FRAME mtemt- a product ontrot /i�SaS`/� ��f�@�G�` /tT1 111 t1 sheat1-IOf 11 • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF V (XO OR OX SIZES) (XO OR OX SIZES) 119 a SID.MTC.RAIL H.D.MTO.RAIL STD.MTG.RAI. H.D.MTC.RAIL H.D.WIG.RAH, �Y GLlBS TYPES Gf.L48 TYPES MASS TYPES GLISS TYPES aim TYPES FLANGE DUIS. BUCK DIMS. 'A'&'Al','B'&'B1' 'B'&'BL' FLANGE DIMS. BUCK DIMS. 'A'&A1','8'&'H1' 'B'& WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT(+) INT.(-) EXT.(+) IHT.(-) Q, a, 28-1/2' 25-1/2' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 37" 26' 36' 26" 65.0 65.0 80.0 90.0 B-15/18 26' 7-15/18 25' 65.0 55.0 80.0 90.0 65.0 65.0 , 8 53-1/8' 52-1/8" mo 65.0 80.0 90.0 83-1/2' 82-1/2' 65.0 55.0 80.0 90.0 65.01 BSA C 74' 73' 65.0 55.0 80.0 90.0 55-3/4' Sd-3/4" 65.0 65.0 80.0 90.0 65.0 MO 7^� 28-1/2' 25-1/2" 65.0 85.0 80.0 90.0 8-16/16 38-3/8' 7-15/18 37-3/8' 85.0 65.0 80.0 50.0 65.0 65.0 {7� {�1 37' 36' 65.0 65.0 80.0 90.0 83-1/2' 82-1/2` 65.0 65.0 80.0 90A 65.0 65.0 38-3/8' 53-1/8° 52-1/8' 37-3/8' 65.0 65.0 1 50.0 1 90.0 55-3/4' 54-3/4' 55.0 55.0 80.0 90.0 65.0 65.0 a 74" 73" 65.0 85.0 80.0 90.0 8-15/16 50-5/8' 7-15/18 49-5/8' - - - - 65.0 65.0 26-1/2' 25-1/2" 65.0 65.0 80.0 90.0 83-1/2" 82-1/2' - - - - 65.0 65.0 37' 36' 65.0 65.0 80.0 90.0 55-3/4" 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 t7l.x g 50-5/8' 49-5/8' Z 83-1/8' 52-1/8" 65.0 85.0 80.0 90.0 8-15/18 63' 7-15/18 62"• - - - - 65.0 65.0 W 74' 73' 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' - - - - 65.0 65A 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 37' �" J6" 62" 65.0 65.0 80.0 90.0 53-1/B" 52-1/8' 65.0 65.0 80.0 90.0 Lj 74' 73' 60.2 60.2 80.0 90.0 C n (1/3W) (2/3W) ,n a r,1 e .(1/2W) (1/2W) Tr f!1 �• G F 1 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH N n m 'XO OR OX' R 0 a M ro3 �z OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 3 0 'XO OR OX' v o 0 h.TYP. BUCK DIMS JS'7YP. BUCK DIMS BUCK DIMS J: 7111 FLANGE FRAME G N �Q�AL LEG FRAME FLANGE ADAPTOR FRAME cP i FLANGE DIMS FLANGE DNS o R qi� •• ••• •• FLANGE & FLANGE ADAPTOR FRAME all - ON EQUAL LEG FRAME . .. . . . . ... . • • • • • • • • r `jj11L 111 Tr7jI PRODUCT REVISED � d • ••• ••• • • •as oom 1Y1�I wllh the Florida 0.7 9 �. NOTE: • • • • • • • • Building Code 00 so* IfoA-No. 15-0929.13 GLASS�APAeITIES ON THIS'3HEbT ARE• • • • a E4 E4 BASgB ON �'130(1t 9 23 EC. GU9Y� • ■[Plretlon Date 09/2212020 •AGF '�p,11 •QQ 2 ) • • draw(ng no. AN%JVRID 9U1LDiNG•('bMATI ON • •s , OBtoP.. �� STD. MTG, RAIL: H.D. MTG. RAIL, DECLARATORY STATEMENT DCA05-OEC-119 miam- a Proauat ons trol 14AY 1 ' 201 �i�s/®,MAb�o�� W1 0- S 111 t 11111 sheat $ Of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY - PSF E5 - (%OX SIZES) (XOX SIZES) !!•�� STD.MTG.RAIL H.D.INTO.RAIL M.MTG.RAD, A.D.MTG.RAIL H.D.MTC.RAIL ill GLASS TYPES cum TYPES GLASS TYPES GLASS TYPES GLASS TYPES �• 16 ; FLANGE DIMS. BUCK DIMS. 'A'&`Al'•'S'&`BI' 'B'&'Bl' FLANGE DIMS. BUCK DIMS. 'A'&'A1','B'&'BI' IS,&'BI' 'C&'01' h WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXr.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) F 74' 73' 65.0 65.0 80.0 90.0 74' 7J' 65.0 85*0 80.0 90.0 85.0 65.0 p v WB-1/4" 26" 105-1/4" 25" 65.0 65.0 60.0 90.0 106-1/4" 26" 105-1/4" 25" 65.0 65.0 80.0 80.0 65.0 65.0 'GSJI 1}1' 110' 65.0 65.0 80.0 80.0 111' 110' 65.0 65.0 80.0 90.0 65.0 65.0 a 74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 85.0 80.0 90.0 65.0 65.0 108-1/4' 38-3/8' 105-1/4' 37-3/8' 65.0 65.0 80.0 90.0 106-1/4' 38-3/8' 105-1/4" 37-3/8" 65.0 85.0 80A 90.0 65.0 65.0 V O yY el�ql 11I' 110' 65.0 65.0 80.0 90.0 111' Ila' 65.0 65.0 SIL 90.0 65.0 85.0 74' 73' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65A 65.0 106-1/4" 50-5/8' 105-1/4" 49-5/8' 65.0 65.0 80.0 90.0 106-1/4' 50-5/8" 105-1/4' 49-5/8' - - - - 65.0 65.0 S� 111' 110" 85.0 65.0 80.0 90.0 1 111' 110" - - - - 65.0 85.0 74" 73' 65.0 55.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 05.0 65.0 W 106-1/4' 63" 105-1/4' 62" 61.6 61.5 80.0 90.0 108-1/4' 63' 105-1/4" 82" - - - - 65A 85.0 4i 111" }10" 60.0 B0.0 80.0 80.0 111' 110` O N \ Uwl C (1/?W) (1/3w) (1/3 (1/4>� (1/2W) (1/4W) 0 W cn f+l OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH M n cZ� 'XOX' XOX' o XP TYP. SUCK DIMS IS`TYP. BUCK DIMS BUCK DIMS ryg A 0 FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME o I� FLANGE DIMS I FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME .. ... ee EQUAL LEG FRAME m • •• • • • • ••• • }11111 I/ • • • • • • • • • �1 l/00 000 00 0 a 0 so7 �� S:•y,0EN9F'• �� m PRODUCT REVISED Fl NOTE: •:• 000 • • • as complying with tih lFta Florida -.�.1• .' S ulldin8 Code GLASS CAPACITIES ON :HIS ZHE!T ARE: OA-No. 15-0929.13 Ea E4 BASI-0 ON //�S5IIM t130Q�09 d(3 SEIM GUNS) • �xplration Date 0912=020 � TE OF S drawing no. AN&ffRID$ L1ILDING°COkMr '.AION • ° . �(ORIO?:' \ �� WHO_ $ STD. MTG. RAIL: H.D. MTG. RAIL: DE TORYY STATEMENT DCA 5-DEC M • BY I4AT 9 9 201 �.,d'S�Q �i��:,� MIomI-0 a roduot Control /fit., 111 sheet Q,)of ••• • • • • ••• • • • • • • • • • • • • • •• •• 000 • •• •• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSF 4. V a (XO OR OX SIZES) (XO OR OX SIZES) 7� o STD.MTC.PAZ H.D.MTC.RAIL - SID.MTG.RAIL H.D.MTC.RAIL H.D.MTG.EAU. GIASS TYPES DUBS TYPES GTYPES GLSS9 TYPES GUSII 1YF8S 'Z h m 1838 3 BUCK DIMS. 'A'&'AL','8'&'81' IS,&'B1• RUCK DIMS. 'A'&'Al','B SeEl' 'S'&'Bl' '0'&'CI' o q WIDTH HEIGHT EXT.(+) INT.(-) EKL(+) INT.(-) WIDTH HEIGHT IXf.(+) IM.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2' 65.0 65.0 80.0 80.0 1 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 36' 25" 65A 65.0 80.0 80.0 7-15/18 25' 65.0 65.0 80.0 80.0 65.0 65.0 1WS;{lV SCT 52-1/8' 85.0 65.0 80.0 BOA 82-1/2' 65.0 65.0 80.0 50.0 65.0 65.0 73 C' 65.0 65.0 80.0 8G.0 54-3/4' 85.0 55.0 80.0 80.0 65.0 65.0 8 0 �l 25-1/2' 65.0 65.0 80.0 80.0 - 7-15/18 37-3/8' 65.0 55.0 80.0 80.0 65.0 65A OO gI.g 36' 37-3/8` 65.0 65.0 80.0 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 a y Q _ SCO C 52-1/8' 85.0 85.0 1 80.0 80.0 54-3/4' 85.0 65.0 80.0 80.0 1 8§.0 65.0 � a 73' 65.4 85.0 80.0 80.0 7-15/16 49-5/8' - - - - 65.0 65.0 25-1/2' 65.0 65.0 80.0 80.0 82-1/2' - - - 85.0 65.0 16 38' 65.0 65.0 80.0 80.0 54-3/4' 69.0 65.0 80.0 80.0 id 65.0 V'a p 49^5/8' t0 52-1/8' 85.0 05.0 80.0 80.0 7-15/18 82' - - - - BS.O ;973` 65.0 65.0 80.0 80.0 82-1/2' - - - - 65.0 25-1/2' B5.0 65.0 80.0 80.0 Q 36' 85.0 65.0 80.0 80.0 n 52-1/8' 82' 85.0 65.0 80.0 80.0 U m 73• 60.2 60.2 80.0 1 80.0 0/3W) (2/3W) C c N O (I/2W) (1/2W) (� ii iS G C�j OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH / a nto a 'XO OR OX' 3 N OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH z E�- 'XO OR OX' $�v 0 BUCK DIMS FIN FRAME g� 1 .. ... . . . . . .. FIN FRAME g • .• • • . • . til III( O E5 E2 .•• ••• •• • • • •• ��` W• 77i S '� C ( � PRODUCT REVISED 0 70 E ea complying with the Florida NOTE: •i• • • ••• ••• •• Building Code -Y�• ;w GLASS CAPA@MES ON THIS SHEET ARE. • • 0A-No. 15-0929.13 E4 E4 RASEI ON E130(sj18 3 EC GUn) • 4xpiration Date 09f2212020 STATE OF ?•4y� drawing no: AN jWRID�bUILDING•G'OM I$S ON •• •. By ` 14AY 1 1 20'��S''•�ORIDA..'�!�` W10-18 STD. WM. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 Miami-Doug Product Gontro Iii S/Q�� 4�`� /f1f1111I1tt sheat 3 of 1 1 ••• • • • • ••• • • • •• •• • • • •• •• • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF p (XOX SIZES) _ (xOx SIZES) � V STD.MTG.RAM B.D.MTG.RAD. STD.MTG.RAM H.D.MTG.BAIL H.D.MTG.RAIL ,,@ GIASs TYPES GLISS TYPES GLASS'TYPES Guns TYPES MASS TYPES 0 BUCK DIMS. 'A'&'AI'.'8'&'B1' '8'&'B1' BUCK DIMS. 'A'&$1','S'&'81' '8'&'BI' '0'&'CI' WIDTH HEIGHT DCT.(+) INT.(-) EXT.(+) IM'.(-) WIDTH HEfOM EXI'.(+) INT.(-) EXf.(+) IM.(-) tM.(+) INT.(-) •t 73' 65.0 65.0 80.0 80.0 73" 65A 65.0 80.0 80.0 65.0 65.0 n� qO- v 105-1/4' 25' 65.0 65.0 80.0 80.0 105-1/4' 25" 65.0 85.0 80.0 80.0 65.0 65.0 r ty 110" 85.0 85.0 80.0 80.0 110" 85.0 68.0 60.0 80.0 65.0 85.0 uar•p 73" 65.0 65.0 80.0 80A 73' 55.0 65.0 80.0 80.0 65.0 65.0 105-1/4" 37-3/8" 65.0 65.0 80A 80.0 105-1/4" 37-J/8" 65.0 65.0 80.0 80.0 65.0 65.0 p 110" 85.0 65.0 80.0 80.0 110' 85A 65.0 80.0 80.0 65.0 65.0 O 4 C @ 73' 85.0 65.0 80.0 80.0 73" 85.0 65.0 80.0 80.0 65.0 65.0 105-1/4' 45-5/8' 65.0 65.0 800 80.0 105-i/4' 49-5/B" - - - - 85.0 65.0 s 110" 65.0 65.0 60.0 80.0 110' - - - - 65.0 65.0 a• 73' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 55.0 65.0 $ ♦: t08-1/4' 82' 61.6 61.6 80.0 80.0105-1/4' 62" - - - - 65.0 65.0 ' 110' 60.0 60.0 80.0 80.0 110" - - - - 65.0 65.0 O N ` V 0 (1/3w) N (1/3W) (1/3W) (1/4� (1/2W) (1/4W) 0 o A.' C O u)�9 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 3 'xOx' 'xOx, R o � O HOCX DIMS o o FIN FRAME tll N e O C e d •• ••• •. • •• FIN FRAME y g • • • • • • • • • `111111111I( tY7 ES DUCT PROREVISED d - PRODUCT with the Florida T0592 g �• ••• ••• • • • Building Code NOTE:•• • • • • • • • 'PDA-xo. 15-0929.13 GLASS•CAPACITIES'ON•iHIS•SH@ET ARB • • • ^.,�;�, _ • • • .,Ireton Date 0912212020 E+ E4Cu ON gsTM•E130�l 09 (3 SEC. GUSjS)• • P �� •' DP ?• � drawing no. ANp•GLORIgA BUILDINf•�OhTh�S�ION •• •Dy p gn �/,,"�'••• ...°A•'C9� �fi(1 Q-�$ STD. MTG, RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 Mlaml-D a ro not Con ro UAY 1 1 20 tl 1 Ilttt ahaet3.lof 11 • • • • • • • • • • • •• •• • • • •• •• 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS 075"Interlayer .075"Interlayer So ex CP With PET Core Sollex CP With PEr Core III By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR ro 090"Interlayer .090"Interlayer 1/8"HEAT STREN'O GLASS So ex Clear And Color Glass Saltex Clear And Color Gloss I" By'Eastman Chemical Co.' By'Eastman Chemical Co.' 3 Q, OR OR .075'Interlayer .090'Interlayer 090'Interloyer SoOax CP With PET Core w 0$ SentryGlos SentryOIns By'Eastman Chemical Co.' By Kuraray America,Inc: By Kumroy America, Inc.' OR 090"Inted r 090'Intert er OR OR SentryGlas A90'Interlayer Qi " Kuraray Butacite PVB Kuraroy Butacita PVB BY Kuraray America,Inc.' uL' By'Kuraray America,Inc,' By'Kuraroy America.Inc.' Z 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS 1/8'HEAT STREN'D CLASS gill D yyy�it m SILICONE SILICONE SILICONE 14 z GE 1200 Z GE 1200 zes GE 1200 DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 \ M1 DOW CORNING 995 \ M1 DOW CORNING 995 \ ' M1 DOW CORNING 995 Q Z i't ut I F1 14 i II _ O O O U EB a EB Ell C m M7 WIDER THAN 36' - M7 WIDER THAN 36' M7 R 0 v^r AT 1/4 POINTS ON LUES AT 1 4 POINTS ON LITES AT 1 4 POINTS ON LRES WIDER THAN 36' OO GLASS TYPE 'A' GLASS TYPE 'B' CGIASS ME 'C' p w 5118"NOMINAL.LAM.GLASS 5/18"NOMINAL LAM.GLASS 5/18'NOMINAL IAM.CLASS CI WNL 1/8'ANN. GLASS 1/8'HEAT STREWD GLASS .075'Interlayer 075"Interiayer Z SoRex CP With PET Core Sallex CP With PET Care BY•Eastman Chemical Co.' By Eastman Chemical Co.' OR 090"Interlayer 090"Intedoyer 1/8'HEAT STREN'D GLASS V' o SaOex Clear And Color Glass SaOex Gear And Color Glass U'-3 By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR .075'tnterlayer � 1/4'AIR SPACE 090"Interiayer 1/4'AIR SPACE .090"Interlayer 1/4'AIR SPACE Salle.CP With PET Core SontryClas SontryGlos - BOy'Eastman Chemical Co. By'Kurorcy America,Inc.' By'Kuraray America•Inc.' R a 1/8'ANN.CLASS OR OR 090'Interlayer g 090'Intedoyer 1/8'HEAT STREWD CLASS 090"Interlayer 1/B'HEAT STREN'D GLASS SentryGtos S Kuraray Butaclte PVB Kumroy Butacits PVB By'Kuraroy Americo,Inc.' el By'Xurcray America,Inc.' By'Kuraray America.Inc.' 2 's 1/8"ANN. GLASS 1/8"HEAT STREN'D GLASS 1/8"HEAT STREWO GLASS PRODUCT REVISED 0 g SILICONE SNCONE as!dingcomp (n with the Ptorlda �' SILICONE Building Code i m GE 1200 i m GE 1200 y m GE 1200 PIDI-Ho. 15-0929.13 g m DOW CORNING 898 DOW CORNING 898 '� DOW CORNING 899 s Expiration Date 00/22/2020 M7 DOW CORNING 985 Mt DOW CORNING 895 M1 DOW CORNING 995 acs �O •• ••• • • • �• •I BY C 1988$18 • • • • • • Miami- de Productontrol I XL EDGE SPACER Xi•EDGE SPACE ��} - XL EDGE SPACERc a ST.STEEL BY'CARDINAL' ST.OTEEL BY* 'Y" i • • • • I ST.STEEL BY'CARDINAL' 0 OR OR • •• • • • •• • OR ,%0111111, a0 DDURRASEAL BY'OUANEW 04 OD�9PAL"'bUAj?%• • •p• DORRASEAI BY'Ol1ANIX' \ A�A SUPER SPACER BY'OUANEX' DT. Eg SUPER SPACER BY'OUANEX' Eg SUPER SPACER BY'OUANEX' ��` y��ENSU'•;�J�� r k6.+ P7 M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES • • Y GLASS TYPE 'A1' MASS TYPE..'BI' • • • • • � � ASS•TYPE 'CI'CI' 0.70'OVERALL INSUL.LAM.CLASS 0.70"OVERALL INSUL LAM.Mit • • • • • • 010/OVIIIR •INSUL LAM.GLASS 8TOP �• ' drowin no. (S.M.1.) 0•• '•'' •' 14AY 1 1 2D IN ORDER TO EXTEROR PLY OF CLASSIFY TYPE'A ,'81''&'Cl' MUST BE TEMPERED. � SSILE IMPACT RXIING // ��`"t 1 IIIN 0 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • SIrELEV ANCHORS STRUCTURE FLANGE & FLANGE ADAPTOR FRAME {wV M 1ITY FOR SPACING ofi WOOD BUCK_\ TYPICAL ANCHORS x O .4 e. '•\ SEE ELEV. i FOR SPACING ?? ---_-----------_-_- -� Z re .44 F " " EDGE'DISE: �i •.d a - �a � s ❑ �f MIAMI-OADE COUNTY APPROVED N . 5.. \ ❑ I \ , ANCHORS DISE. II MSUWRAM .ON I1 I1I1 F &AA1 o EDGE DIST, It ITYPICAL ANCHORS 0'1SEE ELEV. y a TYPICAL ANCHORS SEE ELEV. QS 'ZI Fi 1 II FOR SPACING FOR SPACING 5 Ilk Q i I i 2 3/8'MIN. WD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. o y MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. N I I✓I/I�`�\..LLL � c � nTYPICAL ANCHORS: SEE ELEV.FOR SPACING � 2-3/8'MIN. N f"---� IX DIA ULTRACON BY 'ELCO' (FU-177 KSI,Fy=155 KSI) 1 v . INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a w up, ` 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY C0 F C,4 a ❑ a u 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ��a W ❑ WHEN USED THE MIN.WOOD BUCK to N s a DEPTH SHA..BE Or.THE USE OF DIRECTLY INTO CONC. OR MASONRY Rp M }W 0 ? �PPERR�OR BEVELED WOODSUCKS IS 1-1/4" MIN. EMBED INTO CONC. OR MASONRY zvi W m i14 SMS OR SELF GRILLING SCREWS (Fu-74 KSI.Fyv,58 KSI) o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") U o W ti INTO METAL STRUCTURES 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) I I PRODUCT REVISED TYPICAL EDGE DISTANCE ❑ $ ascomp f nQ with the Florida o i E7 Building ea11e INTO CONCRETE AND MASONRY - 2-1/2" MIN. E 1 HOA-No. 15--0929.13 INTO WOOD STRUCTURE 1" MIN. cl Expiretlon Date 0912712020 INTO METAL STRUCTURE = 3/4" MW. 9$A$c w' Ms g WOOD AT HEAD, SILL OR JAMBS SG .0.55 MIN. 1 I 19 Mleml-D d O wt i W31 O ••. duat Control ontrol CONCRETE AT HEAD,SILL OR JAMBS fc = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fm 2000 PSI MIN c . • • .0' • • • • MV, 64-11FOg • 0 i B � • •W1•=N/4i' X•1 /2" WEEP SLOT AT 4-1/8" FROM EACH 1t lliilil/7 •• •• •• END AH IPLAM COVER �� AHS 7 W2 - 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END ' G SF �^ A a a: •< W3 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END 4 •• • • • • • • • • < EdGE _ °•• • • • • • •• • • TYPICAL ANCHORS s B I c • • ®'•. ATE OF ,;� � drawing no. > BY - 1 TYPICAL A*CHORS •• • • • • • q� 5 q q q C ° SEE ELEV. ..'•s.. ..aa SEE ELS/. • • •• • � t� � I ZUI' �•'•••ORig-, ` WOOD BUCK FOR SPACING FOR SPACING 7/s70NAjj1� `` sheet 5 of tt • • • • • • • • • • • •• •• • • • •• •• FLANGE & FLANGE ADAPTOR FRAMED M 0 1/4'MAX. BOOK WIDTH 1/4'MAX. o SHIMS -__-.�.-_ SHIMS VENT WIDTH VENT WIDTH `j J TYPICAL ANCHORS FLANGE ADAPTOR FRAME 0 yy1 7a SEE ELI O O 1 FOR SPACING E F F 1/2"TP. y 9 as - - - - t 1/ME 2 52j O T{ 1 nl h a^� tJ fV7 Q 1 1�4"•. ._. _ 2 ^WOOD B K oil! ° ..-SCREENS OPTIONAL .._. .. .. - .._.. .._.._.._.._.._.._.._..� W000 STRUCTUR w WOOD BUCKS XOX LAYOTJT EXTERIOR TYPICAL ANCHORS D.L.OPG._ SEE ELEV. O FOR SPACING MIAMI-DADE COUNTY w APPROVED MULLION O C do MULLION ANCHORS A SEE SEPARATE NOA BUCK WIDTH SUCK WIDTH �. O ALTERNATE E3 0 SWEEP LOCK in OPTIONAL TO •ITN I.. SPRING LOCK C SB h N O NT m v3 n D I I g_M TYPICAL ANCHORS SEE ELEV.FOR SPACING 1/4'MAX. BUCK WIDTH 1/4'MAX c SHIM 1 SHIMS 0 u VENT WIDTH TYPICAL ANCHORS t O O © TYPICAL ANCHORS $ SEE ELEV. SEE ELEV. FOR SPACING t v° FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 o AND 6 APPLY TO BOTH FLANGE FRAME AND 1 • • °t. 4'• ••• FLANGE ADAPTOR FRAMES. > g 19 9$ CU.. 9 - t • rj • i • • • E� • •�j • • METAL • r • STRUCTURE • •• d e d - • ••• �ly 1/111111/ c B . -SCREENS OPTIONAL --..-.. -y G-i F••'• � � t — PRODUCT REVISED _ • • es oomplying with the Florida N. 2 ,'GT' E6 • • e ti s* 1 Bulldtng Code - 1 �EXT,FrIlI01� • -: i• ' • w aDzu.� NOA-No. 15-0929.13 07. • `�' • r •• • • Expiration Os 09/2212020 OF r<y drawing no. XO LAYOUT SE oac. •• •• •:••d v p q ♦ �` w 0— 8 • ' miamt Product rontrolIAL ��11 IIItt1 1 sheet 6 of 1 1 ••• • • • • seta • • • • • • • • • • • • • •• •• • • • •• •• w TYPICAL ANCHORS STR SEE ELEV. STRUCTURE EQUAL LEG FRAME y..V • - 1BY FOR SPACING q4 W000 RUCK ,. .: 1 TYPICAL ANCHORS F____-_-._____________D o SEE F1_!/. � r 4" a FOR SPACING o '�(e 1 1 MIAMI-DADF COUNTY APPROVED I I Z `° 3 d q " • tl ..EDGE DIST:. 0 1 11 -� •d' 'a n a', d-- 2 LII g I 1 MULLION&MULLION ANCHORS 1 I Q _ I SEE SEPARATE NCA I 7d ED DIST. FADE 11 F o 1 1 DIST. P11 . S f 1 �q S 0 tI C&eg TYPICAL ANCHORS TYPICAL ANCHORS O LL G C SEE ELEV. cl jl f FOR SSP FOR FOR SPACING ry HiQ EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES TYPICAL ANCHOIIS WITHOUT THE NEED OF A WOOD BUCK. sm M" (� FOR SPA-IN BUCK WIDG 2 3/B'MIN. N 1/4"MTH SHIMS wj a a,v 1 na ri 2-3/8'MIN. 6 f3 La CII WHEN USED THE MW.WOOD BUCK C Z J m o 1�_.._._.._.._.._.._.._.._.._...... DEPSHALL BE 2%DEPTH '.THE USE OF MIAMI-RADE COUNTY1 DEEPER OR BEVELED WOODBUCKS IS APPROVED MULLION O_ I PERMITTED. &MULLION ANCHORS —U' p 5 V .I E6 SEE SEPARATE NOA 0—M a >, BUCK WIDTH BUCK WIDTH - o - TYPICAL ANCHORS SEE ELEV.FOR SPACING _ __ MUM FY«--�� ♦ Ih A r I 11 O i 1 II I I'�z4i i 8 11 wz � us WI; • • • • �_• • • a`C U a LL d O w7 81 • •• h�•� •• T7 111u1T I Y PRODUCT REVISED A. < as camp Ing with the Florida 0592 ',_ .• i fT•• •1. •s< a i • Balldhlg Cade r. r • • ai .• • •NOA-No. 15-0929.19 EDGE DIST.° '. ' .b d• a v Expiration Dale 09/22(2020 TYPICAL AACHDRS �•.• IYf�CAL•ANCHIIQ� • 0 ..FLo of •e� ` g9 I • 1,•meq, • • • drawing no. iBY SEE ELEV. 4' TOR SPACIN*• • •• R7 . ' WOOD BUCK .FOR SPACING Mlaml- •Produot Con rol 14AY 11 Z ��ssi "' tis?,.` W10-18 9YroNR,L1��P BHaet 7 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATIVE DTLS.ONLY TYPICAL ANCHORS EXT.OR INT.FINISHES OR acv. FIN FRAME AC ^� o NOT BY CGI Z h Et HOT GGIF TICAL ANCHORS! SEE ELEV.FOR SPACING BY #8 SMS (FU-74 KS1 MIN.) A2 I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a IL ES BACKSED 1-1/2" MIN. PENETRATION INTO WOOD 6 i8 CAULKING 9 E7 C1 Q 1 $II;�iQII I 2y' 0W st i WOOD SRTUCTURE 1/4"MAX. __ BUCK WIDTH 1/4- . C L oLJL1 NOT BY COI OAP 0 MIN. 1/2'MIN. O N o � c O�M� � 3 C ZCi §o_ U 0� , I BACKBEO � CAUUONG ao I. _.._.E7 o ..SCREENS OPT. ......_...... .:_.. . -. � CS 1 I7 , 2 2 W2 I M9 � i HOUSE WRAP NOT BY CGI M W, Ell •• ••• • • • • • •• EXTERIOR p 0 9 o 19 a a d 1 • • r •' • • • • • 9$999 W3 • • •• • • • • • o a c w.o BACKOI • •• • • • • ••• • B2 E2 • • • • • • • • • {1 1111! o LKWG •• ••• •• • • • •• `` �P�Ary� y7 HOUSE WRAP PRODUCT REVISED NOT BY CGI "• ••• •••• • • • as oomplying with the Florida 1/1/2' g ° • • • • • • • • •Building Code • • • • • • • • •NOA-No. 1"929.13 • •• •• • • • • •ExPiretlon Dale 091=020 OF TYPICAL ANCHORS ® '�. '•IS/� drawing no. ••• • • • •• • �'�'• Ft0R10A. '�� SEE ELEV. By— t�AY ,, W10-18 FOR SPACING Mlam a Produot Control 77/o {{{\`` sheBi 8.of)) • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 0 ITEM PART{� QUANTITY DESCRIPTION MATERIAL MANP./BUPPLIER/RRMARXS Ir U Et CCI-100 - FRAME JAMB O FIXED GLASS 6083-T6 CGI EXTRUDER E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 CCI-102 - FRAME HEAD 6063-TB CGI EXTRUDER "j a E4 CGI-103 - MEETING RAIL 6083-T6 CGI EXTRUDER E5 CCI-104 - LOCK RAIL 6063-76 COT EXTRUDER EB G4T-105 - HANDLE RAIL BOBS-T6 CGI EXTRUDER ` V E7 CGI-108 - SASH RAIL 6063-T6 CGI EXTRUDER E8 CGI-107 - 5/16'GLAZING BEAD 8063_-TS CGI EXTRUDER c w E9 CGI-108 - 0.700'GLAZING BEAD 6063-T5 C01 EXTRUDER C t H t9 E10 CGI-109 - FRONT FLANGE ADAPTOR _6063-16 COI CRUDER 1�^ E11 CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER CYG Gd pg E12 CCI-135 - IF FRAME JAMB O FIXED CLASS 6063-76 CGI EXTRUDER C C3 C p$ E13 CGI-135 - IF FRAME HEAD 6063-T6 CGI EXTRUDER j{y E14 CGI-139 - TF FRAME JAMB 6063-76 CGI EXTRUDER {� E15 CGI-140 1"MUNRN 6063-15 CGI EXTRUDER E16 CCI-141 - 2.5'MULLION 6063-T6 CGI EXTRUDER 5 00Z ryOj E17 CGI-805 - SCREEN FRAME 6063-TS CGI EXTRUDER Q W Ol E18 CGI-114 - SILL SNAP IN 6063-TS COI EXTRUDER E19 C01-115 SILL FILLER 8083-T8 CGI EXTRUDER w E20 CGI-116 - --FRAME JAMB 8063-T6 CGI EXTRUDER m E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 CGI-138 - TF FRAME SILL 6083-T6 CGI EXTRUDER '9 E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER Y3 O r 3 A MtCGI-352V - GLAZING BULB VINYL(OUROMETER 75-80 SHORE AJ _PVC M2 COI-111 - SCREW COVER(OPTIONAL) PVC - C M3 CGI-112 3°O ANCHORS EQUAL LEG COVER/SHIM PVC M4 - 0.700'X 0.040'BEAD CE1200 SILICONE SILICONE GE 3[V r!7 M5 - 0.700'X 0.040°BEAD DOW 995 SILICONE DOW IS M m MB - 0.700'X 0.040'BEAD DOW 899 SILICONE DOW C Z LL7 M7 - 2/LRE SETTING BLOCK —� EPDM DUROMEIER 8035 SHORE A pp_ MB - PROTECTO WRAP WATERPROOFING OR EOUN. - O M9 684 - ROLLER TRACK _ PVC U MID CGI-128 2 PER SASH ROLLER HOUSING NYLON - M11 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFA13 OR EQUIV. _ M12 CGI_129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M ,y M14 391-N 1 PER SASH ANTIUFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI -• - u R p M16 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUN. M17 A30730401-32 .1 PER WD, CAM LOCK ZINC TRUTH OR EQUIV. PRODUCT REVISED c 6 ae oomplytog with the Flor[de m MHS CGI-132 2PER WD,2" SASH STOP PVC PROTOTYPE Bulldtn9 code o 0 0 M7g CGI-111 O fR.HEAD SCREW COVER _ PVC PROTOTYPE MOA-No. 1"929.13 g M20 CCI-125 2PER SASH SASH GAM(B/T BALANCE) NYLON M&M Exptratton Date 0 912 2120 20 M22 - VARIES H-FLO WEEP COVERS PVC AMESBURY OR EQUN • • • •• BY m � Mta - 6 Product 'ontrol S2 - 2 OR 3 PER CORNER 1 10 X 1 1/4"LG.PHL PH.SMS. ST/ST.ASSEMBLY SCREW • •- • - • S3 - 1 1/4'EMBED. 8 X 1 1/2'LC.P18_PH.SMS.FIN ANCHOR SCREW ••-• _• • ••• • 1111 It S4 - 4 PER WD. 8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW •• • •- • - �� A 7j7/ o T- S5 2 PER WD. /8 X 1•I.Q.FH.SMS. ST/Sr.SPIRAL B.ASSEMBLY - - `J� 1}�?�.'� •• //•�' r S6 - - !P 6 X 1/2"LG.FH.SMS. O CGI-133 &CAM LOCK - - 58 - 4 OM.RAIL 10 X 4'I.G.PHL PH.SMS. ST/ST.ASSEMBLY MEETING RVL m S9 - 2 PER AMILIFT 110 X 5/8'LG.PHL PH.SMS. ST/ST.ANRUFT SCREW - - • • �_'Q'; {y :1�T^ -tS • • • • • • • •• • • %� TE OF : drowing no. ... .. 14AY 1 120 / �seo� AIHFIL1t1L sheet 9 of 17 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.440 2.440 .490 r' 2.113 .085 .120 ltl V 1.015 .7f s os0 nP. 705 o5n 7yp. l•1 m 2.101 1.550 1.660 Q a m L-u 1.301 1.301 F,O-1, 1.601 065 I .864 1 2.848 2.348 nP. 5,220 5.007 0� O 5/16° GLAZING BEAD Es .700"GLAZING BEAD 4 065 1.385 j� 1.155 1.155 Tom• ww E11 NAIL FIN ADAPTER t.4a9 0 A e. u 1.015 1.015 1.368 .745 1.385 y Ef3 FLANGE FRAME HEAD CO FLUSH FRAME HEAD E4 MEET3NG RAIL 1496 160 � 3 Q � -^{I .oso ► .06o I a o 1.055 1.015 1.788 I '0� 1=--1.413 Q'� & 1.140 OBS 1.140 IYP. ppp 2,264 1265 Ida FLUSH FRAME COVER M2 SCREW COVER 4 a g 1.015 `v--J 1.220 Q S( I �1 .L^ 080 065 nP. 4.430 lYP 3.930 .065 � U 2.685 3.185 ' 1.043 3.685 2.865 � C E5 LOCK RAIL El9_ SILL FILLER 1.788 d til 1.450 tal - 180 -r C 2.440 ir C'I 2.440 ` .050 r to 1� 2.310 1 to Q2 FLANGE FRAME SILL E2 FLUSH FRAME SILL 1.015 065 0 II n.P. 1.220 S Z 2.737 2.737 J� O FLANGE ADAPTOR o .065 .065 1.043 iZ C7 tYP. nP. E21 ALT. LOCK RAIL 7 2.505 2.613 2.505 2.613 1.892 055 IYP. aSYYY!!l 1.000 .981 .500 .991 2.195 3.237 2.737 1.015 ��, Etb FLANGE FRAME JAMB (MOVING) 20 FLUSH FRAME JAMB (MOVING) 5.043 c�9 d90 .811 -�{ .811 O •• ••• • • • • •• H p�.....- I EB • • • • • • • • $�X$ HANDLE iWL • •• • • • • • �g u o u�..o • • • ••• • • • • Y • • • 11111111// 1.029 • 0*: •• • • • •• Ott P4 W'ZA,a 7/ Cd i 2.505 .065 M. 2.505 .065 TP. `��` �•'�GENSLi /� � 4v PRODUCT REVISED 1.016 1.015 • •1.3 5 •• • • i, as 9ulldln piylnli with the Florida .. 7 . _` $ •745' • • • • • • • • d .085 • • • • • t • NOA-No, 15-0929.13 1.000 .500 • • • • • • •• • • 1.745 1.245 1,01 •• •• • • • • • Explratlon Date 0912212020 ' TE OF ?•(/�� drawing no. By TRAY 1 1 20 MI - de product Control t2 FLANGE FRAME JAMB (FIXED) Et FLUSH FRAME JAMB (FIXED) O SASH RAIL 11111tj1 sheet� of�� • • • • • • • • • • • •• •• 000 • •• •• tO�U I z. jig b Alf 04 I p � I c aa� 0 N \ m FRAME TOP CORNER t VENT TOP/80TfOM CORNERS s2 p w %N� RI o M O 3 m �Z 1121212.121 oe�oam� • • • • • c�9991 • • • • • • • �11111 I I! FRAME 80TTOM CORNER PRODUCT REVISED - 2 • ••• ••• • • 1 In with the Florida ` is com Iom Code _{j• ;'{j•- a i i i i i i i i rtA-No. 15-0829.13 - • •• •• • • • •P.�Iratlon Date 09=2020 OF drawing no. FIXED MTG. RAIL CORNER Nllaml-D Product ontrol 14AY 1 1201 W10-18 ! OAIl6L ,1 !i I 111 1sheet 11 of 11) Soo • • • • • • • •••••• • •• •• • • • • ••• 0 • 0 000 0 •