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WS-17-1521 'i�b ?-' � g Ie Peet pe Wind St Utter$,., Miami Shores Village � ` �� 10050 N.E.2nd Avenue NE CIt �SStfit �f� Miami Shores,FL 33138-0000 , tmit&atus. AF RO Phone: (305)795-2204 1 212M7 Expiration: ) 09/2017 Project Address Parcel Number Applicant 636 NE 105 Street 1122310120150 Miami Shores, FL Block: Lot: JUMANJI NEST LLC Owner Information Address Phone Cell JUMANJI NEST LLC 636 NE 105 Street (954)443-6721 miami shores FL 33138- 636 NE 105 Street miami shores FL 33138- Contractor(s) Phone Cell Phone $ 35,000.00 Valuation: PRESTIGE WINDOWS&DOORS (305)820-5999 _..__. .... .,.. .........._.. ........___..... ..... Total Sq Feet: 0 E Type of Work:REPLACING 3 DOORS&8 WINDOWS TO IM Available Inspections: No of Openings:11 Inspection Type: Additional Info:REPLACING 3 DOORS&8 WINDOWS TO IM Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $21.00 Invoice# WS-6-17-64251 DBPR Fee $3.15 DCA Fee $3.15 06/12/2017 Check#:2018 $234.30 $50.00 Education Surcharge $7.00 06/08/2017 Check#:2002 $50.00 $0.00 Permit Fee $210.00 Scanning Fee $12.00 Technology Fee $28.00 Total: $284.30 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 conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, BING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNE FFI VI rti ha II t foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr ti a n g th or ,I a horize the above-named contractor to do the work stated. June 12, 2017 uthcFW Signature:0 er / Applicant / Contractor / Agent Date Building De. n opy June 12,2017 1 l ✓cFu� °tz-3- boc(X Miami Shores Village JUN 8 2017 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B '— - Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 5th FBC�201+ BUILDING Master Permit No. VS 11—— 152-1 PER IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: h - ® ( �� Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: / Q BFE: FFE: OWNER:Name Fee Simple Titleholder): Z L tl.._`1 i 1 ' )Z�h � ( p ) �31� �( one#: Address: LP C -n •E 10 1�z i _-3- City: 1 n M( �5ho�r�!Fz) State: Zip: 3 I � Tenant/Lessee Name: Phone#: Email: j � CONTRACTOR:Company Name: �\.1L J�1 LO L ,�, �1�"J Phone#: _`50 Address: ��o "� LL) I L City: State: Zip: Qualifier Name: Cly-1 00 (19-VU _- Z0 Phone#: State Certification or Registration#: U Certificate of Competency#: DESIGNER:Architect/Engineer: )owte r i n aj5 ( UD Phone#: Cf, (' Address: ® l �k �- `� Co City: 'E1 State: �� dip: -� Value of Work for this Permit:$ U Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace El Demolition Description of Work: Q-c 4-0 Specify color of color thru tile: Submittal Fee$ b0 Permit Fee$ CCF$ � COJCC$ Scanning Fee$ 0 6- Radon Fee$ I S DBPR$ 3 •`I s Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Z r3;C) (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien 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. Signatureo), Signature OWNER o AG CONTRACT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this i day of 20 1 by day of 120 17 by who is personally known to Cyt--S n 4 :XtAL7 . who is personally known to me or who has produced rL-,pL— as Pe or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: C Sign: Print: LA Print: saoa�,Rr rui�4 Seal: ""��+�••.,s;. ,,.,,,. Seal: _* * Commission A GG 43437 ,•a�;��' ' �, TAIIY E VAZAUEZ My Commission Expires ;j Commission M GO 43437 October October 31, 2020 MY Commission Expires APPROVED BY d/ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 7HE PR OFMCE OF £ E t. RISE Summary Report Generated On:6/8/2017 Property Information E Folio: 11-2231-012-0150 � +' 636 NE 105 ST Property Address: a { Miami Shores,FL 33138-2054 Owner JUMANJI NEST LLC Mailing Address 108 W 13 ST 11, WILMINGTON,DE 19801 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE ' Prima Land Use Primary FAMILY: 1 UNIT Beds I Baths/Half 3/3/0 Floors Living Units 1 Actual Area 3,506 Sq.Ft Living Area 2,558 Sq.Ft �E', wa,„ Adjusted Area 2,980 Sq.Ft Taxable Value Information Lot Size 14,600 Sq.Ft 2017 2016 2015 Year Built 1951 County Assessment Information Exemption Value $0 $0 $0 Year 2017 2016 2015 Taxable Value 1 $823,916 $765,850 $696,228 Land Value $532,947 $501,539 $401,231 School Board Building Value $288,688 $290,997 $293,306 Exemption Value $0 $0 $0 XF Value $2,281 $2,281 $1,691 Taxable Value $823,916 $794,817 $696,228 Market Value $823,916 $794,817 $696,228 city Assessed Value $823,916 $765,850 $696,228 Exemption Value $0 $0 $0 Taxable Value $823,916 $765,850 $696,228 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $0 $0 $0 Non-Homestead Cap Assessment Reduction $28,967 Taxable Value $823,916 $765,850 $696,228 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Sales Information Previous OR Book- Short Legal Description Sale Price Page Qualification Description GOLF VIEW EST CORR PL PB 41-58 06/21/2016 $100 30127-1335 Corrective,tax or QCD;min LOT 17 consideration LOT SIZE IRREGULAR 09/12/2014 $830,000 29341-4279 Qual by exam of deed OR 17441-0537 1196 1 11/01/1996 $232,000 17441-0537 Sales which are qualified 09/01/1980 $160,000 10872-0062 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/8/2017 Detail by Entity Name Foreign Limited Liability Company JUMANJI NEST, LLC Filing Information Document Number M16000007618 FEI/EIN Number 30-0944349 Date Filed 09/23/2016 State DE Status ACTIVE Principal Address 14651 BISCAYNE BLVD PMB 368 NORTH MIAMI BEACH, FL 33181 Mailing Address 14651 BISCAYNE BLVD PMB 368 NORTH MIAMI BEACH, FL 33181 Registered Agent Name&Address BW&T BUSINESS ADVISERS INC 3600 RED ROAD SUITE 301 MIRAMAR, FL 33025 Authorized Person(s)Detail Name&Address Title AM BONADUCE, DOMENICA PATRI 14651 BISCAYNE BLVD PMB 368 NORTH MIAMI BEACH, FL 33181 Title MGR PET RI UGO 14651 BISCAYNE BLVD PMB 368 NORTH MIAMI BEACH, FL 33181 Annual Reports Report Year Filed Date 2017 04/25/2017 Document Images 04/25/2017—ANNUAL REPORT View image in PDF format 09/23/2016—Foreign Limited View image in PDF format Flonda Department of State,Division of Corporations Florida Department of State DIVISION OF CORPORATIONS x .01"9 tj Department of State / Division of Corporations / Search Records / Detail By Document Number/ 2017 FOREIGN LIMITED LIABILITY COMPANY ANNUAL REPORT FILED DOCUMENT#M16000007618 Apr 25, 2017 Entity Name: JUMANJI NEST, LLC Secretary of State Current Principal Place of Business: CC4323474240 14651 BISCAYNE BLVD PMB 368 NORTH MIAMI BEACH, FL 33181 Current Mailing Address: 14651 BISCAYNE BLVD PMB 368 NORTH MIAMI BEACH, FL 33181 FEI Number: 30-0944349 Certificate of Status Desired: No Name and Address of Current Registered Agent: BW&T BUSINESS ADVISERS INC 3600 RED ROAD SUITE 301 MIRAMAR,FL 33025 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail : Title AM Title MGR Name BONADUCE,DOMENICA PATRI Name PETRIZAN,HUGO Address 14651 BISCAYNE BLVD PMB 368 Address 14651 BISCAYNE BLVD PMB 368 City-State-Zip: NORTH MIAMI BEACH FL 33181 City-State-Zip: NORTH MIAMI BEACH FL 33181 1 hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605,Florida Statutes:and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:HUGO PETRIZAN MGR 04/25/2017 Electronic Signature of Signing Authorized Person(s)Detail Date Miami shores Village Building Department A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �lOR1UA 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). Acknowle ent• Qua i ier/Owner Sig re Date Print Name !ab Name: 1 STIBow Residence 4VINL�►,11fB D+C3VL15 636 NE 105 St Miami Shores,FI-331A r'' Mark Size S[�.Ft Type N� N�Press Calc Press j ` L r ' RECEIVED 137"x 50.6" 12.75 Csmt 15-0512.19 -74.7/+74.7 -SIS/+39A � 2 37"x 50.6" 12.75 Csmt 15-0512.19 -74.7/+74.7 -51-5/+39.0 JUN 0 8 1017 3 35"x 80" 19.8 FO 10975.6 -60.0/+SSA -41.6/+30.2 4 74"x 50.6" 25S Fixed 154M3. 3 -58.8/+58.0 -41.1/+37.7 5 48.5"x 32.5" 11 Project Out 15-0512.21 -W-9/430-9 -0-4/+39.0 •••• 6 32! x 60" 13 FD 1670 8A -65A/465.0 -424/+39A •• •••• •••• • 8 32"x 60" 13 FD 167099 45A/+65A -515/+39.0 • • • • U 37"x 38.3" 9 Csmt 15-0151239 -U.5/198.5 -43.4/+M-1 •••i•• • • • 23 37"x 38.3" 9 Project out IS-0512.21 -910.5/490 S -43.4/+40.1 •••• •••• •••• 24 37"x 393" 9 Project Out U-01221 -985/+98.5 -433.4/+403 •••• •••• ••�••• •••••• •• • ••••• 2517,V x 38.3" 18 HS 15-0929.13 -".0/+65.0 -50.0/+38.2 •• •• •• • •••••• Note;-all ogees in the bade of the home are a rg • • • tOreMEin • • • •••••• -err-- I.BEINMIA 11 egrm {Bk-- R ti east to remain f r 23 v IBATH', IKITCHENr to remab 24 I_F.UYER't _ 8 25 - �- nw,< r A 6 4 GARAGE; 1 - _ - - - i -� - _ . a tai re�reain y n-A to nNnaln ^,T LL FFL- O CO 1FLIAf 10E Vil i H A :RAL . . ..• . • •.. .. .. . ... .. .. . 08/17/2016-11:1 lam RECEPTION VAProjects\2014-MP OS W d Ch \Rfr cd100-MP91440tSerles C&C(Current)Jeff.dwg 51h ED. FLORIDA BUILDINA GZONSE (620$41 & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES 000 •0 •0• ••• ER ONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZOND40 • • • Yleae . • WIGNPRESSURES(PSF)-ZONE S INSTRUCTIONS FOR TABLE USE; Roof Tributary Area(Sq Ft _••' -0 • too* • • • Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO q€PSCT-THE'WORST CASE'PRESSURES.'WORST CASE'IS Height _ SO 15 20 25 30 3 ---40 50 eight 10_ _•iS• 25 30 35 40 45 50 DEFINED AS THE C I{'L CONQITIO UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO D BNS R. FOR U £-WITH THESE TABLES. 0-15 ft "43.4 -42.4 -11.6 -411 -40.6 .2 -- - ° 3 j,0 ft -53.6 -51.5 -50.0 -48.9 -47.9 -471 -46.4 -45.8 -45.2 2.TABLES VALID O LIj, - L OrGS ROOF HEIGHT AS LIMITED ABOVE. 3.TABLES VALID F R ALL R APPLICABLE REDUCTIONS FOR ROOF SLOPES +40.1 +39.0 +38.2 +37.7 +37.2 +3.8 3fi.. �S r +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 L LESS THAN 10°SHAL B_VER£O B INEER AS A SITE SPECIFIC CONDITION. 16 k -44'0 -43.0 -42.2 -41.6 -41.1 7I1 3 -54.` {2.2 .SOJ -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE B L I ((AVE E OOF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 +3 3 Z3�' 36.6 •\ "16- X40. +39. +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIFI D USE�F -PEAK R 16#iT. 5.ALWAYS ROUND �aOF�H_, b E VALUE OR CONSERVATIVE ASSUMPTION. -44.6 -43.5 -42.8 -421 -41J -413 • �} -55. -52.9 5J.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 6,CALCULATE THE TRIBUTA$ ARES EDP NING IN QUESTION(HEIGHT'WIDTH)OR l7ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 - 36?'d • :7"• 041.0 +40.0 +38,3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MUt LTIRLfEU�BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS 45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -4 18 ft 1.1 -40.8 755. '-'93.5" -52.0 -50.8 -49.8 -48.9 48.2 -47.6 47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT 2/3).USE THE AREA BETWEEN STRUCTURAL 18 k M1.6 +40.5 +39.7 +39.1 +38,6 +35,2 +37.9 +37.5 +373 +41.6 +40.5 +39.7 +39.1 +38.6 1+381 +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 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 1911 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -423 -42.0 -01.7 -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 I5 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 +41A +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 21 k -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 k -57.6 -55.3 -53.7 -52.4_ -51.4 -56-6 --49.8-- -4.9.2 -48.6 S.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL _ 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 --i34: 39` +39: - +38,5 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -47.1 -15.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 -54.0 _ .3 r .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 22 ft +43.4 +42.3 +41.5 .8 - 391 +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 S 5 S - 8 -49.5 1.TABLES 23 ft +43.8 +42.7 SIGN +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 23 k +43.8 +42.7 +41.8 +d-5 - ``- 03 9 `_S +39.2 METHODOLOGY"PER TO BASCEE730 SECTION 2IN �4I 1 ACE WITH D CHAPTER 0 PART RIEOR 3SS EUSING THE 48.0 -46.8 -46.0 -453 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -53. 2 - :2 - .6 -s0.0 CRITERIA AS OUTLINED HEREIN. 24 k +44,2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 k +44.2 +43.1 +42.2 +41.6 +41.1 --+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 25 k -48A -47'2 '46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 k -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26 ft -48.8 -47'6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 27 ft -49.2 -45.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 27 k -60.7 -58.3 -56.6 -553 -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 +433 +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 -45:1- -44.8 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR PONDING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft -_28 ft COEFFICIENTS LISTED HEREIN F17titt-BE-D1'_CTATED-AND VERIFIED BY THE GOVERNING +45.7 +44.5 +43.6 +43.0 +42.4 +4 +4i. 4 + +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTME O P OLDER. ARD VERT FOR APPLICABILITY OF TABLE -49.9 -08.7 -17.8 -47.2 -46.6 4.2 - 1 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFER_ --- /-/Vy 29 ft 29 ft 5.THIS SPECIFICAO T OFFER ANY PRODUCT APPROVED +46-0 +44.8 +43.9 +433 +42.7 +4 3 1. ' M6.0 +44.8 +43.9 +43.3 +42.7 +423 +41.9 +41.5 +41.2 CERTIFICATION. RE R T" _ RA Y u$MITFED TEST CRITERIA AND OTHER -50.3 -49.0 -48.2 -47.5 -47.0 -4 S --44Y.7 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DES G CATION' Fd(ZMATION AND APPLICABILTTY OF THESE TABLE 30 ft +463 M5.1 +44,3 +43.6 +43.0 +4*5 1,g 30 ft +463 +45.1 +44.3 +43.6 +43.0 +42.6 M2.2 +41.8 +41.5 VALUES WHICH IST B V BY O IN,�ACCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL(�''E�TTT��RO Y§TEM ORDINANCES. 32 ft -51.0 -49.7 -48.8 -48.2 -47.6 -47. _ .7- - g2 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7,NO CERTIFICATION RED FD I RITY OF THE HOST STRUCTURE. M7.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7'-- _ 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PR VFDF EIN,NO ADDITIONAL CERTIFICATIONS OR 35 ft -51.9 -50.7 A9.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 35 ft -64'1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. - +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44,4 +44.1 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 45 ft 45 ft a a EAVE HEIGHT +50.5 +49.1 +48,2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 ROOF -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 HEIGHT 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 50 ft +51.6 +50.2 +49.31+48.5.+47.9 +47.4 +47.0 +46.6 +46.2 O Q -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 4 55 It ss k 5 5 +52.7 +51.3 +503 +49.5 +48.9 +48A +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 ELEV TION Q 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 6oft +53.6 +52.2 +51.2 +50A +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES �� ISOMETRIC pmt O 3 REMARKS _GS CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING O #T O p ]NIT ISSUE GSS TSB 03/05/12 mm m m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2014 EXPRESS® r116 o� REV 2014 FBC DGM TSB 06/10/15 ° - ASCE 7-10,CHAPTER 30 oaPo�TEOFF=F z A� z m 160 SW 12th AVENUE, SUITE 106 m n - DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 g '�. to THIS DOCUMENT IS THE PROPERTY OF ENGWEERING EXPRESS. MASTER PLAN SHEET p;(954)354-0660 F:(954)354-0443 z AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WRHOUT 7 CERT OF AUTH 129885 g Q m o ti ADDWRITIENCONSENT S,OROTOFENGINEERINOTHSDOS.ALTERARENO ASCE / 0 E:HELLO@ENGINEERINGEXPRESS.COM ° Ij d � ADDITIONS,OR OTHERNWWNGS TO THIS DOCUMENTARE NOT Z PEER&TTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM ` � F • • 1 0 �t 0 • { � i• 7 77 :.. BCIS Home Log In User Registration HotTopics Submit Surcharge Stats&Facts Publications ) FBC Staff BQS Site Map Links Search (IUc ;Product Approval 'USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL10975-116 Application Type Revision Code Version 2014 Application Status Approved • • • 0000 0000•• • • • • •• Comments • 0 0000 • � • � Archived Ji •••:•• •• • •••••• 000000 • • • 0000•• 0000 0000 • • Product Manufacturer Therma Tru Corporation '••••' '••••' ••••• Address/Phone/Email 118 Industrial Drive ....•. .00 • 000••' Edgerton, OH 43517 • • • • • •• •• 00 • •0000 • (419) 298-1740 • rickw@rwbldgconsultants.com :00:6: 0 • • • • • 0 0000•• 0000 • Authorized Signature Vivian Wright ' ' 0 • • :•••• rickw@rwbldgconsultants.com o ••0 •• Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL10975 R6 COI (a) CERTIFICATE OF INDEPENDENCE.ndf Referenced Standard and Year(of Standard) Standard Year 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 FL10975 R6 Equiv of STANDARDS (a)..df Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/13/2016 Date Validated 12/13/2016 Date Pending FBC Approval 10/18/2016 Date Approved 12/15/2016 SummarV of Products FL# Model,Number or Name Description 000000 10975.1 a. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Aberglass.Siagle Doo*� (X)Inswing or "ClassicCraft"or"ClassicCraft Outswing Configuration •'• • •00 6• 0 Rustic" 0.0.00 •• 6 6006•• Limits of Use Installation Instructions 6•••• 6 :6••6 Approved for use in HVHZ:Yes FL10975 R6 II (a) INST JM. pdf •0000 6 • Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schrh",*P.E. 43409.9• ••••6 Impact Resistant:Yes Created by Independent=h"Ratty: Yes•• • 0000* Design Pressure: N/A Evaluation Reports 00 0 Goo ••6 0 0 0 00000 Other:See INST 10975.1 for Design Pressure Ratings by FL10975 R6 AE a EVAL 10 75.1, df • specific Model and for any other additional use limitations Created by Independent hi qty: Yes 0 00 and installation instructions. (Note-ASTM E1300-98 utilized • • 9 • 090.0 0000•• for areas inside the HVHZ) • • • • 10975.2 b. "FiberClassic", "SmoothStar", 6'8"Impact" Glazed Fiberglass Single Door v11t*Idelite - (OX "ClassicCraft"or"ClassicCraft or XO) Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R6 II (a) INST 10975.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10975.2 for Design Pressure Ratings by FL10975 R6 AE (a) EVAL 10975.2.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.3 c. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door with Sidelites- "ClassicCraft"or"ClassicCraft (OXO) Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10975 R6 H (a) INST 10975.3.g_df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10975.3 for Design Pressure Ratings by FL10975 R6 AE (a) EVAL 10975.3.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (Note- ASTM E1300-98 utilized for areas inside the HVHZ) 10975.4 d. "FiberClassic", "SmoothStar", 6'8"Impact" Glazed Fiberglass Double Door-(XX) Inswing or "ClassicCraft"or"ClassicCraft Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R6 II (a) INST 10975.4.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 10975.4 for Design Pressure Ratings by FL10975 R6 AE (a) EVAL 10975.4.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.5 e. "FiberClassic", "SmoothStar", 68"Impact"Glazed Fiberglass Double Door with Sidelites- "ClassicCraft"or"ClassicCraft (OXXO) Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R6 H (a) INST 10975.5.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 10975.5 for Design Pressure Ratings by FL10975 R6 AE (a) EVAL 10975.5.Rdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.6 f. "FlberClassic", "SmoothStar", 6'8"Impact" Glazed Fiberglass Single Door utilizing Hoppe "ClassicCraft"or"ClassicCraft Multi Point lock-Inswing or Outswing configuration (X) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R6 II (a) INST 10975.6.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 10975.6 for Design Pressure Ratings by FL10975 R6 AE (a) EVAL 10975.6.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) •••• 10975.7 g. "FiberClassic", "SmoothStar", 6'8"Impact" Glazed Fberglers Agle Dockrw ith sidelite •• "ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point`o&I�jjnswinc,?jr•aut;wing ••••� Rustic" configuration (OX or XO)a 0 a• Limits of Use Installation Instructions•••. •..• ;"•' Approved for use in HVHZ:Yes FL10975 R6 II a IN: 41097 7.ndf •••••• ••••• Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt-P.E. 43409 • Impact Resistant:Yes Created by Independent YRigd Party: Ye§••••• '•••• Design Pressure:N/A Evaluation Reports •• •• •• • ••••• Other:See INST 10975.7 for Design Pressure Ratings by FL10975 R6 AE (a) EVAI*4QWI5.7.odf • .• specific Model and for any other additional use limitations Created by Independent third Pgrty: Yep • •••• and installation instructions. (Note-ASTM E1300-98 utilized •••••• for areas inside the HVHZ) : ••• :09 :•••• 10975.8 h. "FlberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door wlt'Msidelites "ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock -Inswing or Outswing Rustic" configuration (OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R6 II (a) INST 10975.8.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10975.8 for Design Pressure Ratings by FL10975 R6 AE (a) EVAL 10975.8.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.9 i. "FlberClassic", "SmoothStar", 6'8"Impact" Glazed Fiberglass Double Door utilizing Hoppe "ClassicCraft"or"ClassicCraft Multi Point lock-Inswing or Outswing configuration (XX) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R6 II (a) INST 10975.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10975.9 for Design Pressure Ratings by FL10975 R6 AE (a) EVAL 10975.9.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas Inside the HVHZ) 10975.10 j. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Double Door with sidelites "ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock-Inswing or Outswing Rustic" configuration (OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R6 II (a) INST 10975.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10975.10 for Design Pressure Ratings by FL10975 R6 AE (aa) EVAL 10975.10.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 THERMAITRU"' THERMA TRU DOORS 1 1B INDUBTRIAL DR., E:DGERTON, OH 43517F37*7'7w Wig.• Z .°c.mn ; " ►r rr, rr 36.WMAx7j��•r itlpll+++ o'@z SMOOTH STAR , FIBER CLASSIC". PANEL WIDTH � a o "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" FIBERGLASS GLAZED DOOR 9= INSWING/OUTSWING `IMPACT" o GENERAL NOTES133 a 1. 1his.product has been evaluated and is in compliance with the 5th Edition(2014)Ronda Building Code(FBC)structural requirements including the°High velocity Hurricane Zone°(HVF1). X a d 2. Product anchors shag be as fisted and spaced as shown on detals.Anchor embedment to base material shop be 0 ( _ beyond Wag dressing or stucco. :9 a 3. when used in the%VHr this product complies with Section 1626 of the Florida Building Code and does not require an (C a &I a impact resistant covering. 4. when used in areas outside of the°HVHr requtrtrrg wind bome debris protection this product compiles with Section o 1609.12 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wird Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FRC. 7 ' 5. For2x stud framing construction,anchoring of these units shag be the same as that shown for 2x buck masonry construction. fn z 6. Site conditions that deviate from the details of this drawing require further engineering analysts by a licensed engineer v or registered architect. t' W 7. OuWmg configurations using coastal sill Item#31 under active doors meet water Infiltration requirements for9iVHZ°. Q �, a a inswing configurations and o gg � ufswfig configurations using item#18,#14,#15,#16,#34 and Item do not meet the ��"rc °z water Infiltration requirements for the"FNHP and shag be Installed oniy tenon-habitable arms or at habitable locations •• •{• • • • • • •• �a protected by an overhang.or canopy such that the angle between the edge of canopy oroverhang to sp is less than � • • • • • • • • �o ��' 45 degrees 7A8lE OF CONiENIS •• • •i ••i i i i•i •• o^ row • {r { •_• • • • y { •t h N- d c SHEETR DESCRIPflON SHW# DFSCRIPDON s blr 6� 11 z v i Typical elevations,design pressures&general notes 7 Vertical cross sections -S omE: 6125 OB i 2 Door poneldehrils&gladngdetails(Smooth Star) 8 Buck and frame anchoring 2X buck masonry construction • ••• -------------- tow SM.L. N.T.S. 3 Door panel details{Flber Classic 9 Frame anchoring 1X buck masa construction • • awe en JK m 4 Door panel details(Cfasslc Craft) 10 Components • • Il�stnl�ic 37.7 x:2 +55.0 -60.00 ;is.er, [.FS 3 Dir panel details(Classic Craft Rustic) 11 Componentss•• ;• ogrof Na{ 37.7roti.t. +55.0 -55.0 MGM Nos d 6 Horizontal cross settlors 12 Bill of materials FL.-10975.6 c s m L or 12 • •• •• • • • •• •• ••• • • • ••• • • 24-W MAX 139 4 3 2 * D.L.O. 47INTERIOR 35 's'`• 1 * meg. . 44 r _ 46 � v °z ozo 35 35 `Ea 9 6 0 0. 49 EXTERIOR GI 1 1 39 d a II' O 2 1 HORIZONTAL CROSS SECTION FZ � � z Mir � 1.54= DEWL A-A du % , =' : '• r 1 �j K 0.41 ^I R PANEL J— j— m o 40 Smooth St. G7 rcl �m K NGE TOP I BOTiOMRAAL 47 LOCKSDLE o 0. 8 - �I EXTERIOR INTERIOR d 1/2' 1 GLASS BITE E 1"THIL 0. z CELLULAR GLASSEn GLAZING 1/9'TEMPERED N GLASS �° o EXTERIOR AIR SPACE 49 0 5/32°ANNEALED d GLASS >> z g Y DIA.MAX. ••6.09"SAFLEX PVB • • •• rR INTERIOR •• •• • • i : :•: • o N n m 2 •• • �14tLASS�NNEAIi. DOW 995 • i i ••• z 4 O O O O O O O �F SIKA552 OR SWIGGLEGIADNG T•:r3} .<.:. muE 6125104 i O O gg�g66 �p SPACER 45 :.. SMUM N.T.S. 39 AREA%MAXEN • ••• • • • • .:.i 1'e ma BY.- JK m 2 • • i • • • • • • taut,By, LFS DETAtt 0.-A 3 ~ Gf GLAZING DETAIL • • • • • • • •• • • a • • • • • • • • • 2 VERDCAL CROSS SECTION MtMVM No: • Panel reinforcement ••• • • • ••• • 2 FL-10975.6 °o 6 east 2 of 12 0 • •• •• • • • •• •• ••• • • • ••• • • 24Sr MAX. ?. DAA. 39 2 INTERIOR IN 46 _ `r`y s �r i�•i � '�� g� 4 64 -' 'sem �V�•, .\\�• `o m m 39 i��i'' ..p •�� / 67 aEm /ht•It11� ` }7((°°z EXTERIOR1 9 0 o a -4 39 35 \ ` a 'm\d a 0 0 61 G1 v o 4 t HORIZONTAL CROSS SECTION / 4 3 0 11j o23 1.44°-�j � m av o I I y� f L DETAILA-A •£ r ,} L'i g o DOOR AN ❑ 60 croak n EXTERIOR INTERIOR a ,) TOP RAR ( BOTf M RA14 Y Y Y Y - GI �+— 4.10 1.44° N z 4ED �8o SQ n T 39 N�{ 64 H G • 7 Sit m ^ d T DIA.MAX. • • • •• :,'�:' Z • • • • • • • • • .d-M N 0 Q J 0000 000 .' " z DAM 4,125/08 39 A n t v4N.= N.rs. • ••• • • • • r Y` 65 00%sn JK m' • • • • • • • • • •� ;DETAIL A-A cm By, Panel reinforcement •• • • ••• i i • ••i i i • • • 2 VERTICAL CROSS SECTION ow�um No • •• • • • • FL-10975.6 0 ••• • • • •• • 4 0 e a ••• • • • • ••• • • ••• • • • ••• • • 24.58"MAX. 2 72 INTERIOR 39sp £ 2 zgZ0 o o t EXTERIOR 0 46 71 i c e 2 or 1 Gi 35 S14 $ 1 HORIZONTAL CROSS SECTION c / 5 3 o v � a 1.471 DETAILAA 31{�:}`: pa �U � DOnK � �1.49°1 Cd. •I i, EXTERIOR INTERIOR m is s T5 M RAIL 4 N z 39 N w 12 t .i' 2 DIA.MAX i:?= iY 4.10°--�j -z- 4 000 000 -t•.<{"{ �• •• • • • •• T4 �• • • • .�f�{••� N O p 39 210 OPEN •� ••• sfi a. v M N Z n AREA MAX T?r,.Jwe 6125108 .d o DETAIL A•A T2 P L • •• 77 HIN:AND. • • 75 , N.T IK m Panel reinforcement "'� � :JM. • • • • • • • • • • coat.By: LFS ; •• • • ••• • • • ••• • • 2 VERTICAL CROSS SECTION ° 'Nos m i• •;• ••• ••• ••• ••• 5 FL-10975.6 0 a sem'_L oF.1.2 ro • • • • • • • • • • ••• • • • ••• • • 1 2 40 7 7 INTERIOR x 50 60 L 9 10 g H ,w•z 40 70 •_r,�. m M N•9 Z O p2� �' EW 9mc p L X ° v gz 6 6 ° $ t d 3 7 ° 21 6 EXTERIOR J •• •C•••••A)• • E°•• ••••• { y �oa Q 20 K 3 1-1/4'MINL 777 EMs.(TYP. C 50 60 3 HORIZONTAL CROSS SECTION " ` 6 Shown w/1X sub-buck 40 70INTERIOR INTERIOR Y0iNN�pN5= YooUzOeO�1°_ SQoUhvw�U iCnE nO Cn P�—COSIINK 7EXERIOR XERIOR 8 60 •K • •• • 40 TO • • • Z •• ••• •• • • • •• Zo (YPI CSINK DA T . °zv M.) C sruF N.T.S. 8 OW m JK m' F 1 1/4 MIN e •i• .00 ••• ••• 2• HORIIOMA!CROSS SECTION E CM BY.- LFS 3 FMg•(n P•) 1 H CROSS ON • • • 000 n shown •• • •• 6• Inswingg con8gur=shown 1'1/4°MIN. Owlwwc NO, 6 Oulswmg ako approved •• • ••• ••• • Outswing also approved FMB.(iYP.I FL-10975.6 o •• • N STffEf-L OF 12 a 0:0 • • • • ••• • • • • • • • • • • • • •• •• •• •• • • • •• •• • • • ••• • • v% •roc �m� OD D - ° n �////// Alli 0 m 0 8 � 9 omi0 A Em 9 til v 0 MiLL V mda 50 60 50 60a 40 70 40 70 19 7 0 7 L Viz` 8 o8L AfZ B 14 18 INTERIOR EXTERIORcF, EXTERIOR INTERIOR EXTERIOR INTERIOR15 34 §" m P 50 60 2 VERTICAL CROSS SECTION g l VERTICAL CROSS SECTION 16 37 7 snownw/ix sub buck 40 70 m 7 Ug alsoanflpp�rouved shown E & al a INTERIOR EXTERIOR p ° F p EXTERIOR INTERIOR a 40 70 32I 31 �No En 50 60E3� o z 36 38 40 70 = N" F s 4 VERTICAL CROSS SEC17ON Ir ft Outming conflgumffon q, r>; - �,•. see enrol notes,sheet 1 �, � -�;..x;,;•„ � �.a;>.��,• for water intilhatton „a�v, requirements p •e F a>>� i tl O N.�.. Q • • • • • • • • • .}M N•.•Z •• • •• •• • • • •• El 6125 08 i N.T.S. ° 5 VERTICAL CROSS SEC110N UWm e,; JK m e 3 VEIMCAL CROSS SECTION • ••• ••• ••• ••• ••• 7 Outswing conflgguurafion crsc.By: LF3 3 7 Inswing configuraflon •• • • • • • • • • seeggeneral notes,sheet 1 1 • • • • •• • • for°HVHZ°waterintUiraflon oFnwwo No.t see general notes,sheet • •• • • • • • • • requirements FL-10975.6 0 reequ emme er infilhaHon ••• • • • •• • N SFE<<tkT 7 OF� � d 0:9 • • • • ••• • - • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • - O a . • .r � v ��YmM •.. ��.� 1:61 Omm HEAD p TYP. Fv y zz 0 &JAMBS TYP.HEAD o g s m o a &JAMBS :E td d LL a o MASONRY MASONRY � oz° OPENING OPENING �`as 28 d o FRAME o oz 2 TONGUE STRMT DETAIL p Multipoint Lock m z 2X BUCK 2X BUCK P -0 =I � ( TYP.Cao SILL IL & m » — K .. ,• ' ° h� -1—or N to LATCH 6 DEADROLTDETAIL O c N t RUCKANCHORING HINGEJAMR FRAMEANCHORING STRIKE JAMB Masonry 2X buck constluctlon CONCRETE ANCHOR NOTES: 1.Concrete anchwlocations at the comers may adjusted to maintain the min. 9 9 $y$ edge distance to mortarjolnts. z �a i 2.Concrete anchor locations noted as MAX.ON CENTER"mist be adjusted to 'I U 10 m m F a maintain the min.edge distance to mortarjotnts,additional concrete anchors •• ••• • • • • v may be naquked to ensure the MAX.ON C8QW dimension are not exceeded. • • • • • • • • 3.Concrete anchor table: • • •• • • • • • 10 0 • z 'C IN:fCI:P�'i1tAN�l:. • • ANC/tOk ]GtIN:..... .M(N<..tkkk111GI :.............,........:.........;., • • • • v M N o 0 E '•.::::-::.:_:.r:i`i:.....:::`: iia;i?'TO;NfASO1�jkY:i_i'_ ;T4ADJdENF;:;: •• ••• •• • • • �Q 1� a a ;i::;Yl "<.:i:£6�f13E►5ME ;;=ii`:; :,:.-::.:;;;:'::;;e:: ::: ..::::..R a` o ' JINr}!d �0 6/25/08ffw wars N.T.S.1/4• 1•l/4" Z° '� LLwa Bn JK m ELCO 1/d" 1.1/4" 1" 4` i i i i i i • • • • CNL BY. LFS 3 ND- WOOD SCREW 1NSiALLATION NOTES: •• •• • ••• • i • ••: • •DETAR nra HINGE DETAIL 1.Maintain o minimum 51ir edge distance,1"end distance,✓i 11o.c.spadng of 000 • • • •• ng inswing FL-10975.6 0 wood screws to prevent the spkftg of wood. a stir 8 OF 2 a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I id 1" a ••••.. .... gg cae t3 ao Z 28 _ J TYP.HEAD 8 g o o a MASONRY JAMBS OPENING W Oa a o� a x is FRAME C' $ 0m x0 _ TONGUE STRW DETAIL iv 0 1 X BUCK Muii-point tock z c+ o F o m o °I TYP.Co?51LL a a •v •Yi» g N 0 u HINGEJAMB a FRAMEANCHOWNG STWKEJAMB B o 0 Masonry 1X buck cons wcHon LATCH Lt DEADBOLT DEWL N n CONCRETE ANCHOR NOTES: m 1.Concrete anchor locaflons at the comers may be adjusted to maintain the min. 9 9 edge distance to mortar okits. o 0. i 2 Concrete anchorlocaflons noted as MAX.ON C,04 t'must be adjusted to H 1 O 10 ^^^ 13 _ ' maintain the min.edge distance to mortarJolnis,addlHonal concrete anchors •• ••• • • • may be required to errswe the MAX.ON CENTER"dimension are not exceeded. • • • • • 49960 3.Concrete anchor table::_:: : ;!;:;::,::r.. ..::.:.::.:: /MXrN :LEkdACMN;CFAM . . . • . 10100 ALiLi01t...........:...... :::,..........:......... '.. . AC •• ••• •• •klii7E ... M.....::........>::_;ca:.;::';a;. .......;:c;:;::•:::.::.....-:::::::::::;::•::..::.,c::::.::::.::..•:.::::::ILTfa :: : :AfILMdI� `�f I6 25 D8 rrw N.Ts. TAPCON1/4" 1.1/4, 2' 4° wm.at: JK• ••• •ELCO • 1/4' 1.1/4' 1° 4" • • • • • CM ora LFS 3 UOODS N • • • • • • • • • • �9Mo NO-' rc WOOD SCREW INSTALLATION NOTES: •• i• • ••• i • •• G EMIL HINGE DETAIL i.Maintain a m(nirriUlT15/8'edge distance,)"end distance,8 1"o.0 spacing of ••• • • FL-10975.6 a wood screws to prevent the spQfltngofwood. • • •• OilswUtg Inswing mm 9 of 12 6 a • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5.83° 5.s3 \ * a 5.75° �� U3 237°—^{ _ •�� 0 236" I c m o OUISWI RES LD OUMMG THRESHOW ow E 9°R• 18 Withhfhermalbreaksl0 15 Wpsubshale k%b desu6 ate \ a 6 a cZ 0 4.56° 583 5.83° R U� 236" 237° 1.69 —{ `�SfA'4hityi' _ i-6mL m OUISWI G THR S OUTSWING THRESHOLD INSWING•1U HOLD 31 Coastal Hardwood sU d�rp�a�b�( Standard substrate FuUsubslrate �I m o 5.83" 4S6° 1.69 5.83" 2.37"--�{ 'Y'�•Y' 2.36" I ° ..`�'r�� _ •ten � +'� ...;.. „. fn rig �f..� •u: �.a;•:.rya. .- � w .�i•',.y:,`fit '•C�,::�,:>.� p N �8�� o 0 97 I WING THRE IQLD 16 �mpos!}e�RESHOLD 1 NMad SG THRESHOLD N Standard substrate Standord subshate ggg 5.75' J. i • •1• •• Y Imo——4.56" • • • • • • • • roiN•'a • •• • • • • • 1'9� m }}-- • •• • • • • ••• Z 900 • • • • • • • KI N^ p X62508 N.T.S I p C3 2 N.T.S. ••• • • • oma V(- JK m' F 14 OUISWING THRESHO A 19 20 HEAD&SIDE • • • • • • EP cm ars LFS ; Q SeBadjrafUrg Jamb • • • ••• • • • ••• • • ORkW=Noe m 6 • •• • • • • • • • FL-70975.6 a sNsar 10 or i2 a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• \a`W. iw' ./yGf � �mM >..... •ooQ• o III' {•.*...• •t�```\\ z O w o Li N•:Z 9 g XZ� Em o m a. TOP EXTENSION LENGTH HANDLE HT7GHT \v a m F a 0 a. C C MANUAL RAISED TONGUE GEAR SYSTEM vo u S. 4.625" 0 0 Cb m a U e � � o 28 TONGUE STRIKE PLATE &I � a a -Yi7�S7{n 0 0 0 5 y 0GNU 8.87' o °° O DBo o 4 C4 � 4 0 0 a1 ti O Oo © 0u]N.. z 4 P m^� • • N�Q � • • • • • •2150^NMS 'o . • • • • • • • • .tMN^Z p 27 LATCH AND DEADBOLI STRIKE PLATE --mm fi 2508 � N.T.S. 9 3 • ••• • • • o®o uft JK m • • • • • • MULTI-POIMLOCKSEi 3 • • • • • • i i • L 3Pofnt"fongue° ��' L✓S � • • • ORAWWG NOa 13 • •• • • • • • s • FL-10975.6 0 SHEEP 'I T OF T Z 8 'a • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • ala OF MATERIALS BILL OF MATERIALS .••• ...N/ttj�i; a ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL �/ A 1X BUCK SG>=0.55 WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT FIBER CLASSIC FIBERGLASS S:'��•/ "n� B 2X B C G>=0.55 WOOD 51 FIBER CLASSIC DOOR SKIN.065"MINIMUM THK.FIBERGLASS FIBERGLASS =V: * ? Bi C MAX.1/4 SHIM SPACE - 52 TOP RAIL COMP. D 1/4"X 2-3/d'PFH ELCO CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD %� �.c°�•` m"' E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 55 BOTTOM RAIL COMP. �i,••• .......... 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 57 LOCK STILE LVL/WOOD ��p* % Z z° F IM X 1-3/4 PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC C FIBERGLASS �' d G 3/16°X 3-1/4"PFH ITW CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN.09(r MINIMUM THK.FIBERGLASS FIBERGLASS i mx°v v H 1/4 x 3.1/4'PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. �` `o g o`o a 1 1/4'X 2-1/4"PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD ` tl 'm a a J 114'X 3-3/4°PFH ITW CONCRETE SCREW STEEL 65 BOTTOM RAIL COMP. v o K #8 X 2-1/2'PFH WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD v° L #10 X 2-1/7 PFH WOOD SCREW 1.15"MIN.EMBEDMENT STEEL 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CRAFT RUSTIC) FIBERGLASS B a 1 EXTERIOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN.090"MINIMUM THK.FIBERGLASS FIBERGLASS 2 INTERIOR LTTE FRAME ALUM. 72 TOP RAIL COMP. 3 LITE FRAME TRIM PVC 75 BOTTOM RAIL COMP. S 4 #10 X 1-1/2'PFH SM SCREW STEEL 77 HINGE AND LOCK STILE WOOD 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM �8 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4X 4 HINGE.097"THK. STEEL E5 M o 10 #10 X 3/4 PFH WOOD SCREW HINGE TO FRAM STEEL 14 THRESHOLD OUTSWING-SELF ADJUST ALUM./COMP. g o m 15 1 THRESHOLD OUTSWING-5-3/4 COMPOSITE SILL ALUM./COMP. o 16 THRESHOLD OUTSWING-5-3/4'COMPOSITE SILL ALUM./COMP. 18 THRESHOLD OUTSWING 5-3/4"THERMAL BREAK SILL ALUM./WOOD a a 19 HEADER JAMB SG>=0.42 WOOD 20 SIDE JAMB SG>=0.42 WOOD 2F 3 PO 'TONG MULTI-POINT L C 9.By OP STEEL 7 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SY STEEL g 28 TONGUE STRIKE PLATE STEEL 5 N � 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD Ptn 32 DOOR BOTTOM SWEEP PVC 8 o v 0 33 INSWING ADJUSTABLE THRESHOLD-STANDARD SUBSTRATE ALUM./COMP. `—' 2E 34 OUTSWING THRESHOLD-5-3/4"HARDWOOD SILL ALUM./WOOD om 35 7/16'X 1/7 STAPLE STEEL 36 INSWING THRESHOLD-FIXED STANDARD SUBSTRATE ALUM./COMP. 37 OUTSWING THRESHOLD ALUM./COMP. 1:310:1 1 :0 _6 zt f39 INSWING ADJUSTABLE THRESHOLD FULL SUBSTRATE ALUM./COMP. •• ••• • • • • • •• Ln eq �C PANEL REINFORCEMENT 0.023"THK �� i BER LASS DO R P W MENT OTH ST FIB GZ HINGE STILE WOOD • • • • • • • • • z n •• • • • ••BOTTOM RAIL COMP. auE: 6/25 08INSULATING FOAM CORE POLYURETHANELOCK STILE LVL/WOOD N.T.S. 9 3 TOP RAIL COMP. • • • ma or JK m • • • 49 ISMOOTHSTAR DOOR SKIN.07(3 MINIMUM THK FIBERGLASS FIBERGLASS 00 000 • • • • • cm by: LFS 13RANM NOA rc • •• • • • • • • • FL-10975.6 ° NOTE:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) ° am �2 OF 12 a ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • $max 6 1 1 i l 1 BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I SCIS Site Map Links I Search rida - Product Approval `. re USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL16708-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com • • 0000 0000•• Authorized Signature Kaede McLaughlin •• • 0000 • 0 fbcl@jeld-wen.com 0000•• •••• • •••••0 • •••••• 0 Technical Representative JELD-WEN Corporate Customer Servjc%•0 0 0 000800 Address/Phone/Email 3737 Lakeport Blvd. 0000 •••• ••••• Klamath Falls OR 97601 000000 •• • 0000• (800) 535-3936 0•0000 '0000• 0•000• custom erserviceagents@jeId-wen.cgr�0000 0 • • • • 0000•• Quality Assurance Representative • Address/Phone/Email •• • ••• 0 '••••• Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden J Validation Checklist-Hardcopy Received Certificate of Independence FL16708 R6 COI COI JW SS 2015-04-27.pdf 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 16708.1 A Design Pro/Smooth Pro/Studio Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes F_16708 R6 II A010871A X. OPO SS 2017-02-09.pdf 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 PER4663 X OPO SS 2017-02-09.odf Created by Independent Third Party: Yes 16708.2 B Design Pro/Smooth Pro Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R6 II A010872A X. GLZ SS 201j`d$�2C pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Ncf eros P.�. 73778•••• *00060 Impact Resistant:Yes Created by Independent TWO Party: Yes .,, 0• Design Pressure: N/A Evaluation Reports 666060 • • • • Other: FL16708 R6 AE PER4438 X GMZ SS 2016-M-260 df 666006 Created by Independent ird arty: Yes ' 0� • 0009 • • 16708.3 C Design Pro/Smooth Pro/Studio Double (XX) Impact Opaque badr 6-0 x 6-I40atil1 6-0 x 89©••• Fiberglass Inswing and Outswing ••4••6 •. • ..0 00 •• •• • ••••• Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R6 II A010873t RA 15CQ SS 2017-X02-09.odf • Approved for use outside HVHZ:Yes Verified By: Hermes F. NCrero, PRE. 73778 • 0 a**% Impact Resistant:Yes Created by Independent Third @arty: Ye:0000• Design Pressure: N/A Evaluation Reports 'so 0 : :•••• Other: FL16708 R6 AE PER4664 XX OPO SS 2d1`,PU2-59.odf • Created by Independent Third Party: Yes •• 16708.4 D Design Pro/Smooth Pro Double (XX) Impact Glazed 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 A010874A XX, 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 PER4440 XX GLZ SS 2016-08-26.pdf Created by Independent Third Party: Yes 16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O) Impact Opaque Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R6 II A010875A OXO, OX OPO SS 2017-02-09.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 PER4665 OXO OPO SS 2017-02-09.13df Created by Independent Third Party: Yes 16708.6 F Design Pro/Smooth Pro Single with sidelite(s) (X,O/O,X/O,X,O) Impact Glazed Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16708 R6 II A010876A OXO, OX GLZ SS 2016-08-26.pdf 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 PER4442 OXO GLZ SS 2016-08-26.odf Created by Independent Third Party: Yes 16708.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Opaque Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R6 II A010877A OXXO, OXX OPQ SS 2017-02- Approved for use outside HVHZ:Yes 09.odf Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R6 AE PER4666 OXXO OPO SS 2017-02-09.Ddf Created by Independent Third Party: Yes 16708.8 H Design Pro/Smooth Pro Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Glazed Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R6 II A010878A OXXO. OXX GLZ SS 2016-08- Approved for use outside HVHZ:Yes 26.odf Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R6 AE PER4444 OXXO GLZ SS 2016-08-26.odf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records requeytogpeot send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1399!*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the ,o 455.275(l), an erAdll6Adress if thayiizv&•• one.The emails provided may be used for official communication with the licensee.However email addresses are puWlrp retold.If you di ppo wish to supply a s personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a Ti Psge under Chaptdt 455,F.S.,please dick here. ••s 0 s s 00 • • 0000•• Product Approval Accepts: s••s•s • s s 0129K] Fiffil MR ® 0000•• 0000•• :9680: 0000 Poo* *sees Credit Card Safe 0.00•• •s s 8888. 8888 .• . 8888.. 8888.. • 8888.. 8888.. . . .8049. PREPARED BY: BUILDING DROPS,INC. 398EDANwBEAO BLVO,S E338 oww eEaa,FL 33444 PH:193413998078 FW(834)740.4738 wee:W.,P•.aa�m"ea,•rKrwP DESIGN PRO/SMOOTH PRO/STUDIO I MPACT APPROVED 371/2"MAX. s O.A.WIDTH Z m$v$ FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX. 3 o o „�—,z o� m O.A.WIDTHw 2> _j W I� ® $ s E � 9 s a be tnw k^4a GENERALNOTES: Z Z OL DY 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA ® 3 p C Q p BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: F \ = s z >Z = • TAS 201-94 x to to S2 O 4. J Q 'o • TAS 202-94 io S2 '-3'Nz N= 3 W N • TAS 203-94 m s S Q)m a ® OJ W w 2. ADEQUACY OF THE EXITING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 00 4 8 O Z i� s t� N RESITING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Z z s O ACTIVE ru 3?d s ® ACTIVE _ }a}N e FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 4 s Z N p s I--cc y INSTALLATION. O N O s = O z p„ O 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR z m / F- A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. Add ADA sill,Mwn-PoemLndL et s/za/ta L L — 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 3 a s 6 7 a e 3 a s s 7 e s RESISTANCE. a a a 4 a a a a a a a a a a 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION 1 TYP.ELEVATION Z Txe oocumEN7sTHE PRo OF euRDWG DRoes,w DOORS ARE QUALIFIED. s•-s•DDDR HEIGM ra•000s NEUDrt wmrarrwwirEnm HENT of euunaw DaI.P%c ALTERATIONS,AOOmON3,WGNOGHTPIG,OA— NWRkWG3 TOlN6 WCOMENTARE NOT PEAMITIEOANO 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WiP) OF 9.75 PST. Wv noN. SILLSREMAINING INFILTRATION. ETS THIIS REQU REMENT,PRODUCT AIHAVING IREQUIRES BEU ED WHENN IN TALLLED AT LOCATIION PRODUCT MEPROTECTED BY ,� S F. OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH=OH HEIGHT IS 21.0 NOTE: 7 C1 ' DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. 0. .......• •G\�``� RI �``` F9PE CERT.OF AIRHOPoLIIR]N N0.393k9 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION ••• ••: : : ••• • • •• Igitally signed by Hermes F.Norero,P.E. • • • eason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES •• •0 ••0 0 0 0• •• /� ate:2077.02.09 75:24:08-05'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES ••• ••0 ••0 ••• 0 ••• p l DATE: 02.05.14 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: CHK. Y: MAX.OVERALL DESIGN PRESSURE(PSF) G LITJ M SS/MSS 4 A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE • 5 A HORIZONTAL ASSEMBLIES ••• JCONFIGIJRATION •• INSWING OUTSWING IMPACT SCALE: NTS • • • • • • •w�TH IGHT RATING 6 A WOOD SUBSTRATES • • • • • • • • POS. NEG. POS. NEG. DWG•#:AO10871A 7 A CONCRETE SUBSTRATES 0 :0 • • •X• 0 •31v0"• 06'-s" 65" 65 65" 1 6S LMI&SMI SHEET: OF 8 ••• • 8 A COMPONENTS&BILL OF MATERIALS a 1 •03,-0" P 814" 50" 50 50" 50 LMI&SMI -SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 • :0••• • •• • • • • • • 000 • •• 0• 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 BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398 E.DA8E BLVD.,$TE.338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. OANN BEAt}I,FL 33000 PH:(95AH399BA)8 3. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO37 FAX:(9sapaa.0�3e STUCCO,FOAM,BRICK VENEER,AND SIDING. O.A. MAX. WEB:vnw.butlNrG4ropF.mm O.A.WIDTH 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL "TYP. p LU F ,. OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 'o MANUFACTURER'S INSTALLATION INSTRUCTIONS. j S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR , O o m JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE - ® 0 W Q �'.,a SHELL OF BLOCK. a C) N g F I=—a 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK O 2 CONCRETE/MASONRY CONSTRUCTION. 0 05. m x k�w L9 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE g = m m p C FOLLOWING PROPERTIES: Fa- ¢F d fY d A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. mV,- 0 00 Z O c B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3 z z z W Z OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 F^34 ¢ z O m PSI. o z N ® N Q o D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Q, x OF 2000 PSI. �•+ % OL 8. SEE SHEETS SAND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR 1= LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. i H- REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Aad ADA sill,Multi-Pohl Lock GL 06/23/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 A2 ANCHOR TABLEVP.ANCHOR LAYOUT 6'-8'&B'-0'OOOfl HEIGHT THIS OOCUNENTGTHE—1-10 J W 6'8"DOORS 8'0"DOORS ANDSHAILNOT BF REPROOUCFD ib WHOLE OP PARE WITXOUf WRITFENtDNSFMOHaNLWNGDROPS•WG AITEMPONt,ADDITIONS,HIGHUGHIING,OR OTXFR ANCHOR MIN. MIN.EDGE MaRuxGSTTHµG OOCIIMFMARE NOnO RNITIEOANO ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT �� SGS F. IAMBS JAMBS �� Q� .• �i� NOTE: .• 2X WOOD BUCK 7 NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. ;• •• O �, WOOD SCREW #10 OR FRAMING 1-1/2" 3/4" 17-1/2" 17.1/4" _. * • : * ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" . 'C ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4"-CMU 1-3/8"-CONC1" 17-1/2" 17-1/4" �i�tC,p_•'••0•' .�('j`,,�� ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 30" 14-3/8" FBPE CERT.OF�ABUTH�aeoRDAdLnlUleNFaeNOJa •• ••• • • • • • •• • B2 2-#9X21/2'PFH1 •• ••• • • ••• •• SCREWS • • • • • • • • • DATE: 02.05.14 •• • •• • • • •• DETAIL D2 2-#9 X 2 1/P PFH TYP.HOPPE 22 23 DWG. Y: CHK. Y: PRH SCREWS MULTI-POINT SHOOT BOLT GL/TJM SS)MSS PLATE LOCATION SCALE: NTS (RH PLATE SHOWN) •• • • • • D'!AIL.2 • • • • • • . . . . DWG.#:A010871A TYP.HOPPE 1-BOTTOM SHOOT DZ • • • ••• • • • • • • • MULTI-POINT SHOOT BOLT BOLT PLATE •• • • • • •• • • SHEET: OF8 PLATE LOCATION HOPPE#2098911 • • • ••• • • • SILL SECTION VIEW HEAD SECTION VIEW INSWING SHSOEWE ON EOTAULLTS8N2'LVG SDADAR lsd;m o_oWGAb L ED • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 PREPARED BY: BUILDING DROPS,INC. 41/2"TYP. 41/2"TVP. N9 E.Dawn eucLVD.,l 988 BUCK,FBUCK,,F133W0 PH:(954139480]8 11/2"OFFSET "t FAX.19541744.M ,y WEB:•wui.WIWI"Bdr4pf.com M I mDo 0 I oIn d a� \ D.Y_I II F SL230 SL130,LEFT SL130,RIGHT SL230,B'0" SL130,8'0" a j H 5 a W OC mQ MY �G -j L9 Qz z Z8 �' ~o v D w p Z p Q R O D X l P.ANCHOR LAYOUT SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT SL600 REMARKS BYJ DATE PHONAL RN BU[lt OI[ONtBETE/MAfONBY Add ADA 1111,Multi-Point Lock GL 06/24/14 QUALIFIED SKIN PATTERNS Add Qualified Skin Patterns LS 12/21/16 .250±.010 TH UM NTnTNE RaPEAnDFa 1—DROPs,W AND.HALL NOT.-..D.--.B DART WffNOUf WP(fTFtl C---of---o..' G f OSO ALtEMTroNS,ADD1Tro�5.- .092-�5 .030d:.010 MnRN�NG9 TOTH-EMnRE NOT PERNRREDAND 11/4"MIN.EMBED TYP. ��,�$F z P.GROOVE DIMENSIONS �� Q�•' F �� SEE TABLE wo - 6 °Er O: 2E 2i 2X BUCK ANCHOR TABLE �O L P;'�404u,� 2X WOOD BUCK INSTALL. 6'8"DOORS B'0"DOORS 2X WOOD BUCK MIN.EDGE MIN.CENTER �gj��LtAp�[Ny ANCHOR PER BUCK ANCHOR TABLE ""SIZER SUBSTRATE EMBEDMENT DIST.A TO CENTER FBPt RR AUIHO--- SUBSTRATE DISTANCE MAX.D.C. MAX.O.C. •• • • • • • • •• SPACING AT SPACING AT 2X WOOD BUCK INSTALL. [g12X WOOD BUCK INSTALL. • • • • • • • • JAMBS IAMBS CR0511FLDON SIDE VIEW TAPCON •1/4>yCO;CR /C li: !-y4° 2-1/2" 4° 25° /I[,:ANCHORT-YPE ULIISACON• •1/4"• CONUETE/C•IU*-3/B�LbNC. 1" 4° 25° 3D-1/4" DATE: OZ.OS.1'-h 13#4.j 1'4-CMU NOTES: DWG. Y: CHK. Y: GL JM SS MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL • ••• • • • SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. ••• DWG-#:AO10871A • • • • • • • • • • • •000 0• • ••• • • •• • • SHEET: IFI •• 3 . . . . . . . . . . 0% :• •• • • • •• •• PREPARED BY: BUILDING DROPS,INC. 398 F.DANIA BEACH LVD.,5tE.338 DABEACH,F3804 L3 PH:/ PH:19541399-H478 G FA%:1954))44.4)38 WEB:—.wMn d'.p'mn 11 INTERIOR EXTERIOR EXTERIOR /. INTERIOR p c m O N 4 —� INTERIOR EXTERIOR Q S \Op Ln o�m� 3:•: �� j W KL•� •-'�*` —TIL. � m g�� a G W mY �11 OPERABLE HEAD3� OPERABLE SILL X41 OPERABLE SILL o a a 14, OUTSWING SHOWN-INSWING SIMILAR 4, INSWING 4 OUTSWING a Q ENDURA ZAIL4565F AFCO J-2297cr Z U e h Lu P O O 11 14 F F EXTERIOR INTERIOR REMARKS BYJ DATE INTERIOR EXTERIOR / 7 INTERIOR EXTERIOR Add ADA Mll,MUltl-Point Lock GL D6/23/14 10 6 - �. �O O N UM NTHTHE PROPERIYOF �IWNG DROPS,W AND SWlll NOT BE REPRODUCED W WXDLF OR PORT WITHOUT WRIiTFN CONSEM OF 8111LDWG DROPS,WC. pL1FMlIDNS,RDDR W tE,XIGNOGXI W G,0R DLXF R OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL MA KWGS 0�00[UM N ARENOM EDAND 4 INSWING/OUTSWING 4 INSWING 4 OUTSWING F• ENDURA HCISWO AFCO A-276/P-2DD0 OPTIONAL AFCO H-497 7 fit'` 398. AB D R�EF1f1�(M1j1�g0.y6��iWp�O�K 9 FB [FRT.OF pUTHOR1TAlIX1N Np.85R INTERIOR EXTERIOR $ INTERIOR EXTERIOR •• '� • • • •• : : :•: '. DATE: 02.05.14 DWG. Y: CHK. Y: GL TJM SS MSS OPERABLE SILL g OPE*W SILT! SCALE: NTS • DWG.a:A010871A 4 OUTSWING 4 OPTIONALENDULENDU NG SHEET: OF8 OPTIONAL AFCO A-117 OPTIONAL • � : • •• • • " 4 ... . . . . ••• . PREPARED BY: ®PLACE HINGE SCHEDULE HINGE 9X2-ETAIL ATIAMB: BUILDING DROPS,INC. #9%2-1/2"PFH SCREW NEXT TO WEATHERSTRIP DOOR HEIGHT QUANTITY 398 E.pAN1A BEACH BLVD.,STE.338 --j- 6-4- ANuBEACH.PL 330006'B" 3PH:I950I399-Pil)B O iA%:19501TEA.0Tf8 R'D" 4 `\ WEe:vw"r.bWWngtlrops.wm 1 h Lu �� 18 19 1 \ ca o: 11 :x a N ~ .. INTERIOR \�\ / / Op Q Q m g INTERIOR �. O M '� 1-#9 X 2-1/2"PHILLIPS H Q Q �• FLATHEAD WOOD SCREW O� Z e— 0 0 \' \' 3-#9%3/4"PHILLIPS lZ7 FLATHEAD WOOD SCREWS �f or EXTERIOR EXTERI\ p 0 e 4-#9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4"LENGTH FOR 6'-8"DOORS USE 1"LENGTH FOR 8'-0"DOORS LOCK JAMB HINGE JAMB 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE Add ADA sill,Multi-Point Lock CL 06/29/14 9-#9 X 13/4"PFH 3-#8 K 2"PFH 13-#8 X 13/8"PFH(6'-8"UNITS) 8•tT9X21/2"PFH W/HARDWARE 15-#8X13/8"PFH(8'-0"UNITS) THB t-UMENTISTHE PROPERlYO BUBDWGOBO 6/HARDWAUNITS W/STRIKE HARDWARE COMESW/HARDWARE ANO SHALL NOT BE BEPROOU(EO iNWNfpE OR PART W/STRIKE HARDWARE ( ) 1-MPL STRIKE PLATE wrtxour WRITTEN wxsExr or BUAOING OROPs,wc. 4-MPL STRIKE PLATES MA-,- n roTM¢ .viaerirAxiNor rEnin�rr¢o um 4-#B%13/8"PFH iuv, 21 1-REINFORCEMENT PLATE 20 HOPPE#2512296 EXTERIOR EXTERIOR 0 7 14/�: INTERIOR o INTERIOR �I/`s ��% iBPE CERT.OL AUIIIONtATIOH N0.E3JB 11 11 ••• • � • ••• • � ••• ROCKWELL MULTI-POINT LOCK JAMB HOPPE MLLI.TI-PQINj%.LO•CsK jM.M9• r6--�HOPPE MULTI-POINT LOCK DATE' 02.05.14 5 OUTSWINGSHOWN-INSWINGSIMILAR rJ OUTSWINGSHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY WG/Y: CHK.BY: SCALE: NTS • ••• DWG.#:A010871A � : • • • • • • • • • • • ••• • • • ••• • • SHEET: OF8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • PREPARED BY: 2X WOOD BUCK Q BUILDING DROPS,INC. Gx 398 E.OANW eFACH.iL 33004 338 MIN. EDGE DISI. Z "J %%%/ WOOD ANCHOR PH:1954139984]6 FA%:19541]44.4]38 SEE TABLE SHEET �w< % SEE TABLE ON SHEET WEB:wwvr.bullAngdrvpskom F- %� SILICONE w J 2X WOOD BUCK O J 1 N z¢ % E> �N W oQa aC) o N _ M1.211. AX. 2X WOOD BUCK a Q g WOOD ANCHOR SHIM OQ Ln SEE TABLE ON SHEET 2 MIN.EMBED. p0 SEE TABLE SHEET 2 O Qa n HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL Z o 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED 0 ENDURA ZAIL4565F EE j 0 Q SILICONE a SILICONE SILICONE 0 REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add ADA SIII,Multi-Point Lock GL 06/23/14 2X WOOD BUCK THI500CUMENi PROP R OF IN A.—NDT T.BE REPRODUCED IN WNOIE OR PAlfr WHHDUi WPOIEN CONSENT OF BURDNG DPOPS.ING 4 OPERABLE SILL OPERABLE SILL OPERABLE SILLA`""""°"�"°°"� "°'"R MARKINGS TO TH6 WCUMEMAPE NOT PERM°IED AND INVA N 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 7I7Z AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 ,` -A�S F' O-��0. �. O 7 -0 - TT tr �0 p �4 SILICONE S9e ILICONE SILICONE 9 !'N A� FBPE[ERi.OF Al11FI0R WTION NO.MSIR 2X WOOD BUCK • • 000 21 WJOD BL Cg 2X WOOD BUCK • • • • • • • • • • • :•: •• DATE: 02.05.14 g OPERABLE SILL g OPERABLE SILL • •• OPERABLE ADA SILL GL/T'JM THK�mss 6 OUTSWING-NOANCHOR REQUIRED 6 OUTSWI�IG- pp CHORREQUIREO 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 fcNDY1A`ZOBL45,j�• ••• ••• ••• ENDURA HCISDDD DWG.n:A010871A •• • • ••• • ••� SHEET: OF8 .. . . . • 6 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW ••• • • • ••• ••• SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PREPARED BY: • MIN. 1K WOOD BUCK Ik EDGE DIST. (OPTIONAL) BUILDING DROPS,INC. SEE TABLE SHEET GN '•.e�: 398 E.DANIA HFA[H BLVO.,SIE.338 � DAREACH,FL361 m �•� %% CONCRETE ANCHOR SILICONE PH:PH:I95CI399.BCn78 SEE TABLE ON SHEET 2 FAX:(9507A4.A788 0� N • / WFB:vnvw.buRdinBtlrOpermn W CONCRETE/ % MASONRY z a BY OTHERS % CONCRETE/ N a'•� % MASONRY m m v ry •A BY OTHERS o T d 1X WOOD BUCK 'A % p N d h m (OPTIONAL) W n � %% % •�' _ a MAX. � K 5r�� o 0 MAX. F-a s CONCRETE ANCHOR SHIM � "" a SEE TABLE ON SHEET2 ••• CONCRETE/MASONRY BY OTHERS OQ ED mY MIN.EMBED. U N SEE TABLE SHEET 2 Q JAMB (TYPICAL) OPERABLE SILLWHEAD (TYPICAL) o 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 INSWING-NO ANCHOR REQUIRED CZ7 U ENDURA ZAIL4565F W Z O 0 o SILICONE r SILICONE SILICONE OEM— REMARKS BY DATE p G 4 •p _ G •.a d A Add ADA sill,Multi-Point Lock GL 06/23/14 CONCRETE/ _ ""—CONCRETE/ - CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS THIS R0 Df RUIIDING DROPS,IN ANOSHAII NOT BEREPROOUCEDIN WHOI£OR PART OPERABLE SILL OPERABLE SILL 7� OPERABLE SILLWR EN[ON EN OF BURDWGDROPD AN. nONS.A W fNONi.MGHI W xI W G,OR On¢R FMRkINGS TOIHR WCUMENT ARE NOi PERMR}EO AND non. 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 z• .p0 7 SILICONE SILICONESILICONE 0 P.�GC1�[/�`� 'ci<••• .. .a a G .a a• G La p FRPE QRT.OFAO(HOROAIION N0.395]R CONCRETE/ -40. ••'f ICON ETE/• • •• CONCRETE/ MASONRY Y MASONRY BY OTHERS • • •0 BYQTH S 0 0 BY OTHERS OPERABLE SILL 9� OPERAB�i Slti : : : : :f: OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NOANCHORREQUIRED 7 OUTSWING-NOANCHOR REQUTRED•'•" • • • 77 OUTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. Y: AFCO A-117 ENDURAZOBL4565F ENDURA HC15000 ADA GL/TJM SS/MSS . ... . • SCALE: NTS • • ••. .•• DWG.a:A010871A • • • • • • • • •• f • SHEET: OF8 E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW ••• :f ••• ••• • • • SECTION OF HEAD ORIAMB AS LONG AS MINIMUM •• • EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. 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 p BUILDING DROPS,INC. SOLID PINE 398E.O MRegia RLW,M338 1 FRAME HEAD/JAMBS LAMINATED VENEER ® DMKBEa LFL33004 1H:19%)3993418 LUMBER p Fax:(9S4744.4188 COMPOSITE WEB,wwWUm ge 2 (NOT USED) B O 3 (NOT USED) o N 4 ENDURA ZAIL456SF THRESHOLD - O h FW- F-o'7 o 5 AFCO 1-2297 THRESHOLD - a W 2 Q°� 6 AFCO A-276/P-2000 THRESHOLD - _ L+• 5 �ry a 7 AFCO H-497 THRESHOLD O 0 0 M° @ O ® Q O ro g 8 AFCO A-117 THRESHOLD - • a t; 0 + C� Z y 9 ENDURA ZOBL4565F THRESHOLD O po HANDLE O a 10 ENDURA HCI5000 ADA THRESHOLD - ° eP§ O o 4 HEIGHT Z < FyQ co 11 WEATHERSTRIP URETHANE FOAM& O $ Z n ° " J O 0 POLYETHYLENE O o n N W e �n O O n m ACD Q o 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE HANDLE Z 6 0 13 (NOT USED) _ HEIGHT 0 + 14 (NOT USED) - C=)c F- O 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL O O ° q O ° ~ Lj 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL O an ° ° REMARKS BY DATE Add ADA dll,Muld-11111 Loci GL D6/23/14 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL m ® g of 19 KW IKSET DEADBOLT SERIES 78D STEEL p THtS DOW D RO ttOF BUIIDING DROPS, [ ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT Atm SHrLLLNOtBE REPROMD.-- 20 ROCKWELL MULTI-POINT TONGUE LATCH#73228780 8-0 UNIT STEEL '9,. uFHOeRaFmru,anomDru,N�eiL iwo oa°oTxE�tn BN 0.63" bNRKWG5T0 TH6 WNMENFaRE NOTPERMITFEDANO 21 HOPPE MUU-POINT HARDWARE HLS9000 STEEL 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL O ® ``Q'\'�S F.. O 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL :��'� ••.�PO�� 0 79" 7 ,1Q0p4 ' 0 %. OFRAME HEAD/JAMBSO 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 99eatA J� � FBPECERT,OFAUFHORVATRLlN0.851R tn or y'� L1I �- •• • • • • ••• •• 02.05.14 �{--4.563" t"�4.56" Ii• ••• • i•• • • •• 4.57" 1.75 DATE: DWG. Y: CHK. Y: O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F 10 ENDURA HC15000 ADA 23 HEAD SHOOT BOLT PLATE(RH) GL TJM SS�MSS THRESHOLD • •• THRESHOLD SCALE: NTS • •• • • • •• •'• DWG.#:A010871A • • • • • I—J®� SHEET: OF8 m 4.58" I • • 'a• 5.00" R 4.62° 4.56" I c 1.75" V ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DADE MIAMI—DADE COUNTY,FLORIDA 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.miamidade.goy/eeonomy 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 jvAsk tion. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade:Covnly ProddWl!ontrol•••••• Section that this product or material fails to meet the requirements of the applicable p,Vj d0ir-g code.. •, This product is approved as described herein, and has been designed to comply with: Florida Building"•••• Code,including the High Velocity Hurricane Zone. •••• :0600: DESCRIPTION: Series"Sentinel 120"Aluminum Horizontal Sliding Window-t'EA1. •••• 6 0000.. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 124•Qjetm. Horia.'Sliding".6• Wdw. (L.M.I./S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03129414 with revision "G'o"':' dated 05/02/16,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmac;P. E, bM•ing the.6 go Mami-Dade County Product Control Revision stamp with the Notice of Accepta*e gmpber ai 0do;tp'iratiorl date by the Miami-Dade County Product Control Section.' so • 000 0 : :0000 '.0• MISSILE IMPACT RATING:Large and Small Missile ILnpact Resistant as LIMITATIONS: 1.Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. 2.The Day Lite Opening's(D.L.O.)of maximum 495/8-inch(Width)by maximum 553/4-inch(Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. H 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. MrariMADE COUNTY NOA No.15-0929.13 S` ll Expiration Date: September 22,2020 131 Approval Date: May 19,2016 Page l CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)",sheets 1, 1.1, 2, 2.1, 3, 3.1,4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Abmad,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 2C"94; ; • 5) Cyclic Wind Pressure Loading,per FBC,TAS-2,43-94 '..' : ;;• 6) Forced Entry Test,FBC 24113.2.1,TAS 2MW• '- along with marked-up drawings and installation diagram of•�.;§erties Sehtr"1>�1 120:• .... ..• aluminum horizontal sliding window, prepared by Certified Test 4aboratpp;s, T • est' . Report No. CTLA-3062W, dated 07/07/15 signed and sealed• kamelkX*Patel P.E. ...... 0 • . . 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading der FBC TAS?JZr-94 .... • 2) Large Missile Impact Test,per FBC,TAS 201'94 ...... 3) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 •.; ' along with marked-up drawings and installation diagram of a series fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(T and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series project out window, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WB,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowwuED) 4. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window,to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC,dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-q4 •••• —66: 6••••• 4) Small Missile Impact-Test,per FBC,TAS 2U-D4: •• 5) Cyclic Wind Pressure Loading,per FBC,TAS•265-94 •••• : 4000:9 6) Forced Entry Test,FBC 24113.2.1,TAS 2dTV4' • along with marked-up drawings and installation diagram t ,•series►�ctS�atinel"•••• aluminum horizontal sliding window, prepared by Hurricane-Test Labor4pry, LLCi• •. Test Report No. HTL-0080-0102'10, dated 06/04/10, signed'tndr sealed 4y•V'inu J*..9 @• Abraham,P.E. • (Submitted under NOA No. 10-0510.12) •..... •••••• C. CALCULATIONS •.: • 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al Farooq Corporation, dated 09/17/15 revised on 05/11/16 ,signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their ."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 "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.flasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 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 R§me sh C. Pate T�P•E. ...... 3. Testing Proposal issued by the Product Control Section, daft Q�/08/1$„4gned by •• Jaime Gascon,P. E., Section Supervisor. 000:00 ••o . 0000.. 4. Laboratory compliance letters for Test Reports No.'s C11BA'3056 'WA, datCd •• 03/03/15, CTLA 3056 WB, dated 03/03/15 and CTLA-3056 WG?dated UY/16/15, all • issued by Certified Test Laboratories, all signed and sealed by l awsh C..Patvl,P. E..:..• (Submitted under previous NOA No. 1S-0512.05) •• •• •• •••••• 5. Testing Proposal issued by the Product Control Section, dafed•t2/16/14,signed by •; Jaime Gascon, P. E., Section Supervisor. ; •• :...:. ...... (Submitted under previous NOA No. 15-4512.45) ego •••••• 6. Laboratory compliance letters for Test Report No. HT1 -0080-0102-10,'isaued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120” Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. Jorge M.PIasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-3 PJ, �cnt k.bk+ TION 111' -- 110• p V FLANGE WIDTH BUCK WIDTH to 4% 6• 5'MAX. HEAD/SILL 5" j MAXe TIP. m EYP. HEAD/SILL 5 b MEG.STILES �] — MTG.STILE m fi 11 II �IrjpY L4YY II II II II �p E n F ji F E1 II F jj F fi II 6 fi / 7 II 6 �° na II �� Mo i/ II / � iftia yy QiL 6 _ ____ ____ —___JL_____ IT II II yy p1 � II ii II Q W�,E F � N ♦ ♦ � G °ISL ♦ i I i I ♦ i I ♦ i d C FALSE MUNTINS ADDL ANCHOR REOD. FALSE MUNnNS ADDL ANCHOR READ. {SURFACE APPLIED) 32 7/B' 32 7/6' AT CENTER OF ALL PANELS (SURFACE APPLIED) 32 7/6• 32 7/5" AT LINTER OF ALL PANELS OPTIONAL D.L OPG. D.L OPG, FOXED OR OPERABLE OPTKINAL D.L OPG. D.L.OPG. VAT OR OPERABLE p{Fad ABOVE 30'PANEL WIDTHS ABOVE 30'PANEL WIDTHS 1+1 3fi 3/6• ,AT HEAD/SILL 36 3/6" AT HEAD/SILL VENT WIDTH VENT WIDTH C FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME ° r N 3 0 rMi 110' CZLL.1'� BUCK WIDTH a, 5 1/2' 13 5/16' MAX. MAX. ' v� O g O] HEAD/SILL S•Typ MAY HEAD SILL N mZ SERIES SENTINEL-120 0 A2 M1MT0.SME r ALUMINUM HORIZONTAL SLIDING WINDOW 6 PRODUCT REVISED ♦ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER as OA-complying with the FloridaBuildi L� CHARTS SHOWN ON SHEETS 2 & 3. Nno 6Cotlde OA-No. 15-0828.13 L APPROVAL APPUES TO SINGLE UNITS OR SIDE BY S1DE COMBINATIONS Eaphetlon Date 09=2020F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTYAPPROVED WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS iIN BETWEEN. Mlam a e Preduot Control jLOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVALWILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS INSULATING LAM. GLASSTHIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEco'_ _ _ REOUIREMENTS 11F'1"R 201#(M EMPON) PL.ORMA BUlU%NG CODE _ LARGE MISSILE IMPACT ,oo ga cm''6- -- 11 $$SINCLUDING RIGH VELOCII=HORg(fNIZORE L(VH;. • SMALL MISSILE IMPACTWOOD BUCKS•BY OTE(Q�,NI1ST•B£4•M1CilORGO•RROPER►Y TO TRANSFER LOADS TO THEE 6TRUCTL*E.•T�• • • • • • `" ANCHORS sHAll BE•A•S USTFA,%PACEb AS SHo1QN f�TJ•OETAILS,ANCHORS �.�``�J ........... EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ` ' •� .• ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE : a V( kPPROVAL• • • • FALSE MUNTINS NOT PART 9F _{r'• • •'y}_ g (SURFACE P IZ 3z 7/B' 32 7/6" A LOAD DI�RAT10 INCREAS.IS:SES IN:ESIGN••Q�F:CM7R9sINT0 W000 ONLY. it D.L OPG. . 1 GPC. ALL SHIIM TO 0:HIGH•IMPt4, NO**-MITALWC Aa:ON•COSPRESSIBLE � � OF (�� drawing no. 36 3/8' IAA 1NCLumt�BUT 90I?IM11t?b S AL S0 THAT 14AY 1 1201 �i�'•.•I('•(ORiDp`.� e`�'.` VENT WIDILI COME WTO A CT WITH OTRER DISSIMILAR AD SHIQl A{EEE THEi Ss W10-18 FIN FRAME REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE&ADOPTED STANDARDS '��riA/��fl�I L \��`♦ sheat 1 of)) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ELEVATIONFLANGE WIDTH WIDTH / FLANGE WIDTH � 8' S 1/2- MAX. 5-MAX. MAX. HEAD/SILL TYP m HEAD ILL. 5 MAX. m1zz��;T Z ro• 5 5 MTG.STILE 81 MTG.STILET"� \ 7K O �� 11 II II 71 GGG"�� 11 tl II II 11 11 /�t E II F 11 - it F E1 11 F II II F 7[?�h 6 _ 11 6 II / II 8 /. 6 II 8 II II 8 V G I / / O If X b W \pp H 11 II m W \� O 11 II I1 ��fQ�Z m U� `I 1 II II O J 11 II _ rrii II II � s II zz 5� ii II II �� II 11 Q W� F II II 5 5 II II Ave, 5 li II Eel N i i i ffms3i FALSE MUMS l ADDL.ANCHOR READ. FALSE NNNONS r ADDL ANCHOR REOD. Ia ` n (SURFACE APPLIED) 24 1/2- 49 5/8- AT CENTER OF ALL PANELS (SURFACE APPLIED 24 1/2" 49 6/8" AT CENTER OF ALL PANELS y! OPTIONALFOXED OR OPERABLE OPRO O DL D.L.OPG. D.L.OPG. D.L.OPO. FIXED OR OPERABLE �j ABOVE 30'PANEL WIDTHS ABOVE 30-PANEL WIDTHS AT HEAD/SILL 28' AT HFAO/SLL VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAMJF ° IN. 8 �NM 110- 3p BUCK,WIDTH �^ 5 1/2• 13 5/16' S�QQ G HEAD/SILL 5 MAX HEAD/SILL MTG.STILE O ii II II E2 II F 11 II O g II 11 II F �� M O -v I umi v'ni p 11 II Cm Yx, II II •• ••• • • • • • • •• H o 11 II I1 • • •• • • • • • 10 0 82li it n • • • • • • • • • \\\t i 1!!! � ♦ ♦ PRODUCT REVISED FALSE MUNIINS / • 0:0 • Neild n0 Kong with the Florida (SURFACE OWOONAIJ 24 1/2'♦` 49 5/8' • • • • • ti•EA-No.••e•1 D.L OPD. 'O.L OPO. • • • • • tlgP101111 n OY12y2020 IE OF :• : drowin no. 28' • •• • • • • • • io 9 VENT WIDTH ••• • • 'y 14AY 1 1 201 ,, '••.Ftoril°!'.�'c�`�� W 10-18 FIN FRAME N11em1-�eProduct .ontrolNA41 `\�� aetl.le�ll • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) STD.MTG.RAIL H.D.MTC.RAM STD.MTG.RBD, H.D.MM.RAIL B.D.MTG.BAM GLAD TYPES GLASS TYPES am TYPES GLM TYPES Gum TYPE FLANGE DIMS. BUCK DIMS. 'B'&'AI"'B'&'SI' IV&'BI' FLANGE DIMS. BUCK DIMS. ',1&'AI','8'&'B1' 'S'&'SI' 'C'&'CI' WIDTH HEIGHT WIDTH HEIGHT E%L(+) INT.(-) EXT.(+) INT'.(-) wIOTH I HEIGHT WIDTH HEIGHT EXT.(+) iNT.(-) EXr.(+) INT.(-) EXT.(+) WT.(-) P•� L � 26-1/2' 25-1/2' 85.0 65-0 80.0 90.0 55-3/4' 54-3/4' 65.0 55.0 80.0 90.0 65.0 65.0 9 0'^y rP 8 37' 26' 36' 25" 65.0 65.0 80.0 90.0 6-15/16 26' 7-15/16 25' 65.0 65.0 80.0 90.0 65.0 65.0 e�N j 53-1/8' 52•-1/8" 65.0 85.0 80.0 90.0 83-1/2' 82-1/2' 65.0 65.0 80.0 90.0 85.0• 65.0 � 74" 73' 65.0 65.0 60.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 -65.0 65.0 pl 26-1/2" 38-3/8' 25-1/2" 65.0 85.0 00.0 90.0 8-15/1fi 38-3/8' 7-15/18 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 H 37' 38 37-3/8 .0 55.0 80.0 90.0 93-1/2" 82-1/2" 85.0 85.o 80.0 90.0 85.0 WA Q'�q ' O ll 9� 53-1/4. 52-1/8" 05.0 65.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 1 80.0 90.0 65.0 55.0 Q G 74" 73' 65.0 85.0 1 80.0 90.0 8-15/18 50-b/8' 7-15/18 49-5/8' - 65.0 65.0 G 26-1/2' 26-1/2" 65.0 65.0 60.0 90.0 83-1/2' 82-1/2" - - - - 65.0 65.0 It g6 37' 50-5/8" 49-5/8' 36' 65.0 88.0 80.0 90.0 55-3/4" 54-3/4' 65.0 65.0 80.0 90.0 .65.0 65.0 LL Cp _ 53-1/8' 52-1/8" 65.0 85.0 80.0 90.0 8-15/16 83" 7-15/18' 627-- - - - - 65.0 65.0 811a 01 r 74' 73' 65.0 65.0 80.0 90.0 83-1/2" 82-1/2' - 26-1/2' 25-1/2 65.0 65.0 80.0 90.0 37" 1" 36' 62" 65.0 65.0 80.0 90.0 53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 V .� 74' 73' 60.2 60.2 80.0 90.0 C (1/3w) (2/31' m 0 O W n G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH n 'XO OR OX' 0 cz OPERATING VENTS TO 8E 1/2 OF THE WINDOW WIDTH 'XO OR OX' 0 0 23 YI'TP. BUCK DIMS )S"TIP. BUCX DIMS BUCK DIMS _Ayyyy FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME a g FLANGE DIMS FLANGE DNS ooh g j FLTAiNGET & FLANGE ADAPTOR FRAME a o .E • m Q •` o o S EG FRAME g • •• • • • • ••• • E5 ••• ••• ••• ••• • • ••• PRODUCT REVISED 7 as complying with the Florida 6 };. NOTE: t$ullding Coit • •.• ••• •N!A-No.• X1640939.13 - a S GLASS CAPACITIES ON THIW SHEEP ARE • • • • E4 E4 BASED ON ASTM E130Q*09 (3 C.•GUJ)%j •Efiplydtlon t•0 2 020 TE OF i•t�. drawing no. �j AND FLORIDA BUILDING•GQMMISihN • • • •• �'i� w1 0- -y S STD. MTG. RAIL: U H. D. MTG, RAIL: DECLARATORY STATEMENT DCA05-OEC-219 Mam- Product-controle14AY 1 2d�6 7!YI�T1�e1j1111 sheet 2 of11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF (XOX SMS) (XOR SIZES) 11•�� " STB.MTG.RAIL H.D.MTG.RAIL, STD.MTG.RAIL H.D.MTG.RAD. H.D.MTG.RAIL �Y cum Tnu CUBS TYPES CLAW TYPES Elm TYPES arm TYPES F74' E DIMS. BUCK DIMS. 'A'&'AI','B'&'SI' 'B'&'Bl' FLANGE DIMS. BUCK DIMS. WA AL%'B'&'81' 'IY&'BI' '0'&'01' HEIGHT WIDTH HEIGHT EXr.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXr.(+) INT.(-) EXL(+) INT.(-) N5.O INL(-) i a 73' 85.0 854 B0.0 90.0 74" 73' 6SA 85.0 80.0 90.0 65.0 6 26" 105-1/4' 25' 65.0 85.0 804 90.0 106-1/4' 26' 105-1/4" 25" 65.0 65.0 80.0 90.0 65.0 110' 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90 0 65.074 73' 65.0 65.0 804 90.0 74' 73' 85.0 65.0 80.0 90.0 65.0 108-1/4' 38-3/8' 105-1/4' 37-3/8' 6S.0 65.0 80.0 90.0 108-1/4' 38-3/8' I05-1/4' 37-3/8' 65.0 85.0 80.0 90.0 65.0N.~{ 111' 110' 65.0 65.0 80.0 90.0 171' 110' 65.0 65.0 80.0 80.0 65474' 73' 65.0 65.0 60.0 90.0 74' 73" 65.0 85.0 80.0 90.0 65.0 O p 108-7/4" SO-5/,. 105-1/4' 49-8/8' 65.0 65.0 80.0 90.0 108-1/4' 50-5/8' 105-1/4' 49-5/8' - - - - 55A 1 65.0 S�QgG 111' 110' 65.0 85.0 80.0 90.0 111' 110' - - - - BSA 85.0 74' 73' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 Q Z A0 t�C3� 105-1/4' 83" 105-1/4' BZ' 61.6 61.6 80.0 90.0 108-1/4" 63' 105-1/4' S2" - - - - 65.0 85.0 61 tit" 170' 60.0 60.0 80.0 90.0 111' 110' - - - - 65.0 65.0 N U C � 0 (I/3W) (1/3w) (1/311 (1/4100 (1,2' (7/,4 0`00 W 'a C O OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH v 3 'XOX' 'XOX' o R� 1I'TP. BUCK DIMS YC TYP. BUCK DNS BUCK DUS rg p e FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME o Ir FIANCE DIMS j FIANCE DIMS rX • a g FLANGE & FLANGE ADAPTOR FRAME EQUAL IXG FRAME o �' ES {t11I�lF •• ••• •• • • • •• �,•�9w'Allflp_7,,, O 7 •e � 1 PRODUCT R Fl - r No0682 d • ••• • is eompl Iny with ith tWa8 Florida NOTE: • • • • • IIdInBda C} ' E4 E4 GLASS CAPACITIES ON THIS SHEET ARE • • •NA-Ro.• 9 .13 BASED ON ASTM E1300 b9 3 EC.OUSTS ( ) •ISt�Ir�lon 0S/22h020 7E OF i• � drawing no. AND FLORIDA BUILDING' MAYSTD. MTG. RAIL: H.D. MTG, RAIL: DECLARATORY STATEMEMI UCA05-DEC-219• %Y • Z�� Miami-1) a roduot o�rol ��,�DAIAL . t �rnu11 11 sheet2.10t 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF V a (x0 OR Ox SIZES) (XO OR Ox SIZES) 0 STD.MTG.RAR B.D.MTG.RAIL STD.MTG.BAD. H.D.MTC.RAIL N.D.MTG.RM 3 GLM TYPES sun TYPES OLM TYPES cum TYPES GGAES TYPES Z y � BUCK DIMS. TWAl','8'&'Bl' 'B'&'Bl' BUCK DIMS. T&'AV,'B'&'Bl' 'B'&'Bl' 'C'&'C1' o g 7d'I WIDTH MIGHT EXT.(+) IM.(-) ETR.(+) IM.(-) W[DTH HEIGHT EX(.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 23-1/Z' 65.0 65.0 80.0 80.0 54-3/4' 69.0 65.0 80.0 50.0 65.0 65.0 O 36' 85.0 65.0 80.0 80.0 7-15/16 25' 65.0 65.0 80.0 00.0 65.0 65.0 52-1/8` 29' 65.0 $5.0 80.0 80.0 62-1/2' 65.0 65.0 60.0 60.0 65.0 65.0 73' 88.0 65.0 50.0 8G.0 54-3/4' 65.0 55.0 80.0 80.0 65.0 65.0 25-1/2' 654 65.0 80.0 80.0 7-18/16 37-3/8' 65.0 55.0 50.0 80.0 65A 65A pTlm- 36' 65.0 85.0 60.0 80.0 82-1/2' 85.0 89.0 80.0 80.0 65.0 65.0 2C t�7 37-3/8` O 32-1/8' 654 65.0 80.0 80.0 84-3/4' 85.0 65.0 80.0 80.0 63.0 85.0 73" 65.0 69.0 so.0 80.0 7-13/18 49-5/8" - - - - 65.0 65.0 0 0 p 25-1/2' 65.0 65.0 80.0 80.0 82-1/2' - - - - 65.0 65.0 1 d, M. 49-5/8' 65.0 65.0 !-01 80.0 54-3/4' 65.0 65.0 80.0 80.0 69.0 85.0 IL I Yp1 SS 52-1/8' 65.0 8$.0 80.0 7-15/16 82' - - - -• 89.0 85.0 "�T�17 �{ 73` 85.0 65.0 80.0 62-1/2' - - - - 65.0 65.0 O10 25-1/2' 65.0 65.0 80.0 36' "62" 65.0 65.0 80.0 52-1/8' 65.0 65.0 80.0 U 73• 60.2 60.2 60.0 (1/3W) (2/3W) C 0 O O (1/21h (I/ZN) OPERATING VENTS TO HE 1/3 OF THE WINDOW WIDTH C / 0 N o 'XO OR OX' A ;a M �, 0 n OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH O Z fi 'XO OR OX' v Q�� 0 BUCK DIMS FIN FRAME c m nnA FIN FRAME 'g .. . . . . • •• • • • • ••• • \\1Ii 1 (717/ PRODUCT REVISED as aomplyyin with the Plorld• 5v NOTE: • ••• • •BWlding-re ��'•: :2�7_ � '� � �' GLASS CAPACITIES ON THI: SHV ARE• • • 7i0A-No,_•1 Q 8.73 E4 E4 • it OoTi a /24f2020 STATE OF .? � dTawin no: BASED ON ASTM E1300y09 (3•SEC.•GUSZS? • 8 tgAY 1 i 2U� W10-18 AND FLORIDA BUILDIN(P COMMISSMDN • • • • . Ftoln-R•'�a\�� STD. MTG. RAIL: H.D. MTG, RAIL: DECLARATORY STATEMLYV}bCAOs-DEC-21! •mi•ml product-antro ///�SIQ�AL llllllll\ sheat 3 of 1 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �%.V (XOX SIZES) (XO%SIZES) I STD.MTG.RAIL H.D.MTM.BAIL STD.MTG.RAIL H.D.MTA.BAH. H.D.MTA.RAM GASB IYPAS MLAN TYPES MASS TYPES GLASS TYPES MASS TYPES BUCK DIMS. Tk'Al',V01, '8'k'Bt' BUCK DIMS. TeAl','B'k'81' 'B'k'Bl' '0'&'CI' WIDTH HEIGHT M.(+) MT.(-) EXT.(+) INT.(-) WIOTH HEIGHT EXT.(+) MT.(-) W.(+) I-(-) -(+) 73' 65.0 65.0 80.0 80.0 73' 650 65.0 80.0 80.0 85.0 65.0 105-1/4' 25' 85.0 85.0 800 80.0 105-1/4' 25' 65.0 65.0 80.0 80.0 65.0 65.0 110` 85.0 650 80.0 80.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 p LL 73• 65.0 65.0 80.0 800 73' 55.0 65.0 80.0 80.0 55.0 65.0 R M 105-1/4' 37-3/8' 65.0 650 800 80.0 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 110' 65.0 650 80.0 80.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 O My,ya�t7 73' 65.0 65.0 800 800 73' 85.0 85.0 80.0 80.0 65.0 65-0 4{ 105-1/4' 49-5/8' 85.0 65.0 B00 80.0 105-1/4' 49-5/8' - - - 65.0 65.0 110' 65.0 65.0 80.0 80.0 110' - - - - 65.0 65.0 a�+ 73' 85.0 650 60.0 80.0 73" 650 65.0 80.0 80.0 65.0 65.0 e$l i0S-1/4' 82' 81.8 81.8 80.0 80.0 105-1/4' 62` - - - - 65.0 63.0 Q TG �'i 110, 60.0 60.0 811.0 80.0 110' O ig N \ �L' (1/3W) (1/3w) ](1/4W) (1/2W) (1/4W) 0 ^� o c 0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH ;NM 0 N 'XOX' XOX' O � O BUCK DIMS rg 6 o FIN FRAME o m � FIN FRAME ° .. . . . . ... . ,,11111111, ••• ••i ••i ••• i i ••• ��lp'IQ .T9 ` '�•�ASF• PRODUCT REVISED the Fl T0582 k as aompl9yin with the Florida • ••• • •BuRding C�a NOTE: • • • • • IW�►u1a� •1FBrQ$�8.73 S i GLASS CAPACITIES'ON TMS SWEET ARE: • • ! E4 E4 BASED ON ASTM E73 a-09 ((�� SES GUSTS) • �`p�ti�'p ! 020 Op .'• � drowing no. AND FLORIDA BUILDI GOMM�SSION • • • �y • '�'/, 01. '�.� N7 AAbb • t9AY 1. 1 Zpi� -� �'�• W10--18 STD, MTG, RAIL: H.D. �. RAIL: DECLARATORY STATEME DC 5-DEC-219 mlam-B e ro u Con ro Y i1 11111//1 sheet 3.1of�� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8'ANN.GLASS 1/8"HEAT STREN'D GLASS 075"Interlayer 075'Interloyer Saflax CP With PET Core Soflex CP With PET Core 000lll By B 'Eastman Chemical Co.' By'Eastman Chemical Go.' ^� 3 090'lnterloyer .090"Interlayer i/8'HEAT STREN'D GLASS Saflex Clear And Color Glass Saflex Clear And Color Glass - ,•��yj °� zd 6y'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR 075"Interlayer a .090'Interlayer 0911'Interloyer Saflax CP With PET Core w O Q SenlryGlw Sentry0las BByR'Eastmcn Chemical Co.' GY,LGGGuIIi�] By'Kuraroy America,Inc.' By'Kummy America. Ina' 090'Interlayer 090'Interloyer OR OR �0'Interloyer r7•�[tr D u' Kuraroy Butactte PVB Kuraroy Butacite PVB By Kumray America Inc' V �T By Kuraroy Americo,Inc.' By'Kuraroy America.Inc.' Q' 02C g 1/8'ANN.CLASS 1/8'HEAT STREN'D GLASS 1/8'HEAT STREN'D GLASS O n 4D 0 ou�rA1� SILICONE SILICONE SILICONE SILICONE Z n i m GE 1200 i GE 1200 z GE 1200 s DOW CORNING 899 DOW CORNING 899 DOW CORNING 699 2Lr Mi DOW CORNING 995 \ Mi DOW CORNING 995 \ ' MI DOW CORNING 995 a z •� II {i ul 0 0 0 EB M7 AT 1/4ER POINTS TS ON LRES M7 AT 1/4ER THPOINTS ON UTES E8 M7 AT 1/4 POINTS ON LBES m ki N WIDER THAN 36' O Ll CLASS TYPE `A' GLASS TYPE 'B' ASS TYPE 'C' S/16'NOMINAL.LAM.GLASS 5/16'NOMINAL LAM.GLASS 5/19'NOMINAL LAM.CLASS C V) 4 O 2 1/8'ANN. GLASS 1/8'HEAT STREWD GLASS 075'Interlayer 075'Interlayer C Z So ex CP With PET Core Saflex CP With PET Cara By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR _O' S090'Interlayer 090"Interlayer 1/8'HEAT STREWD GLASS �' o oflex Clear And Color Glass Sanex Clear And Calor Glass U By'Eastman Chemical Co: By'Eastman Chemical Co.' 0 OR OR 075'Inledayer 1/4"AIR SPACE 090'lntericyer 1/4'AIR SPACE 090'Interlayer 1/4'AUR SPACE Saflex CP With PET Core SentryGias SenlryGlas * BByR'Eastman Chemical Co,' 7 By Kurcray America,Inc.' By'Kuraroy America,Inc.' 8 1/8'ANN.GLASS OR OR 090'Interlayer C 090'Interloyer 1/8'HEAT STREN'D CLASS 090"Interlayer 1/8'HEAT STREN'0 GLASS SentryGlas g fi Kuraroy Butacite PVB Rummy Bulccite PJB By'Kuraroy America, Inc.' & By'Kuraroy America,Inc: By'Kuraroy America,Inc.' 0 1/B'ANN.CUSS 1/8'HEAT STREWD GLASS 1/8'HEAT STREN'D GLASS PRODUCT REVISED 3�g g as co e lyIng wHh the Florida g Building a 9 $ SILICONE SILICONE SILICONE NDA-No. 95-0829.13 m GE 1200 z GE 1200 2 m GE 1200 y w DOW CORNING 899 s DOW CORNING 899 wt DOW CORNING 899 DOW CORNING 895 DOW CORNING 995 DOW CORNING 995 Expiration Date 00(2?J2020 n n n m `ry M7 iv a Mi ry M1 - B p o$o o m$ •• ••} • 'I• • • Miami de Pro us on rol f0 ffi XL EDGE SPACER XL EDGE SPACER • • I � • • XT EDGE SPACER ST.STEEL B1''CARDINAL' ST.STEEL BY'CARDPNL• • •• ) • • SL STEEL BY'CARDINAL' iu u a OR OR • •• OR 1 ttllltli M DURSEAL BY'QUANEW (A. DURASEAL BY'QUANEW • • OG• • 131RASEAL BY'OUANIX' `� t 7/7j'' a •r O OR O OR •• ••• O • • ••OR Ell SUPER SPACER BY'QUANEW ED SUPER SPACER BY'QUANIX' Eg SUPER SPACER BY'QUANIX' :� '�'• I'-NSg''•, i- y W N7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES GLASS TYPE'Ai' GLASS TYPE.'Bl' • • • • •' • • ", _ 0.70'OVERALL INSUL.LAM.CLASS 0.70'OVERALL INSUL LAN.GLASS • • • •q�7o IN�i1L U�/yGt S OF _i• � drawing no. • •• ••. .•. 14AY 1 120 R.. �a�, W10-18 (S.M.I.) ••• • IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • 77iISJO^J�,'�;1�� EXTERIOR PLY OF GLASS TYPE'Al','61'&'Cl' MUST BE TEMPERED. rlTllllit sheet 4 of • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • 18Y R SPACINGORS STRUCTURE FLANGE & FLANGE ADAPTOR FRAME �y,RV o WOOD RUCK c , TYPICAL ANCHORS \ .. SEE ELEV. o .� q a'• b'd EDGE.GIST.- FOR SPACING -------------------- 4.. _____..___ _� Z m 3 'd 4.a•,d • _ s o �I MIAMI-OADE COUNIY APPROVED 11 0 q d-N EOGE DIST. <u=i °o . �_ I I MULLION k MULLION ANCHORS I SEE SEPARATE NOA II o Isr \ I EDGE DIST. I $ v 1I j� L__r ; 0Lip YPICEALL CHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING FOR SPACINGOU LL rt 2 3/8"MIM. "W WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. y MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM y ` AND TRANSFER THEM TO THE BUILDING STRUCTURE n II `�• y V I \ TYPICAL ANCHORS: SEE ELEV.FOR SPACING C I- n 2_3/8•�� 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fymt55 KSI) o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o w = ` 1-1/2" MIN. PENETRATION INTO WOODLIU D 4 I -_``-`> 0 � � THRU 1BY BUCKS INTO CONC. OR MASONRY o W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY q r p 'I WHEN USED THE MIN.W000 RUCK N = a $ DEPTH SKALL BE 2X'.THE USE OF DIRECTLY INTO CONC. OR MASONRY o .4 W O DEEM BEVELED WOODRUCKS IS 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0 z ai I m 1114 SMS OR SELF DRI IN S.aEWS (Fu=74 KSI,Fy-5a KSI) 3 p= I I r INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK.=1/8°) _i INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PRODUCT REVISED TYPICAL EDGE DISTANCE as eomplVing with the Florida INTO CONCRETE AND MASONRY a 2-1/2" MIN. R w I E7 BulldIng o a t NDA-No. 15-0929.73 INTO WOOD STRUCTURE = 1" MIN. g Fxplretion Date 0912212020 INTO METAL STRUCTURE = 3/4" MIN. i M9 WOOD AT HEAD, SILL OR JAMBS SG a 0.55 MIN. W2-/ By - 1 I tg Miemi-D Iduct Control CONCRETE AT HEAD,SILL OR JAMBS f'c - 3000 PSI MIN. c o Wt , C-90 HOLLOW/FILLEO NORMAL WEIGHT BLOCK AT JAMBS f'm =2000 PSI MIN o o g a a i , I •• ••• • • • • • •• 1Sg$✓� ,• • • • • • • c EPHO •• • • • • • g p Wt=•1/4•Q I;1/:" JEE¢ AT 4A 118" FROM EACH •• E"WITH WASTI ST• •• `��`�� ,!�El�iii o_ W2 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END �� $' G ''• /��: ° di e' W3 a 1/8" X 1/2` WEEP SLOT AT 3-1/8" FROM EACH END F�GE ISI.� °•� ° ..n .•\�• � • • • ••• • • • ••• • • �® •. 7E OF •�,f{/�: drawing no. > TYPICAL ANCHORS - j Y 8 I TYPICAL ANCHORS• •• • • • • ORIDA e WOD�BUCK ' EE ELEV. .• -9'• •� FOR ELEXSPACING 000 • • • *00 ••• '•.� ' ��` W i 0—9 8 t�fii 1 1 2�1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE & FLANGE ADAPTOR FRAME 9.V 8 1/4•MAX. BUCK WIDTH 1/4'MAX. o SHIMS TYPICAI.ANCHORS VENT W1M VENA WIDTH FLANGE ADAPTOR FRAME 0 SEE ELLY. FOR SPACING O O O E F F 1/2'T1P. ao Gt ryz t�' Iti, - 211 WOOD B KOa..-SCREENS OPTIONAL .._.. .. - .._.. ..-.._..-..-.._..-.....FLJ WOOD STRUCTURzIBY �lWOOD BUCKS XOX LAYOUT EXTERIOR TYPICAL ANCHORS D.L OPG. SEE ELEV. FOR SPACING MIAMI-DADE COUNTY ry APPROVED MULLION � C � S MULLION ANCHORS ® rS SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH O ALTERNATE E3 SWEEP LOCK 1 OPTIONAL TO y 1+• @fir f l SPRING LOCK a li �I 13 o MED Ss NN PIP" L3 O M n tl I I �ZpLi ._.._..-..-..-..-..-..-..-........ —_ L __J I2 O E4 TYPICAL ANCHORS O P- SEE ELEV.FOR SPACING N 1/4•MAX. BUCK WIDTH 1/4•MAX. @ SHIM SHIMS 1 VENT WIDTH ` 1 TYPICAL ANCHORS O 1 O D TYPICAL ANCHORS g$$ $$ SEE ELEV. 1 FOR SPACING SEE ELEV. 1 v-° FOR SPACING INTALLAAON DETAILS SHOWN ON PAGES 5 ui Il.' 4• AND 6 APPLY TO BOTH FLANGE FRAME AND o o g g o _ �T_ • / • • • • •i FLANGE ADAPTOR TRAMES. ; $ II • • • • • TLIIII111 XIE METAL 11 ,. • • • 000 • STRUCTUREgig � II �• ••• ••• • • ••• `�� ,� j •e o -SCREENS OPTIONAL ------• - - 'b - CI?N3E. .°j, t — PRODUCT REVISED _ N 2 1d • \4t IBY BuTI# plyinBawtth the Florida EXTERIOR • -.tl.• *0016 BkVS Ngp-r p.CCoo-dd ��829.18 E 1 • r• • • • XO LAYOUT D.L OPO. •• .�,• v• • • •6uflrfonP0009!22(2020 ® OF -r�ty` drawing no. . • W10_18 ••• i •.: i • By Miamiroduct ntroi ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP ..•..:d.i...•..d.:..•-..4 r ad.d'ai•,• d" ,•�• v I L'AN C°H ORSMETAL SEE ELEV. STRUCTURE EQUrjIII A1�I L LEG FRAME RAME 1BY FOR SPACING WOOD BUK TYPICAL ANCHORS --------------------------------- MMCOUNTY APP=DIST.' MULLION&MULLION ANC SEE ELEV. SEE SEPARATE NOA FOR SPACING EDGEED DIST. I 045f LL__________ —TIIIIT jII 'ZO!1��"•' oo g \m TYPICAL ANCHORS TYPICAL ANCHORS O LL 0 I SEE ELEV. SEE ELEV. al ,I 1 FOR SPAONG FOR SPACING w $— I EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. o FOR SPACWG 2 3/8'MIN. � 1/a'lMX. WIDTH SHINS BUCK E1 O 0 2-3/B'MIN. W ,} cqv tn _.._. ........................... ._.._.._.._.._.._.._.._.. WHEN USED THE MIN.WOOD BUCK C Z iEi! p DEPTH SHALL BE W.THE USE OF _ u��1 dt DEEPER OR BEVELED WOODBUCKS IS APPROVED MULLION O �% W PERMITTED. &MULU ANCHORS (9 0:5 .I EB SEE SEPARATE NOA U—:2 I 4 p a BUCK WIDTH BUCK'MOTH TYPICAL ANCHORS r SEE ELEV.FOR SPACING Fdl 1Tul E7 '-4- o� � II i 222 W2 I _.._.._.._.._..WI Ma • • •• • •• • • 51111 I• :: : : : • .•• . L 00 0 ..... ' eN PRODUCT REVISED }� M1 a° -• a as cam lying with the Florida = 0 0502 .. , _ I a Building Code •.i•>. •• NCA-14P. 18-0929.18 A_ EDGE T115T. a �•. •b \ - .a .�z:: - e• • • Expt tlgl D to 912212020 E •TYPICjL A�CND% • • • TE OF ••�� drawing no. • TYPICAL AACHORS - I • I ELEV • '•.� v BlayUCK SEE SPACING �, a•.. • • • • BY IIlOR1DA.: `•WOOD BUCK .FOR SPACPIG - ,,A � - •�'�+n SPAC7� • Miagl e � aot Con of 14AY 11 �4' 11 IMIA afieek 7 of� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATIVE OTLS.ONLY SEE TYPICAL ANCHORS EKr.OR INT.FINISHES FIN FRAME �y. o NOT BY GOI z o Y •L h EtHOUSE NOT BY CGP TYPICAL ANCHORS; SEE ELEV.FOR SPACING 6 _#8 SM s (Fu=74 KSI MIN.) �Y AZ , INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C a aACKBEO 1--1/2" MIN. PENETRATION INTO WOOD E3 CAULKING Cq�j QQQ E7 1GQ y I o LL N_ 1 t � t o U i 7 c w f n Q175 n i NOT By T BSIRUCTURE 1/4'MAX. I BUCK WIDTH 1/4" C 0 GAP UI 1/2'MIN. N 0 O I = /2•MIN. 3 of I 1 BWKBEO CAULKING I R . _.._._SCREENS OFT. .._.._...... .._.. C ag3 W2 I M9 HOUSE WRAP t NOT BY CGI EXTERIOR p e o o a Wt Et, t •• 000 W3 • • • • • •• >$$$g • • • • • • • • • • O $2 Ez • .i •0i i i i•i •• 1u u1u, �UUGNG •• ••. •• • HOUSE WRAP PRODUCT gREVISED NOT BY CGI 1 • ••• • • B tiamggp'L`odewllh the Florida g G • • . • • • NO.yldo•L d•%-0029.13 _ \ • • • • • ••• PAW D to 8(Z2l2020 �Q'•. OF � drov ng no. loTYPICAL ANCHORS 14AY 1 1 20 '�'` �ionO: ELei. • . sy . ,4''' •••• ''' �. W10-18 FOR SPACING Nuamrame Product Control • • • • • • • • • • • •• •• • • • •. •• r' v ITEM PART$ QUANTPL'Y DESCRIPTION MATBRTAL MANP./BUPPURR/REMARXS 1. ill � E1 CGI-100 - FRAME JAMB O FIXED GLASS 6003-T6 CGI EXTRUDER a E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 CCI-102 - FRAME HEAD 6063-T8 GOT EXTRUDER A b V E4 CGI-103 - MEEi1N0 PAL 8083-T8 CGI EXTRUDER E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER r EB CGI-106 - HANDLE RAO. 6083-TB CGI EXTRUDER E7 CGI-106 - SASH RAIL 5063-TO CGI EXTRUDER E8 CGI-107 - 5/16'GLAZING BEAD 6063-75 CGI EXTRUDER C Iy E9 CGI-108 - 0.700'GLAZING BEAD 6063-75 CGI EXTRUDER ETD CGI-109 - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER v fl h E11 CGI-110 - NAIL FIN ADAPTOR 8063-TS CGI EXTIUDER Q' ggggqg E12 CGI-135 - TF FRAME JAMB O FIXED GLASS 6063-T8 CGI EXTRUDER Q E73 CGI-136 - TF FRAME HEAD 6063-76 CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB ---- 6083-T6 CGI EXTRUDER E15 CCI-140 1'MUNUN 6063-75 CGI EXTRUDER E16 CGI-141 - 2.5'MULLION 6063-T6 CGI EXTRUDER E17 COI-605 - SCREEN FRAME 6063-TS CCI EXTRUDER E18 CGI-114 - SILL SNAP IN OC63-T6 COI EXTRUDER EIS CGI-115 - SILL FILLER - 6083-T8 CGI EXTRUDER 3f REV ;CGI-109 CGI-116 - FRAME JAMB 8063-16CGI EXTRUDER - HD LOCK RAIL 6063-76 CGI EXTRUDER - TF FRAME SILL 6063-Te CGI EXTRUDER - FRONT FLANGE ADAPTOR 6063-TG CGI EXTRUDER 0 oW- GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC -- SCREW COVER(OPTIONAL.) PVC - C� M3 CGI-112 3-O ANCHORS EQUAL LEG COVER/SHIM PVC - n M4 - 0.700'X 0.040'BEAD GE1200 SILICONE SILICONE GE 31,c•T u� M5 - 0.700'X 0.040'BEAD DOW 995 -SILICONE DOW M n MB - 0.70D'%0.040'BEAD DOW 899 SILICONE DOW C z M7 - 2/LITE SETTING BLACK EPOM DUROMETER 80±5 SHORE A MB - - PROTECTO WRAP WATERPROOFING OR EQUIV. - S M9 684 ROLLER TRACK PVC U—:2 M10 CGI--128 2 PER SASH ROLLER HOUSING NYLON - M11 W23201 NG PILE WITH CENTER FW WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 COI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTUFr BLOCK NYLON M&M a �y M15 OPTIONAL RETICULATED FOAM 30 PPI M16 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. -R M17 A30730401-32 .1 PER WD. CAM LOCK ZINC TRUTH OR EQUN. PRODUCT REVISED c M18 CGI-132 2PER WD.2' SASH STOP PVC PROTOTYPE i>e oomplyTng with the Florida 9N-10-I g Code i z CGI-129W CGI-111 O IR.HEAP SCREW COVER PVC PROTOTYPE NOA-No. 15-0929.13 U20 CCI-125 2PER SASH SASH CAM(6/7 BALANCE) NYLON M&M Expiration Data 09/22/2020 M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUN c o u o n m • ••• • • • • 3ogo'�� •' '•• Mal - Product Control S2 - 2 OR 3 PER CORNER a 10 X 1 1/4'LG.PHL PH.SMS. 5T/ST,ASSEMBLY SCREW - • - • • • • • � S3 1 1/4'EMBED. B X 1 1/2'LG.PHL PH.SMS.FTN ANCHOR SCREW - •• • • ••• ••- 11111 1 t 8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET • S4 4 PER W0. d SCREW - - • • • • • • \\\` P:,�........p.� 55 2 PER WD. /e X 1'LC.FH.SMS. sr/ST.SPIRAL.B.ASSEMBLY - _ • • •• �\•\ �SEN `�'7�� N L SB - - /6 X 1/2'LO.FH..SMS.O CGI-133 &CAM LOCK - - SO - 4®M.RAIL. 10 X 4•LO.PHL PH.SMS. ST/ST.ASSEMBLY MEETING RAIL - - - &g �• .�L •• • • • • _YET y'} :•l3'� 8 'd L 59 - 2 PER ANTLIFT / 10 X 5/B'LG.PHL PH.SMS. ST/ST.ANTWFi SCREW - _ • • • •• • • TB OF drawing no. �•• ••• ••• ••• •.' 1 AY 1 1201 �� ss�0R1D�aW10-18 sheet 9 of}1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • &440 2.440 2113 .490 .520 Ia. V .085 1� ro 1.015 .7�-- .050 TYP. .705 .D50 IYP. g J 2.101L01 1.301 1' 5.680 g 1.605 IL 2848 085 1220 .8642.348 T1P. F--A1.007os0 =�] Ee 5/16° GLAZING BEAD .700" GLAZING BEAD R6R-[ A1.3t.i55 Tom• 1.015 1.015 1.388 .745 E11 NAIL FIN ADAPTER 1 795 1.449 Q y E13 O E4 L •180 -f-2&3 ETIV p FLANGE FRAME HEAD FLUSH FRAME HEAD MEETING RAIL -1.496 Q .0 p, 50 .060 I p 1.015 p- 1.015 1.788 .65 I M-1.413 O I 1.140 1.140 T1P. LL p �I 2464 1.255 u3 FLUSH FRAME COVER M2 SCREW COVER „T,I a g 1.015 L, 1.220 a S( ICJ•�i--CJI Q80 065 3.930 065 TMP. 4.430 IV. _ a � U � 2885 3.185 • 5.043 3.885 2.885 C O LOCK RAIL E19 SILL FILLER 1.788 00 1.4so C)°J 180 ,N 4. G 2.440 2.440 .050 O r 2.310 Q2 FLANGE FRAME SILL E2 FLUSH FRAME SILL 1.055 065 jyp• E p 2J37 2.737 O FLANGE ADAPTOR a- t.943 o 085 065 O V 1YP. TMP. F41 ALT. LOCK RAIL 2.505 2.613 2.505 2.813 1.892 965 -R g g T'P. SSyy FF FF 1.000 .991 .500 .991 l,�q'�� 2195 _ 3.237 2.737 L015 ty c'i� E14 FLANGE FRAME JAMB (MOVING) 29 FLUSH FRAME JAMB (MOVING) L-J O •• ••• .• • • • • •• l �1 E6 HANDLE RAIL i • ••• • • • • 1.025 •• •: • • • • ••• • iiN SIISN 0041 2.505 .065 M. 2505 .085 TMP. • • •• \�� P"�GEN^Sr7F '•`� �� iV r 1.015 IA15 1.395 PRODUCT REVISED 7 ° as eomplyyln with the Florida .745. ••• • • Buyying Oo�a gas • • . . . ayyo.; aS-0829.13 = 8 1.900 .509 : . . . . . -- • • • • • Exy t10 a a 09122/2020 TEOF .1• � drawing no. 5.745 1.245 1.015 • •• • • • • •• �y • �'• FCORIOP. `�� E12 Et E7 • • • 1500 - da-product ontrol IAAY i 110*20 ,,ss�o a� �� W 1 o- $ O FLANGE FRAME JAMB (FIXED) O FLUSH FRAME JAMB (FIXED) O SASH RAIL /I [lilt sheet 10 of i'f 4 U o � I aR�� pan L? FRAME TOP CORNER m N VENT TOP/601TOM CORNERS _ 52 w v • 0 IZ3 r- 0 m - •rA• V»'_n_ C e d 6 d • ••• • o • • • • • • • sr.: g u o r o • ••• • • ••• •• \\11111 I •• ••• FfSiI�E ROtfOM tORrdER••• ��``` J'u• F '"''�� PRODUCT REVISED ae aompl In with the Florida — Y �• • ••• • • 9el[ding ode �of� ?th'_ $ '92 • • • • • •NoA-N8.� JL R 929.13 - •• • ••• j �Cx11lralbn MatAOM 2020 % y OF '• � drowin no. ••• j• ••• •••By • �� S ORIDP.•'� �� A`y 4 � ' W10-18 fD�tLG, RAIL CORNER Mlaml- Pro a Control 19ri1 /I 1 111 1 sheet 11 of 1 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADE COUNTY 7,M21 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econoniy CGI Windows&Doors 10100 NW 251b 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•.,.k1p may immediately revoke, modify, or suspend the use of such product or material within their jurisdie4gq••RER...... reserves the right to revoke this acceptance, if it is determined by Miami-Dade Wnt} Product.Control •• Section that this product or material fails to meet the requirements of the applicable be ll trg code.•.• : • This product is approved as described herein, and has been designed to comply Witlithe Florida Building. .... ...... Code,including the High Velocity Hurricane Zone. .••••• • •••• •••• ••••• DESCRIPTION: Series"Sentinel 130"Aluminum Fixed Window-L.M.I. .. .. •• • •• ••. APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 AlUffiTixed Wiinelow ...... (L.M.I.)(S.M.I.)",sheets 1, 1.1,2,3,4, 5 and 6 of 6,dated 01/30/10,with revision 1:$'aM04/10/15' •• prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Nliam�."a&. 000000 Cunty Product Control Revision stamp with the Notice of Acceptance number and�7lr4ion date by the :....: Miami—Dade County Product Control Section. ••; MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising.literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0413.03 i�tIAM1 RADE ca NTY Expiration Date: September 22,2020 JIB-41I Approval Date: June 25,2015 j ! Page 1 Y CGI Windows & Doors .NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2, 3,4, 5 and 6 of 6, dated 01/30/10,with revision F,dated 04/10/I5,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,Duraseaj®aqd SupWSDarerU insulating glass spacer,prepared by Certified Test Laboratories;Teft Reportng. • CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh-GtiPatel,ISE' 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading p8f FSC TAS 202.94 2)Large Missile Impact Test per FBC,TAS 204.�4...• ."". • .... ..... 3) Cyclic Wind Pressure Loading per FBC,TAS 203:94 . along with marked-up drawings and installation diagram of a gene%400 P%C'pfoject. out window,to qualify DuPont"Butacite"PVB interlayer,DurtSealle and Super .' Spacer®insulating glass spacer,prepared by Certified Test LaSoratches,Zes.Uport•••a • No. CTLA-3056 WB,dated 03/03/15, signed and sealed by R;qvsh.•C. Pot L P.E. �.... 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202;94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer, Duraseal@ and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC, Test Report No. 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. Pro net Contr 1 aminer NOA NO,.-Tb-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-5t11 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"41`1.7. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont De1;TAurs &:M,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13rexeiring oil jol1/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman ChenPitml•Eompany(MA) . for their"Saflex Clear and Color Glass Interlayers"dated 06aTT4,expiging8� • .... ..... 05/21/16. .... . 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical ComAjy MA) ;; • for their"Saflex CP- Saflex and Saflex HP Composite GlasslntMayers with PET .• Core" dated 06/19/14, expiring on 12/11/18. ;•0 0;• 9909:6 . . . ...... F. STATEMENTS •�; 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10,issued by Hurricane Test Laboratory, LLC,dated March 30, 2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted underNOANo.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' ell NOA No.15-0 3.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-2 49' 48' 48• J� U FLANGE WIDTH - BUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS 4Y� OI D.L.OPG. y D.L.OPG. �,1 D.L.DOPG. 6' MAX. 18'MAX. iv JK T 1 9 3 HEAD/SILL A 3 SHORTER 8 Al CU.Mqk r8• I Id CORNERS SIDES m S�Rlgp pUA m� ANCHOR SPACING SHOWN HEREIN APPLICABLE ri TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. m a �I8Q a LL I I II d I I m I:j II II �Q II II II 11 II II II II II II II II o u n C1 u u u n �a C If u n u If u ��3d -----�--- ---JL----11---- --- 'L-----11---- 98• 4.z ___JL_n------rr--- ---n------rr--- n------rr--- C3 It u If n u u BUCK HEIGHT It / u D.L.OPG. lu - 0 a II II LL II 11 a II 11 �1� O n O __ _Jl_____ 10 O __JL__"�_1L____ 1` O _JL__�_1L____ a -----Ir-----'Tr---- m ==--1r-----'Tr"--- o,w --Ir-----Zr---- . z � u u x 4 u n wo -I u n �9�' s• � 11 II j o II 11 O II II '� ifs. u u m u u u u u u ---_Ir-----�--- gi3 _- ------w--- gf3 -- ------�--- --- Ir-----Tr zc ---Ir-----��---- � -=-i------Ti--- n u --- II II It II II II it I I I I I I I I If 11 II II �F II II II II II II "mm O II II 0/i II II O �N o Sn3 N FALSE MUNTINSM (SURFACE APPUEO) 18'MAX. 6'MAX. 18'MAX. 6'MAX. 17'MAX. OPTIONAL SHORTER HEAD/SILL SHORTER CORNERS STRAIGHT SIDES SIDES CORNERS SIDES FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAM .WIDTHE WINDOW. -WINDOW WINDOW W ,WIDTH_. WINDOW WIDTH SERIES 130 SENTINEL ALUMINUM FIXED WINDOW --� Dom-�I ---W1Np0� Ir �I Ir- 1I Ir---- I I I I I I I DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. z o R R / r APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 3 / S ; I I 3 I / I `�'Qo OF FIX./FIX. OR FIX. WOW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W.WIDTH DAYLITE OPENINGS: LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.L.O. HEIGHT: BUCK HEIGHT — 3A0" WILL APPLY TO ENTIRE SYSTEM. D.L.O. WIDTH BUCK WIDTH — 3.00" �� I I►• •T • • • y°gag g THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAM. GLASS % .• • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY / I I • • '% • INSULATING LAM.GLASS 0 HURRICANE ZONE (HVHZ). 3 • •3 4 LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• ••i •i ••• z •I I SMALL MISSILE IMPACT o q LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS L 'J Fa1FL �DML� wmnplyTRBVIRBD FLA PE 70592 a IdIn,yingwilf181ePlmtde e EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. **'.�_ r ---- CAN. 636 DulWingCado ra ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR:AR8E:1 SMALL•AVIL EIMPACT. • • Acxptencallo/5-D41 �26 v RNOT PART OF THIS APPROVAL SHUTTERS ARE NOT REQUIRED. • • • • • M 2015 mlmn Dn�eA LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.} • ey droving no. MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS,THAT ALLOWABLE LOADS FOR ALTEM;"SHAPES AS SHOWN AB OR SIMU2•CAP}BE• Miomi dO COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR€tEL`TANGLE•AS W1 O^OZ REQUIREMENTS OF THE FLORIDA BLDG. CODE. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 1 of 6 sheet ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • 48' 48• 48• U BUCK WIDTH BUCK WIDTH BUCK WIDTH !1• o D.L.OPG. D.L.OPG. TYPICAL ELEVATIONS �Y b D.L OPG. 8'MAX. 18'MAX. �m 1j. 3 wg �` HEAD/SILL A2 STRAIGHT o SIDES CV CORNERS 10 v S�VfO 34"'c0 Ya I II I I I �m Fj I I I V D ehi II II II II io g II II Q6��4 II II II II II II fSi 0.9' II II II 11 II II 1-�) II II II II II 11 a¢ 3 11 II II II II II ___JL-----11____ 98' H 1 u u n u u u BUCK WIDTH I — u u u u u n nt II p II �/ II tl II // II D.L.OPG. O L__�—.1--___ 10 Y O JL__ ____JL__"� o II II � J II II � J II II m � �S• � I I II I I I I II I I SAO P�� m — SCM — II II �� 11 H --Ir-------rr--- s ---Ir--------rl---- ao Ir-----�r--- II II m y II II io Lin II II II II 11 ro II II II II to II II II II II II II II II 11 II ~ II �II II I7 II I I • = O II III I� —II 11 �� r9i In P___II II N I FALINTINS M (SURFACE APPLIED) 16 MAX. 8'MAX. 18'MAX. 8• OPRONAL 5DES CORNERS 5 DES CORNERS STRAIES T po FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FlN FRAMES ° 0 • •• • • • • ••• • Dw.JAVAD kW PRODUCT REVISED FTA.PE�7.0892 o'complying with Iho 61mWs I `\ CAN.ava Building Code o • ••• • 41 • Namp' odc nca No h • • • • • • ••• ••• oa Dale a • • • • • • • • • • •• •• • ••• • • • •• • • A2015 P-duct Co dr°wio ••• • • • ••• ••• W10-02 sheet 1.1 of 6 ••• • • • • ••• • • DESIGN LOAD CAPACITY-PEP DESIGN LOAD CAPACITY-PEP ,�W �U FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'&'C1'GLASS TYPES'D'&'D1' FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'&'C1'CLASS TYPES'D'&'DE' o • WIDTH(w)LENGTH(L)WIDTH(W)LENGTH(L) EX(.(+) 1NT.(-) EKT.(+) 1NT.(-) WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) EXT.(+) ' INT.(-) O_ 24' 23' 80.0 80.0 80.0 80.0 24• 23° 80.0 80.0 _ S_O.D 80.0 § 30° 29' 80.0 80.0 80.0 80.0 M. 29 114' • 113• 50.0 80. 80. 0 0 80.0 L � za 36' 35• 80.0 BOA 80.0 80.0 38" 35° 73.0 73.0 80.0 80.0 �J 42• 36' 41, 35, 80.0 80.0 80.0 80.0 41' 40° 51.4 61.4 80.0 80.0 J S f 48' 47' 80.0 80.0 80.0 80.0 24" 23• 80.0 80.0 80.0 80.0 $4' 53' 80.0 80.0 80.0 80.0 30• 120, 29• 119, 60.0 80.0 60.0 86.0 3 !/// r SO• 88° 80.0 80.0 Bao 80.0 38" 33' 72.4 72.4 80.0 80.0 Cpp ��77 61" so' aO.0 80.0 80.0 80.0 39' 38' 85.9 $&a 60.0 1 80.0 24" 23' 80.0 80.0 80.0 80.0 24° 23' 80.0 80.0 �SD.O 80.0 .NOTE Ct 30• 29' 80.0 B0.0 60.0 80.0 30° 121' 29' 126, 80.0 60.0 10,0 STH AND LENGTH DIMENSIONS CAN BE ORIENTED QVERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.36• 3$ 60.0 80.0 80.0 Bao 36' 35, 72.3 72.3 80.042• 46° 41' 47' 70.2 70.2 80.0 80.0 39' 38" 65.8 65.8 80.0 48' 47° 61.3 81.3 80.0 80.0 OI IiJi $4' 53' 61.3 61.3 50.0 80.0 BUCK DIMS Y£ 80' 59' 61,3 81.3 80.0 80.0 81" 60' 1 61.3 61.3 60.0 Bao DESIGN LOAD CAPACITY-PSF ur 24, 23• 80.0 8G.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. 01ASS TYPES'C'&'C1'GLASS TYPES'D'&'DI' FLANGE FRAME a 30• 29• 80.0 60.0 60.0 80.0 WIDTH(w)LENGTH(L) WIDTH(w)LENGTH(L) EXT.(+) 1NT.(-) E%T.(+) 1Nr.(-) 36" 35• 80.0 SOA 60.0 80.0 10-1/8" 18-1/8• 80.0 804 S0.0 50.0 RANGE DIMS- 42- 80, 41' 59, 70.2 70.2 80.0 80.0 1 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 ul 48' 47• 61.3 61.3 80.0 80.0 37' 26• 36'48 25• 80.0 80.0 80.0 Sao BUCK DIMS �$ 54, 53' 54.3 54.3 72.5 72.5 " 47til �n 69, 99' 489 48.8 65.1 65.1 53-1/8" 52-1/8' 80.0 80.0 80.0 60.0 O(Y 61" 8o' 489 49.8 65.1 65.1 611 s6° 80.0 BOA 80.0 80.0 24' 23• 80.0 80.0 80.0 80.0 19-1/8• 18-1/8, 80.0 80.0 no 80.0 fV o yE 30' 29' 80.0 60.0 60.0 80.0 26-1/2• 25-1/2' B0.0 B0.0 BaEGUAL LEG FRAMEo 80.0 36" 35' 80.0 80.0 1 80.0 80.0 37" 38 804 80.0 60.0 60.0 00 3 M n 38-3/8' 37-3/8' 42' 41' 702 70.2 80.0 50.0 48" 47' 77.1 77.1 80.0 80.0 Z 2i 72' 71' ----- BUCK D0A5 u. 48' 47' 61.3 61.3 1 no 80.0 63-1/8° 62-1/8' 77.1 77.1 80.0 80.0 1 .=O 54• 53' 54.J 54.3 1 72.5 1 72.6 61' Go' 77.1 77.1 80.0 80.0 O 80' 59' 46.6 48.B 6$.1 65.1 18-1/8' 18-1/S' 80.0 80.0 80.0 80.0 . 81' 1 80• 46.0 48.0 64.0 64.0 26-1/2° 25-1/2' 69.0 80.0 1 80.0 80.0 0 24• 23' 80.0 80.0 80.0 80.0 1. 50-5/8. 38" 80.0 80.0 80.0 80.0 FIN FRAME _ 30' 29, 60.0 60.0 80.0 80.0 48' 47' 81.3 61.3 89.0 80.0 49-5/8' 36' 35• 782 78.2 80.0 80.0 53-118• 52-1/8 58.0 58.0 77.4 77.4 BUCK DIMS 42 64• 41' 63, 70'0 70.0 80.0 60.0 61' 60' 58.0 66.6 77.4 77.4 A 4a' 47' 61.3 61.3 80.0 no 75-1/4, 74-1/4' 58.0 58.0 77.4 77.4 C S 54• 5T 54.3 54.3 72.5 72.5 93-3/4' 1 92-J/4' 1 58.0 58.0 76.5 1 76.5 1 FLANGE ADAPTOR FRAME yy W 56' 55• 1 S2.4 52.4 1 699 699 19-1/8• 18-1/8" 80.0 80.0 50.0 80.0 24' 23• 80.0 80.0 80.0 80.0 26-1/2• 25-1/2, $0.0 80.0 80.0 60.0 FLANGE CIMS-moi 30' 29' 80.0 no 80.0 60.0 37' 63' 38" 62• 80,0 80.0 60.0 80.0 38" 97• 35" 98' 75.6 75.8 80.0 80.0 48' 47' 61.3 61.3 80.0 80.0 42' 41' 66.2 65.2 80.0 80.0 $3-1/8° 32-1/8 • 55.3 552 73.7 73.7 NOTE: ooR�y ae• a�' s60.6 sole $olo solo st• so• •• --04#.0 o •Salo• 064.004 GLASS CAPACITIES ON THIS SHEET ARE 49' 4B' 59.6 59.6 ao.o 1 80.0 75-1/a' 74-1/a• • 48.10 •Ips • ;1.9• •61 BASED ON ASTM E1300-09 (3 SEC. GUSTS) g o 24• 23• 80.0 60.0 80.0 80.0 19-1/8' 18-1/8• • 815-C .9 • to-G! •80.00 AND FLORIDA BUILDING COMMISSION 30" 29' 80.0 80.0 80.0 60.0 26-1/2• 25-1/2' •• •ee• w.0 eo 4 DECLARATORY STATEMENT DCA05-DEC-219 cl 38 102• 35• 101, 74.6 74.6 80.0 80.0 37° 76' 36' 75• 78.9 78.9 80.0 80.0 Fimn dRmo PRODUCT REVISED xS 42• 41' 85.7 6$.7 80.0 80.0 48° 47* 81.3 61.3 60.0 80.0CIVIL FL-.PC f 70592 m complykS with Bte Florida o 48' 45' 59.3 68.3 80.0 80.0 83-1/8' $2-1/8' • • S$.J 55.3 73.7 73.7 C 'J53B BWIdB�g Coda , A-ptoaea No -041 Q 24, 23' 80.0 80.0 80.0 60.0 81' 80' • 48.0 48A• •64.0 8 0 •• BX'm11Oa tato '�� b 30' 29° 80.0 80.0 80.0 89.0 • • • • • • • 38' 108• 38' 107' 73.8 73.8 80.0 80.0 ANCHOR SPACING TO 84 V.PER:ATT'S I%t!1 ••• • ••• ••• 4 015 M am nda Pmdact Co fro1 drawing no. az• 41' 62.4 62.4 80.o Solo �W10-02 44• 43• 59.1 59.1 1 80.0 80.0 ahaet 2 0l 6 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16'ANN.GLASS 3/16'HEAT STREN'D GLASS U 075"Interlayer 075"InterI-aye ro� Saflex CI Wlth PET Core Sollex CP X PET Core p O 'Eastman Chemical Co.' By'Eastman Chemical Go: OR .090'Interloyer 080"Interlayer Saflex Clear And Color Glass Soflax Clear AM Color Glow 'Eastman Chemical Co.' By R'Eastman Chemical Co: OR N 090"Interlayer 090"Interlayer d C DuPont SentryGlas DuPont SantryGlae n BR E.I. DuPont De Nemoure&Co., Inc.' 0'EI.DuPont De Nemours&Co.,Inc.' 36 090'Interlayer 090'Interlayer w DuPont Butocite PVB DuPont Butacite PVB > By 'E.I. DuPont De Nemours &Co., Inc.' By'E.I. DuPont De Nemours&Co., Inc.' O�h p 3/16"HEAT STREN'D GLASS p: 3/16'HEAT STREN'D GLASS a7 Ig F 3� m m YL z vi 1 SILICONE f� ! SILICONE r GE 1200 'a 1 i'I� GE 1200 DOW CORNING 899 n p DOW CORNING 899 0 DOW CORN NG 995 DOW CORNING 985 p yd 34 TrWT 1/4 POINTS ON LITES M5 AT 1/4 POINTS ON LITES WIDER THAN 36' WIDER THAN 36' 0o: GLASS TYPE 'C' GLASS TYPE 'DO Ld 7/15.OVERALL LAM.GLASS (L.M.I. S.M.I.) 7/16'OVERALL LAM.GLASS & � g 3/16'ANN.GLASS 3/16'HEAT STREWD GLASS (/1 N r 6{ N ra 075"Interlayer 075'Interloyer M.� Saflex CP With PET Cora Saflex CP With PET Core r7 R'Eastman Chemical Co.' R'Eastman Chemical Co.' Z Z .090"Interlayer oY 080'Interlayer Saflex Clear And Color Claw So9ex Clear And Color Close By'Eastman Chemical Co.' By'Eastman Chemical Co.' y U 3/8"AIR SPACE — OR 3/8'AIR SPACE OR .090"Interlayer 080"Intorloyer DuPont SentryGlw DuPont SentryGlas a SILICONE 3/18'HEAT STREN'D GLASS �L E.I. DuPont De Nemours&Go.. Inc.' By'E.I. DuPont De Nemours&Co., Inc: p GE 1200 Un, ORa as DOW CORNING 899 090'Interlayer 3/18'HEAT STREN'D GLASS 090'Interloyer s W ii it DOW CORNING 895 DuPont Butacite PVB DuPont Butacite PVB By'E.I. DuPont De Nemours&Co., Inc.' By'E.I.DuPont De Nemours&Co.,Inc.' 3/18'HEAT STREN'D GLASS HEAT STREN'0 GLASS l 3/18 "r ii ii j! o V nnQ MaSILI CE 12E ONE SI 12 0 00 DOW CORNING 899 i°! DOW CORNING 899 SILICONE ii ! DOW CORNING 995 ! 1:! DOW CORNING 995 GE 1200 q < o '� Nt ii ii ij 'o- u M1 ii jj 1 DOW CORNING 899 0°'.ryrye o o n ]I If I! x�i i! i •• • • • • •• DOW CORNING 995 .2 c g d S$ ji ii XL EDGE SPACER it :� • • KL�GE•SP�ER- i ST. STEEL BY'CARDINAL' 1 ,i!i • �T.•TEIi Blj C4RDII�d.' w LL E4 ji i 1 OR Ea ij •• • 4R• • ••• • OPTIONAL GLAZING DETAIL DOURRASEAL BY'QUANIX' URRSE^Ift QY4N X • GLASS TYPES 'Cl' & 'D1' M SUPER SPACER BY'QUANIX' p SUPER SPACER BY'QUANEX' Engn JAVAD AHM c .- �j �N�L PRODUCT'REVISBD M5 AT 1/4 PO NTS ALL SIZES 'r.," E 70592 as complying with the Florida o r / C6t1 Iqp A=y/�1 Po 9u srz Nwlahrg caaa • • ••c ••• ari�rw Dr oat l5- .0S GLASS TYPE 'Cl' �G�LY.6'r5 TYPE 'Dl': � � � • • • • 1"OVERALL INSUL LAM.GLASS (L.M.I. ONLY) 1'C`"""INS:L,LA.GLASS • • • •• • • Dy 9 (S.M.I.) ••• • ••• ••• ••• ••• MAY 0 20 Aa�n e P uct n drawing no. IN ORDERTO QUALIFY FOR SMALL MISSILE IMPACT RATING W1 0-02 IXTERIOR PLY OF GLASS TYPE'Cl'&'D1'MUST BE TEMPERED. sheet 3 of 6 ••• • • • • ••• • • • ••• • • • ••••• • • • • • • ••• • • • •• •• TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS f'C - 3000 PSI MIN. TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2' MIN. C-9D HOLLOW/FILLED BLOCK AT JAMBS I'm - 20M PSI MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. i J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS 0. 8 FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/a tout. FLANGE SEE ELEV. SHIMS h OR WOOD BUCK FOR SPACING METAL 13 ,{ jl ;I WOOD STRucTU TYPICA-S�CHO a STRUCTURE &Q j1 ji M2 FOR SPACING v a M2 TYPICAL ANCHORS dJ D 11 SEE EV. f;a ® S2 ® i \H O ° FOR SPACING 1 LL 2 F� E7 ............ O S2 MDI $ v% 40 • •° °`I I M2 .. p.. TYPICAL CHORS 'I jl FOR SPACING WOOD RUCK I I E1 E3 Of 1/4'MAX. � Q SHIMS U EQUAL LEG EQUAL LEG EQUAL LEG Ez EQUAL LEG XN o 213Y WOOD BUCK a.a' Mz METALOR 3 N M B 1 A l WOOD STRUCTURE C 1 STRUCTURE rt Q 3 M �ICa�ANCHORS §Z $ I I I I qsq FOR SPACING v if rl Q M3 S2 TYPICAL ANCHORS' SEE ELEV. FOR SPACING SEE REV.' HORS Ey I; Ii TYPICAL ANCHORS \ Z R °. FOR SPACING II II SEE ELEV. WOOD BUCK FOR SPACING $ c vv a ••• ••• • • •WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. m S g :08 •• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM E o W TYPICAL ANCHORS: SEE ELEV. FOR SPACING 414 SMS OR SELF DRILLING SCREWS *GRADE 704RS)• • • • ••• • AND TRANSFER THEM TO THE BUILDING STRUCTURE o INTO METAL STRUCTURES 1/4' DIA. TAPCON BY 'ITW' (Fu=120 KSI,Fy=92 KSI) •• ••j ••� • • • • 1/4" DIA. ULTRACON..BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) STEEL ' 12 GA. MIN. (Fy = 36 KSI MIN.) • • • •• Engn JAVAO ARM ALUMINUM : 1/8" THK. MIN. (6063—TS MIN.) CML PRODUCT RBVISRD N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a9owVIyingwltAdw PWda (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINED) FLA PE 70592 S 1-1/2" MIN. PENETRATION INTO WOOD • ••• CAM. 3B Du Id ng Coda I • • • • 'A' piaaca m, rJ•l7¢I d .� THRU 1BY BUCKS INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW (GRE 2 CRSr • • • • • • • Dz{ration Dnte �(/ d 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI—DADS COUNTY APPR9NED MUI�IpNS•( Hk•=•.090 •i Dy drawlo DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) 000 • ^•0 J `•• ••• ••• MAY0111 Miami ado Pro uct trot 9 W1 -02 1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet 4 of 6 ••• • • • • ••• • • • • • • • • • • ••• • • • • • i i • i • ••• •• ••• •••• ••• •• ••• • • TYPICAL INSTALLATION DETAILS �IuU THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW a o 3 J 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 o IL FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR h SEE TYPICCHORS 1/4'MAX. ry M LL �j 28Y WOOD BUCK FOR SPACING SHIMS V Q lR I! WOOD STRUCTURE TYPICAL ANCHORS STRUCTURE OR MErAL SEE EL FOR SPACING TYPICAL.ANCHORS } s FOR SPACPAC W F WG O fI S2 MIN.. •r> '° '' II II J •°p: I:j dC - a � m v YYPICAL AIPCHORS !j .I N2 SS >. I see ELEV.• f3 i i a u ° igy FOR SPACING WOOD BUCK O 22 3/1 1 1/4'MAX• BUCK HEIGHT 1/4'MAX GAP � GAP � ��N o (n 'No a WOOD STRUC NOT BY CGI NRE 1/2°MW. 1/2'MW. O M n n E2 C2 z Z� 2 3/I �1 FIN FRAME Mz BAGKem yyT _ = CAULKING (2 V Oar,{ TYPICAL ANCHORS: SEE ELEV. FOR SPACING I I O Q8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD Et BUCK DEPTH SHALL BE W. THE USE OF DEEPER OR °of R BEVELED WOODBUCKS IS E3 o >? PERMITTED. No SE WRAP E5 EXTERIOR p I BY CGI �4gg BUCK WIDTH BUCK WIDTH _ r------------------- ------------------- --- ------------------ I I NT9•• INMYI-DA& COM •MUAON UM, '4Ow U�TN u'@ I •� o$ I I &MULUOR ANCHORS • I I Site EWRW N�➢AA • • I I B o u o w„ I I I I SEE SEPAROL NOA •• 4L------7-7-7-. •• ••• • •• �______�J Engn VAD ATiMAD CML PRODUOr REVISEDFUL PE 70392 w complying with•ha Florida o ly Building Cde• • cptaNoJ .04J1• • • inn -DateTYRCAL"COORS • •• • • • • ��' • By drawing no. ••• • F0t•SPyLINb M' �a Pmducl nal /#14 X 1'SMS. • •• 015 W10-02 sheet $of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f 2.805 ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RP.MARES [�4fto86E1 CGI-118 4/WDW. FLANGE FRAME 6083-T6 o E2 GGI 119 4/WOW. FLUSH FRAME/FIN FRAME 6063 T6 0 812 E3 CGI-121 4/WOW. GLAZING BEAD(LAM.GLASS) 6063-T6 - ' E4 CCI-123 4/WOW. GLAZING BEAD(LAM. INSUL CLASS) 6063-TB - d .995 Qes E8 CGI-110 4/WDW. NAIL FIN ADAPTOR 6063-T6 - Tyr' ES CGI-109 4/WOW. FRONT FLANGE ADAPTOR 8063-TB - u M7 CGI-382V AS REDD, GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A ^�C 7'338 M2 CGI-124 AS READ. SCREW COVER-OPTIONAL PJC - 8 a a G7 .moi M3 CGI-112 AS READ. FLUSH FRAME COVER PJC _ Et FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE(1 X 1/2 X 1/8' 6063-115 M5 - 2/LITE SETTING BLOCKS 6DM DUROMETER 85+5 SHORE A Q dl C 2.505�.0es S2 010 X 1-1/4' 2/CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - 812 oaf 1.495 W Leif .885 .065 TYR O 1.336 N QFLUSH FRAME/FIN FRAME .9965 0 W WELDED JOINT e� 1.184 AT ENDS to 3 N M O GLAZING BEAD (LAM. GLASS) F Q y+•M'm z .120 O__ .99� 050 t.00� 128 IYP. I L -•,.164--1 .50D � N4 g E4 GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) CIRCULAR WINDOWS o s 7.130 1—.068 - �1.450 .180 RECT. OR SQUARE WINDOWS a S $$�$ 1.550 1.880 •sem TXP. CORNER DETAILS a a •• ••• • • • 000 o d .050 • • • • • • • • • 1.395 • • •• • • • • • �o v o w E5 NAIL FIN ADAPTER E8 FLANGE ADAPTOR •• ••• o.: • • • •• o Engrt JAVAD A}iMAOCIVIL PRODUCT REVISED 1.396 1.119 FIA.PE 70592 38 as complying with the Florida gyp, 338 Buildlog Codo � • ••• • • A lenco No 1.�' 4:33 ••. .'. tatian Dato � 9 .050 .0S0 I • • • ••• • • • ••• • • By .obs 7.087 i•• • • • • • • • • 201 MI P, ..Icon Con 1 drawing no. • •' W10-02 O FLUSH FRAME COVER M2 SCREW COVER sheet 6 of g ••• • • • • •••0.0 • • • • • • • • • • • • r M IAMI•DADE MIAMI-DADE COUNTY b" PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION. T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 25'Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable 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 jurisdiptiortt.RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade Uoanf 1'rodtfd•(!ontrol 0•••;- Section that this product or material fails to meet the requirements of the applicabletorldiri0g code.**:*. This product is approved as described herein, and has been designed to comply 'Nyi�;�p Floricja Burlding: Code,including the High Velocity Hurricane Zone. 006000 00:0 •0000 • DESCRIPTION:Series 11238"Aluminum Project Out Window-L.M.I. •0.0 Soso 00600 APPROVAL DOCUMENT: Drawing No.W99-04,titled"Series 238 Alum.Project Otxt WindoNo�s sheet o 0:.s 1, 1.1,.2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision I dated 04110/lS,.pr..pared by AJ-Farooq so Corporation, signed and sealed by Javad Ahmad, P.E., beating the Miami-Dade:Cotnty Product Control,..0:. Revision stamp with the Notice of Acceptance number and expiration date by fhe Miami—ISade'County. Product Control Section. .. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 6 . :0000: 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AnVEJRTISEMIENT- The NOA number preceded by the %yords, Mi,9mi-T)ade CountV, Florida- and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for.inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0915.08 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 Manuel Perez,P.E. NOA No.15-0512.21 M1AM1 pADE COUNTY Expiration Date: October 31,2018 �t�l IFj Approval Date: September 17,2M ! Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tender NOA's No. 96-0717.04 and 99-0329.02) 2. Drawing No. W99-04,titled"Series-238.A1um. Project Out Window", sheets 1, 1.1,2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision I dated 04/10/15 , prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. - i 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 spat er(D insulating glass spacer,prepared by Certified Test Laboratories;Ted Report'Xb! *000:0 CTLA 3056 WA, dated 03/03/15, signed and sealed by RamesJi,C,••Patel,P .:• ••• • 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading pe:AUC TAS 2Q2-94 • 2)Large Missile Impact Test per FBC, TAS 201.94•• .00000 :••••: 3) Cyclic Wind Pressure Loading per FBC, TAS 2M-94 0001, ••••• along with marked-up drawings and installation diagram of a sWe,�;400 P•Vir tsoject: • out window,to qualify DuPont"Butacite"PVB interlayer,Durse&W and Suger •• Spacer®insulating glass spacer,prepared by Certified Test Lagoratories,Test Report....;. No. CTLA-3056 WB, dated 03/03/15, signed and sealed by R1mes%C. P,tel,l3,k ;•••• 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 20294 • 2)Large Missile Impact Test per FBC,TAS 201-94 Do 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont`Butacite"PVB interlayer,Du aseai®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC, dated 04/16/15,signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along m tl ,m installationdiagramminum casement, project-out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated 08/08/08, all signed and sealed by Vinu J. Abraham,P.E. (Submitted tinder NOANo. 08-1010.03) Manuel ere Product Control E. min r NOA No.15-0 .21 Expiration Date: October 31,2018 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)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 project-out window,prepared by Hurricane Engineering&Testing,Inc.Reports No. HETI-08-2143, HETI-08 2144, HETI-07-4298 and HETI-07-4287, dated 06/27/08 and 07/17/08,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 08-1010.03) 6. Test reports on: 1)Air Infiltration Test,per SFBC, PA 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum -oaeement, project-out and fixed windows, prepared by Fenestration TeitiW LabordWy, Inc.,••••a• Test Reports No. FTL-1055 and FTL-1019, dated 10/18/94,illoid ang'saa1e d by .. • Yamil Kuri,P.E. ...... • 0000 (Submitted under NOA No. 96-0717:04) 0000 • 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201'9 ' •••• •• ••• 2)Cyclic Wind Pressure Loading per FBC, TA;f2DF94 09.0• along with marked-up drawings and installation diagram of a"ablminum rasemenr•'�:• window,prepared by Hurricane Test Laboratory, Inc.,Test Reports 110. . ....;• HTL-0080-0303-96 and HTL-0080-1107-98, dated 09108/A and*0T23/98 0.. respectively, all signed and sealed by Timothy S. Marshall,P.E.•0 • 009 0 : 000 • (Srcbmitted under NOA Is No. 9b-0717.04 and 99-0329.02) o C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5« Edition (2014),dated 09/03/14,prepared by A1-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Subinitted under previous NOA No. 14-0915.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1 Miami-Dade Department of Regulatory and Economic Resources(RER) Manuel Per , Product Control E amin r NOA No. 15O .21 Expiration Date: October 31,2018 Approval Date: September 17,2015 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 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. 3. 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. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 66*0s F. STATEMENTS •••• 000000 0 1. Statement letter of conformance, complying with FBC-5t1'Editrdn (2014),&wQf no •• financial interest, dated 09/03/14,issued by Al-Farooq Corpor�.1;0;iigned a;d sealed" e by Javad Ahmad,P.E. 0000 0000 .••••• . (Submitted sander previous NOA No. 14-0915.08) 0000 see 0 00000 2. Laboratoiy compliance letters for Test Reports No.HTL-0080'Qi0'1;07 agd•.•e 00000 HTL-0080-0905-07,issued by Hurricane Test Laboratory,Inc;;�jjid 08/0$708, "'':' all signed and sealed by Vinu J.Abraham,P.E. : e :. 0 e 0 0 e e 0 .sees. (Submitted sander NOA No.08-1010.03) 0 e 3. Test Proposal for the qualification of Butaeite®PVB glass intetNyer by if ar4r* e 0 0 0 America, Inc., as well as Duraseal®and Super Spacer®Standard warm-edge' flexible insulating glass spacers,dated December 16,2014,issued by RER,Product Control Section,signed by Jaime Gascon,P.E., Supervisor,Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0915.08, issued to CGI Windows & Doors for their Series "238" Aluminum Project-Out Window - L.M.I. approved on 02/05/15 and expiring on 10/31/18. Mandel P P.E. Product Control Vjp1niner NOA No. 15-0512.21 Expiration Date: October 31,2018 Approval Date: September 17,2015 E-3 GENERAL WINDOW SECTIONS FLANGE FRAME WINDOW WIDTH V VENT WIDTH m t WW-2• D.L. OPG. 7 I WW-7' 6'MAX.TYP. p CI i3 g ®2 SNUBBER HEAD/SILL 1 o g CORNERS tD v [CYj o / $? 3 It II g , o I ==F3F====Ti U- o $ spm Q A ---- -- FOR GLASS TYPES, e z ------- REFER TO ------ to 1/2- WAX— REFER /2^ T SHEETS 3 AND 4, Max o 70'OR 57' R B FOR�,CHY SURFACE APPLIED W OW 7 t 3 FALSE MUNTINS O 8 2 --LL.OPO. i !I D.L OPG. 21/2- DPTIOM t' VENT WIDTH , , I VE MDTM t• TYPICAL ELEVATION WINDOW WIDTH o (FLANGE FRAME) 3 NV) I ' WINDOW WIDTH OQ$M EXTERIOR Z z I 0 6 MAXIM MULTI POINT LOCK 3 2 LOCK CAM LOCKS SSPOINTS 8 AALLT O CAM LOCKS ell 2 All SIZES MAX.WDW. LOCK WIDTH POINTS ® 42° 2 FOR MUWON/MULTIPLE UNITS, REFER TO UP p& 7 84' 3 SEPARATE CGI MULLION N.O.A. v r4r. L�9rl •• ••• • • • • • '}•• THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT, c° a a e INSTRUCTIONS: NOTES: N USE CHARTS AS FOLLOWS. THIS PRODUCT HAS4BEEN DESIGNED•AN4 TE:TE4T0••COWPLj WITH THE SHUTTERS ARE NOT REQUIRED. 'ai u g o B R$ REQUIREMENTS OF THR FLORIBA•BUIYDIN•CWE dNCWJBIW HI(Mi VELOCITY STEP 1 DETERMINE DESIGN WIND LOAD REWRiEMENT BASED HURRICANE ZONE(H Z9. • • • • • • • • ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE •• ••• •• • • • •• USING APPLICABLE ASCE 7 STANDARD. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. EnV.JAVAD AHMAD CAPACITYITY OF D I c STEP 2 SEE CSHEETS 3 AND 4 FOR DESIGN LOAD ANCHORS SHALL B � E AS LISTED,SPACED AS SHOWN ON DETAILS, ANCHORS - PRODUCT RBVISBD `j N ODESIRED CLASS SIZE/TYPE. EMBEDMENT TO BASE WY.IiAiAI.SHALL•BE BE)QND WALL Cy CPE A. N.OR STUCCO. �' 170Se2 ea cumplyii5g with tLa Florida o STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION ANCHORING OR LO4$ING:ONDRION,C N(:S80Wj IN TH:SE�Elf l.S•11RE X538 p�tMp,mt�No WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED NOT PART OF APPR AL. Im tar Data �IS 'd IN STEP 1 ABOVE. THI6 • • • • • •• • • e° STEP 4 IF ALU NUM BUCK SYSTEM IS USED USE CHART ON A LOAD DURAjIt&.CRE4i?IS USf%4PP DESIiI}OF ANCHg RS IRT WOOD ONLY. By drawing no. SHEET 7 TO DETERMINE CAPACITY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT .•t 42015 � P� STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND a COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W99-04 SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG. CODE. o' • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GENERAL WINDOW SECTIONS WINDOW WIDTH EQUAL LEG FRAME -_ VENT WIDTH �Y ww-1 1/2' Z D.L OPO. O J WW-6 1/2' F nto 6'MAX.TYP. p r O \ 7El t� COMRN/SILL t.t OA SNUBBER yO u div a 1' ° � o\ W 3 1 6V Q 1 J 3 14 1/2' MAX. MAX. O N N ---——-- 10'OR 17' ' ------- FORSTYPES, ------- I SEE SHEET 6 Lu LLI FOR CAPACITY SURFACE EUE REFER TO APPLIED DALSE M SHEETS 3 AND 4. D e TYPICAL ELEVATION AL c1l� 1A 7 3to 2 D.L OPO. D.L.OPO. 2 1/2' (EQUAL LEC FRAME) pipp pa N M 3/4' VENT WIDTH VENT WIDTH 1 WINDOW WIDTH WINDOW WIDTH O g EXTERIOR = C7 o a 0 G3 J is I � � I 3 ' 1 6 CAM LOCKS 9A MAYDA MULTI POINTrt LOCK g 2 LOCK POINTS DY'TRUTH' 0 ALT.TO CAM LOCKS $$$$ R15 _T MAX.WDW. LOCK © WIDTH POINTS •• ••• •.1 • • • 63V 3 SSSSB &fl • • • • • • 8�/ 4 °• • •• • • • • — ••• • • • • •• _ Engr.JAVAD AHMAD 'N m FTA.PE//L 7Ds92 PR:QDUCT REVISED iv CAN 3636 •• eomplYiug w(th mo Florittu c • ••• 00. •0 i•i 000 •i i•i D„gy g caae k n��I�,�rro 15 0512. I i i Pvcpi�alion Da10 /D 18 • • •• 000 • • • 000 By drawing no. • • •• MI udc Product Con W99-04 shestl.lof 7 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • e • •• •• ••• • • • ••• • • 2 5/8' 2473 1.757 2.623 .768 5 .5 Inc 1.307 .090 TYP,L L L875 j� 2,625 Ft w 2.215 2.465 .080 TYP. L438 O c.� 1A I Q rffSSuull d 1.222 11 .060 QRNER THICK STK STEEL .062 CORNER CK ALUMINUM FLANGE FRAME VENT (5/16' LAM. GLASS) Q l+l g as 2.075 p---1.757 g 4�a .768 QQ;;��iQ Qui .090 TYP. 1.057 � 1.875 .72D aa � 2.485 2.715 L438 O VENT CORNER 3 .oeo TTP. Z 1.624 s+ n VENT (INSUL. LAM. GLASS) p (n n ALL FRAME AND VENT CORNERS TO BE EQUAL LEG FRAME K SEALED WITH GE SILPRUF OR EQUN. p-1,757 V O ITEM PART 9 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RRMARKS I O 8 4l M In 1 001-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. a �` IA CGI-397 4 EQUAL LEG FRAME 6083-TB INDALEX OR EQUN. '090 TYP' a 2 CGI-378 4 VENT(5/16'LAM.GLASS) 6063-T6 INDALEX OR EQUIV. L875 ? M 5 28 CCI-381 4 VENT(Mi.IAM.(A SS) 608.7-TB INDALEX OR EQUN. L720 oGp O N M 2C CCI-385 4 VENT(7/16"LAM.GLASS) 6063-T6 INDALEX OR EQUIV. 8 N Z Z v�S 3 CGI-376 4 OGEE GLAZING BEAD 6063-TS INUALEX OR EOUN. _ '2 O 3A C01-398 4 SQUARE GLAZING BEAD 6063-T6 INDALEX OR EQUN. _ _._.. 1.347 ] (7 p 4 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .080 THICK CORNER KEY ST.STEEL- N U 8 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHIECEt APTUS VENT (7/16" LAM. GLASS) 7 0200 X190 AS REOD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON .754 8 35-10-00-101 2/VET 4 BAR HINGE,AT JAMBS STEEL TRUTH,ATTACHED W/(6)08 X 3/8'SS SMS rre 9 24-13-00-202 2/VET FACE MOUNT LOCK STEEL TRUTH,ATTACHED W/(2)Q8 X 3/8'SNS A 9A 2/VENT MULTI POINT LOCK '383 I ih / 10 - 2/VENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACING LOCK STEELCGI,ATTACHED W/(2)#10 X 3/e'SS SMS I l O `Q 11 - Z/CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4'SS SMS .617 / I I 12 - 2/LITE SETTING BLOCKS EPOM OUROMETER 8Dt5 SHORE A CGI-375. OGEE GLAZING STOP I I 11 •• ••• • • • • • •• .8U61 • •• ••• •• *00 •• • • • •• CGI-396: SQUARE GLAZING STOP a I Nr..JAVAO AHMADCmL S Y FLA PEE&r2 PRODUCT REVISED 3 CAN. 538 °emmplyl98with"FlurWo • • • • ••• ••• ••• °ui1�th'8 Gda 1!5'012.111 • • • • • • • • • • Ace°plmlccTbr•2018 • • • • • • • •• • • EXplRetipN Dme 0 FRAME CORNER •• :• ••• ••• ••• ••• 205 6y drawing no. EA(°n; ml°P1u- W99-04 sheet 2 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 3/16"ANN. GLASS 3/16•HEAT STREN'D CLASS 1/8-ANN.GLASS .075"Saflex CP With PET Core (�, / By'Eastman Chemical G0.' .075"Saflex CP With PET Core �1 0 .090"Soflex Clear And Color Glow .090"Saflex Clear And Color Glass By 'Eastman Chemical Co.' �Y By'Eaelmon Chemical Co.' By'Eastman Chemical CO. .090"Sollex Clear And Color Glass i INTERLAYERS INTERLAYERS By'Eastman Chemical Co.' .090"Butaaite PVB .090"SentryGIw INTERLAYERS 0 7Q. By'Kurorcy America,Inc.' By'Kuroray America,Inc. .090"SentryGlas 1"' I By'Kuroray America, Inc.' _. 090"Batacite PVS IL .090.8utac8e PVB 0 1/8'ANN.GLASS By'Kuroray America, Inc.' t" BY Kuraray America, Inc.' Q CI 0 SILICONE 3/16'ANN.GLASS '�m DOW 90 2 3/16•HEAT STREN'D GLASS ,1 h SILICONE iv 0 I It hI 7 h II i GE-1600 now 899 \ SILICONE tl 1 V D m DOW 995 G£-1200 , M �I I DTIV 899 II DOW 995 I I II DOW 899 SQUARE BEAD j II 4 p OPTIONAL ALL GLASS TYPES 12 AT 1/4 POINTS ON UTES 12 AT 1/4 POINTS ON LITES t2 AT 1/4 POINTS ON LITES LL YRLIER THAN 38" WIDER THAN 36' WIDER THAN 36" B/18" NOMINAL 7/18" NOMINAL 7/18" NOMINAL .Iti GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' Q O PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS ; NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED O N REFER TO SHEETS 6 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR 01STA11ATTON DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DEMOS Z WINDOW DIMS. GLASS TYPE'2' GLASS TYPE'3' GLASS TYPE'8' WINDOW DIMS. GLASS TYPE 12' GLASS TYPE '3' GLASS TYPE'8' WINDOW DIMS. GLASS TYPE'2' GLASS TYPE'3' GLASS TYPE '8' 3 n WIDTH HEIGHT ERT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT. (-) WIDTH HEIGHT EXT.(+) INT. (-) M. (+) INT.(-) EXT. (4) INT. (-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT. (-) EXT.(+) 1NT.(-) S uO1i 24" 110.0 195.0 110.0 195.0 110.0 195.0 24" 110.0 138.8 110.0 195.0 110.0 195.0 26• 110.0 195.0 110.0 195.0 110.0 195.0 O 28' 110.0 195.0 510.0 195.0 110.0 195.0 28• 110.0 118.9 110.0 195.0 110.0 195.0 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 W O W 30" 110.0 194.3 110.0 195.0 110.0 1950. 30' 110.0 111.0 110.0 195.0 110.0 195.0 19-1/8" 50-5/8" 110.0 144.5 110.0 195.0 110.0 195.0 0 p 36' 110.0 161.9 110.0 195.0 110.0 795.0 42" 36" 92.5 92.5 110.0 120.0 110.0 120.0 63' 104.2 104.2 110.0 195.0 110.0 195.0 per, yM'n 42" 110.0 138.8 110.0 195.0 110.0 195.0 42' 79.3 79.3 110.0 120.0 110.0 120.0 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0I-^ om 24' 48' 110.0 121.4 110.0 195.0 110.0 195.0 48' 69.4 69.4 110.0 120.0 _11_0.0 120.0 26' 110.0 195.0 110.0 185.0 110.0 195.0 = O N'- 54" 107.8 107.9 110.0 195.0 110.0 195.0 54' 81.7 61.7 110.0 120.0 110.0 120.0 38-3/8" 110.0 137.5 110.0 195.0 110.0 185.0 00 0 3 M a 60' 95.4 95.4 110.0 185.0 110.0 120.0 24' 110.0 121.4 110.0 195.0 110.0 195.0 26-1/2" 50-5/B" 1Q4.3 104.3 110.0 195.0 110.0 185.0 N Z Z 66' 73.4 73.4 110.0 120.0 110.0 120.0 2H" 104.1 104.1 110.0 195.0 ilO.G 120.0 63• 77.9 77.9 110.0 120.0 110.0 120.0 w 3 00 72" 58.1 56.1 110.0 120.0 110.0 120.0 48' 30' 97.1 97.1 110.0 195.0 110.0 120.0 74-1/4• 46.6 46.6 110.0 120.0 I1o.0 120.0 O 78 43.843.8 110.0 120.0 110.0 120.0 36" 80.9 80.9 11_0.0 120.0 110.0 120.0 9C i 26" 110.0 145.4 110.0 195.0 110.0 195.0 (A U 84' 34.9 34.9 110.0 120.0 110.0 120.0 42" 69.4 68.4 110.0 120.0 110.0 120.0 37' 38-3/8" 88.5 98.5 110.0 194.5 110.0 120.0 24" 110.0 194.3 110.0 195.0 110.0 195.0 1 48• 60.7 60.7 110.0 120.0 110.0 120.0 50-5/8" 74.7 74.7 110.0 120.0 110.0 120.0 28' 110.0 186.5 110.0 195.0 110.0 195.0 24" 107.9 107.9 110.0 195.0 110.0 195.0 63' 60.0 60.0 110.0 120.0 110.0 120.0 30' 110.0 155.4 110.0 195.0 110.0 195.0 28" 92.5 92.5 110.0 120.0 110.0 120.0 26" 7113.0 128.1 110.0 1 195.0 110.0 185.0 36" 110.0 129.5 110.0 195.0 110.0 195.0 54' 30' 86.3 86.3 110.0 120.0 110.0 120.0 42" 38-3/8" 86.8 88.8 110.0 120.0 110.0 120.0 o e _ 42" 110.0 111.0 110.0 195.0 110.0 195.0 36• 71.9 71.9 110.0 120.0 110.0 120.0 50-5/8' 65.8 85b 110.0 120.0 110.0 120.0 p 19 p5 9 12 45" 97.1 97.1 110.0 195.0 110.0 120.0 42' 61.7 61.7 110.0 120.0 110.0 120.0 -1/8" 26" 101.3 101.3 110.0 195.0 110.0 120.0 E @g 54" 88.3 88.3 110.0 120.0 110.0 120.0 24" 85.4 95.4 110.0 195.0 170.0 120.0-1138-3/8" 88.8 88.8 170.0 120.0 110.0 120.0log 22 60' 77.7 77.7 110.0 120.0 110.0 120.0 �, 28" 83.3 83.3 110.0 120.0 110.0 120.0 H Ju 72" 46.0 46.0 110.0 120.0 110.0 120.0_ 36" 64.8 64.8 110.0 120.0 110.0 120.0 of $H n 3 m 78" - - 110.0 120.0 - - 24' 73.4 73.4 t60Q •20.0• 1/0.0 120 •• NOTE: 1. 710.0 _ 161.9 110.0 195.0 710.0 195.0 66• 28• 54.2 64.2 110.0 1 .o o.� 0120% • GLASS CAPACITIES ON THIS SHEET ARE s a o o g g 2$• 110.0 139.6 110.0 195.0 110.0 195.0 30' so.s so.s t•o.o •�.o• 1.0.0 •IzotP• •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) maw 4 a=- 30' 110.0 129.5 110.0 195.0 170.0 195.0 24" M34.9 ,34.* t D.o .0 0.d •12ob AND FLORIDA BUILDING COMMISSION o 000 DECLARATORY STATEMENT DCA05-DEC-219 _ 36 107.9 107.9 110.0 195.0 110.0 195.0 72' 28' 110.0 120.0 110.0 120.0 42' 92.5 92.5 110.0 120.0 110.0 120.0 30' 110.0 120.0 110.0 120.0 Fingr.JAM AHMAO AAL PRODUCT REVISED r a8' 80.9 110.9 110.0 120.0 110.0 120.0 24' 110.0 120.0 110.0 120.0 FLA.P q 70592 as complying wllh Qm FWILItl.9, o CA 3538 Building Cbdb nl` 54' 71.9 77.9 110.0 120.0 110.0 120.0 78• 28' •110.4 120.0 10. 120.0 •• ••• AaeplmnceNo� 'Or7t2.2) 60' 64.8 84.8 110.0 120.0 110.0 720.0 351" •710.51 120.0• •-• • - • • • Epiraltan Dots g o `u 24" 110.4 1 0.0• 10. 12.0 BNOTE: 84' drawing no.LOAD/AREA LIMITS • 110.A 120.0 - • - • • AAY2015 Miani product FOR +110.0, -120.0 PSF = 16.34 SQ. FT. �99-04 +110.0, -195.0 PSF = 10.00 SQ. FT. sheet3of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8"TEMP.GLASS 1/8'TEMP.GLASS V ca AIR SPACE AIR SPACE �� p 1/8'ANN.GLASS 1/8"TEMP. CLASS m .075"Suflex CP With PET Core .075°Saflex CP With PET Core @ �a By'Eastman Chemical Co.' By'Eastman Chemical Co.' 0 .090"Saflex Clear And Color Gloss .090'Soflex Clear And Color Glass INTERLAYERS By'Eastman Chemical Co.' IMERIAYERS By'Eastman Chemical Co.' SQUARE BEAD a 0, 0 .090'SanlryGloa .090"SentryGlaa OPTIONAL Q r, 4 By'Kuraray America, Inc: By 'Kuroray America,Inc.' ALL GLASS TYPES i I Q,•flaal O. .090"Butocite PVB .090"BUlacite PVB C By'Kuraroy Americo, Inc.' By 'Kuraray Americo, Inc.' XL EDGE SPACER 1/8'ANN.CLASS XL EDGE SPACER 1/8"TEMP.GLASS a E Q a ST. STEEL BY'CARDINAL' SILICONE ST.STEEL BY'CARDINAL' I SILICONE OR GE-1200 OR I CIE 1203 •a DURASEAL BY'QUANIX' DOW 995 DURASEAL BY'QUANEX' DOW 995 pyy�11 OR DOW 899 OR DOW a" Z SUPER SPACER BY'QUANIX' SUPER SPACER BY'QUANEX' t - j 12 AT 1/4 POINTS ALL SIZES 12 AT 1/4 POINTS ALL SIZES �f0 •E 3/4" INSULATED 3/4" INSULATED 0 GLASS TYPE '2A' GLASS TYPE '3A' o a PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS Z NO SHlR1ERERS S REQIIOtED NO SHIRIREQUIRED NO SHUTTERS REOfARm }' REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS RUM TO SHEETS 5 THRU 7 FOR DWALIATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DLTARS S WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE 13A' WIND OB DIMS. CLASS TYPE'2A' GLASS TYPE'3A' ftINDGft DIMS. GLASS TYPE'2A' GLASS TYPE WIDTH HEIGHT EXr.(+) 1M.(-) EXT.(+) 1M.(-) MOTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1M.(-) WIDTH HEIGHT IXT.(+) 1M.(-) EXr. (+) 1NT. (-) W O W v 24' 110.0 195.0 110.0 195.0 24" 110.0 138.8 110.0 195.0 26" 110.0 195.0 110.0 195.0 p 28" 110.0 195.0 110.0 195.0 28' 110.0 118.9 110.0 195.0 38-3/8" 110.0 190.6 110.0 195.0 CE 0- 30" 110.0 194.3 110.0 195.0 30" 110.0 111.0 110.0 195.0 19-1/8' 50-5/8" 110.0 144.5 110.0 195.0 N o 36" 110.0 161.9 110.0 195.0 42" 36' 92.5 92.5 110.0 120.0 63" 104.2 104.2 110.0 195.0 � N M 42" 110.0 135.6 110.0 195.0 42" 79.3 79.3 110.0 120.0 74-1/4" 63.0 63.0 110.0 120.0 m 0 M 24' 48' 110.0 121.4 110.0 195.0 48" 69.4 69.4 110.0 120.0 26" 110.0 195.0 110.0 195.0 N Z Z 54' 107.9 10_7.9 110.0 195.0 54' 61.7 51.7 110.0 120.0 38-3/8' 110.0 137.5 110.0 195.0 1 3"C)_n 80' 95.4 95.4 110.0 120,0 24' 110.0 721.4 110.0 195.0 26-1/2' S0-5/8" 104.3 104.3 110.0 195.0 1.1 " 66' 73.4 73.4 110.0 120.0 28' 104.1 104.1 110.0 120.0 63' 77.9 77.9 110.0 120.0 O Q T1i1il V�-� 72' 56.1 56.1 109.3 109.3 48" 30" 97.1 97.1 110.0 120.0 74-1/4' 46.6 46.6 90.9 90.9 0 78' 43.8 43.8 85.4 85.4 36" 80.9 80.9 110.0 120.0 26" 110.0 145.4 110.0 195.0 84 34.9 34.9 68.0 68.0 42' 69.4 69.4 110.0 120.0 37" 38-3/8" 98.5 98.5 110.0 120.0 24" 110.0 194.3 110.0 195.0 48• 60.7 60.7 110.0 118.4 50-5/8' 74.7 74.7 110.0 120.0 28" 110.0 166.5 110.0 195.0 24" 107.9 1079 110.0 195.0 63" 60A 60.0 110.0 117.0 0 a 30° 110.0 155.4 110.0 195.0 28' 92.5 92.5 110.0 120.0 26' 110.0 128.1 110.0 195.0 u a 38' 110.0 129.5 110.0 195.0 54" 30" 86.3 863 110.0 120.0 42' 38-3/8" 86A 86.8 110.0 120.0 `s>�a�.a 42' 110.0 111.0 110.0 195.0 36" 71.9 71.9 110.0 120.0 50-5/8" 65.8 65.8 110.0 120.0 m a?g? 3O' 48" 97.1 97.1 110.0 120.0 42' 61.7 61.7 110.0 120.0 53-1 8' 26° 101.3 101.3 110.0 120.0 8 60• 77.7 77.7 110.0 120.0 60" 28' 83.3 833 110.0 120.0 NOTE: w v m GLASS CAPACITIES ON THIS SHEET ARE c d 66• 60.8 80.8 110.0 118.2 30" 77.7 77.7 170.0 120.0 •• ••• • • • • • •• • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) 5 g S 3 g g 72° 46.0 45.0 899 89.8 36" 64.8 64.8 110.0 120.0 • • •• • • • • • AND FLORIDA BUILDING COMMISSION o 78' - - - - za' 73.4 73.4 110.0 120.0 • •• • • • • 096 • DECLARATORY STATEMENT DCA05-DEC-Zi9 r `--� 24' 110.0 161.9 110.0 195.0 66" 28" 64.2 64.2 110.0 120.0 • • • • • • • • • •• ••• •• • • • •• 28' 110.0 138.8 110.0 195.0 30" 60.6 60.6 110.0 118.2 30° 110.0 129.3 110.0 195.0 24' 56.1 56.1 1093 109.3 EnW-.JKVAD AHMO PRODUCT REVISED a C ML Dec omplying with 9m Florida 10592 B��codc c 38" 107.9 107.9 110.0 185.0 72" 28' 48.9 48.9 95.3 95.3 36 AceilingC Tia IF?-as 36• • ••• • • • • phallan Daly 00i.9 42° 92.5 92.5 110.0 120.0 30' 48.0 45.0 89.8 89.8 • • • • • • • • • • R 48' 80.9 80.9 110.0 120.0 24' 43.8 43.8 85.4 85.4 • • • • • • 0.: • • • 78' • • • • • • •• • • By O 54' 71.9 77.9 710.0 120.0 28' 38.7 38.1 74.3 74.3• �TE: • • • • • • • Mitmti aria Product control drawing no. 60' 64.8 64.8 110.0. 120.0.. 84" 24' 34.9 34.9 68.0 68.0 • LOAD/AREX LIMITS •• • FOR +110.0, -120.0 PSF = 16.34 SQ. FT. 015 W99-04 +110.0, -195.0 PSF = 10.00 SQ. FT. sh6et 4of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) 5Y� FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS Li SEE ELEV. 6 FOR DESCRIPTION 0 FOR SPACING ggpppp j TYPICAL ANCHORS TYPICAL ANCHORS SEE SHEET SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION STRUCTURES 1 3/8' 3/4• SEALANT I I SEALANT O °' a C1 0 . o �'z. a \y 2 1/6• L2-1/21- MIN.1'MINA 1'MIN2-1/2'MIN. MIN. INSTALLATION TYPE "I WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATER PRESSURE TREATED MATERIAL PRESSURE TREATED g m TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES So 0 w Ow o TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING TYPICAL.ANCHORS n. aZj SEE SHEET 6 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTON SEE EL%FOR SPACING N o SEE SHEET 6 FOR DESCRIPTION J 3 N M 1 3/8' ¢ 3 M SEALANT �. SEALANT � Z Z 1 a C, \N y vzi O :ad .°• '. .• :. :ad .°. .' .. MIN. �ikA� ° BUCK INSTALLATION BY OTHERS ° '" BUCK INSTALLATION BY OTHERS 1'MI1�• t'MIN. ATTACHMENT TO o 9 P 9 P INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' APPROVED MULLION �g444 U ESSUEATEO TYPICAL INSTALLATION DETAIL TYPICAL,1WEILIATI ETA" c•d�d =?= ry mN'too N LL FOUR SIDES/USING WOOD ON ALL FOUR SIDOjASIQG 1VOCD• • ••• o S o $ 1T• • • C ALUM CHANNEL •• ••• •• • • • •• 3/4'X 1'X 3/4'X 1/8' �' o 2-1/2"LONG Engr.JAC�AHM pROOUCT REYISBB n' iv AT ANCHOR LOCATIONS FA PE/70582 meomplyiWIthOwF)uflda c • ••• CAN.7536 Building Code • • ••• ••• ••• .0. Acceptance No � • • • • • • • • • • E moan Dma � WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN 0•• •• ••• ••• ••• ••• 2015 Miami Product drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I ALT. ANCHOR LOCATION W99-04 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet Sof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Z a TYPICAL ANCHORS TYPICAL ANCHORS 3/4MEW ' STRUCTURES SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING v SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION MIN. a,O 0 z .`a \ 2 t/a' t c.Z• e1i 2 1/8' LL Z v$i L2— MIN.2-1/2MIN. 'MIN. 3 INSTALLATION TYPE '1WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' z MATERIAL:PRESSURE TREATED MATER Let PRESSURE TREATED n TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO o ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES b a =N F- n TYPICAL ANCHORS 'y'N M TYPICAL.ANCHORS TYPICAL ANCHORS SEE£LEV. FOR SPACING pp M SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 00 n 3 SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 04 Z Z 1I 1 - in C9 p I Nry .' ' V a ;°• .ad I 27/6• p n'o° :Q'a 21/a' °h4 c��3ucu g3gus� MIN. <7 0 0 a SUCK INSTALLATION BY OTHERSATTACHMENT TO < 'BUCK INSTALLATION BY OTHERS APPROVED MULLIONS $ ii m n r m INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION T•YPR '?• •• OOD•BUCK•TYPE '4' ON h ,MATERIAL:PRESSURE TREATED �• • •• • •MA RI PtSSURE TREATED Cw • •• • • • ••• • TYPICAL INSTALLATION DETAIL TYPICN—ASTAJTI •r,�„• • • • ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD Eayr.JAr AFiMAD PRODUCT RDVISBD CML as FLA.P0592 corMlying with Lha Florida n \ 3 E 7Ddlding Coda c • ••• • • • • CAN. 3e Acceptance II,U�'t�512.21 k • • • • • • • • • • rotton Date �� • • • • BY- • • • • • • • •• 000 • • • • • Miem adaProdacLCaaml drawing no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAW ••• •• W99-O4 LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. sheet5.lof 7 ••• • • • • ••• • • • • • • • • • • • • •• •• ••• •• • • • •• •• • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DEEMS REFER TO SHEET 6 FOR OETASS ANCHORS TYPE'A'k'C' ANCHORS TYPE'9' ANCHORS TYPE'A'0'C' ANCHORS TYPE'B' 4 I WINDOW DIMS. 11/0 HIS CLIP I WRH SHEAR CLIP ►1TH OR►/O SHEAR CUP VINDOW DIMS. ►/0 sum CLP vim SHEAR CWP vm OR►/0 SHEAR CLIP FWn WIDTH HEIGHT AT lY O.C.AT 10"O.C.AT A7'O.C.AT 10'O.C.AT 17'O.C.AT 10.O.C. VADIH HEIGHT AT 17"O.C.AT 10'O.C.AT 17.O.C.AT 10'O.C.AT 17'O.C.AT 10.O.C. �'FFZ. 24' 195.0 195.0 128.0 193.5 195.0 188.0 24' 166.2 195.0 88.2 158.0 195.0 185.0 W g 28' 185.0 195.0 11D.8 165.9 195.0 185.0 78' 28' 159.6 195.0 85.1 136.1 795.0 195.0 N al W. 795.0 195.0 154.8 154.8 195.0 195.0 30. 148.9 185.0 79.4 127.0 199.0 195.0 38' ___196.0__ _19_5.0_ _129.0 172.0 795.0 196.0 24' I95A 183.0 110.8 183.8 785.0 195.0 0 O U 84' 42' 195.0 195.0 110.8 147.4 195.0 195.0 28" 177.0 185.0 94.6 142.2 195.0 185.0 Il 48' 195.0 195.0 129.0 181.3 105,0 195.0 0 a 24' PERFORMANCE VALUES OF INSTALLATION ANCHORS 54' 195.0 195.0 114.7 172.0 195,0 195.0 REFER TO SHEET S FOR DETAILS 60' FI 3.6 195.0 103.2 154.8 195.0 195.0 M ANCHORS TYPE'd'&'C' ANCHORS TYPE'8' qL 86' 5.0 195.0 117.3 164.2 195.0 185.0 InNDOW DIMS. W/O SHEAR CLP WITH SHEAR CUP 111TH OR►/0 SHEAR CLIP V a72' 5.0 185.0 107.5 150.5 195.0 195.07B' 6.2 185.0 99.2 ISMS 195.0 186.0NTDTH HEIGHT AT 17`O.C.AT!0'O.C.AT 17"O.C.AT 10'O.C.AT 17'O.C,AT 10'O.C.28' 196.0 188.0 149,4 195,0 195.0 195.0 9 N 64' 6.0 1930 110.8 185.9 185.0 186.0 y"' 24' 195.0 195.0 154.8 154.8 195.0 195.0 38-3/8" I95A 195.0 151.0 195.0 195.0 195.0 LL Z N•r 28' 185.0 195.0 132.7 132.7 795.0 195.0 19-1/6• 60-8/8' 195.0 185.0 1534 181.9 185.0 195.0 A W. 195.0 185.0 1239 123.8 185.0 1930 83' 1930 185.0 123.3 185.0 185.0 195.0 ��j e1 E 74-1/4• 195.0 195.0 130.8 195.0 195.0 195.0 38' 193.8 1830 103.2 137.8 196.0 t9fi.0 O 26" 195.0 195.0 107.8 161.6 195.0 195.0 42' 185.9 105.0 88.5 117.8 195.0 196.0 �^ 38-3/8' 195.0 185.0 109.8 148.1 195.0 185.0 g N 48' 193.6 195.0 103.2 128.0 195.0 195.0 30' 28-7/2' 60-5/8' 195.0 185.0 1109 138.5 185.0 19b.0 I Z 54' 172.1 195.0 91.7 137.6 196.0 785.0 1 I 83' 187.0 195.0 89.0 1559 195.0 195.0 erl 80' 164.8 195.0 62.6 123.8 195.0 785.0 74-t/4' 177.1 1030 94.4 151.1 195.0 185.0 ~j BB' 176.0 1830 93.6 137.3 195.0 185.0 26• 195.0 1830 115.9 1549 185.0 1930 0 w 72' 161.3 195.0 88.0 120.4 1830 795.0 1 I w 38-3/8" 147.3 195.0 78.5 104.7 1s51 195.0 U 0 tj 78' 148.9 195.0 79.4 727.0 1930 188.0 3Y W La 50-6/6' 148.8 168.0 78.3 99.2 I95A 185.0 ,} 24' 186.0 186.0 729.6 147A 196.0 195.0 o• 118.6 1830 63.6 111.6 181.4 195.0 � O� LL 28° 1930 185.0 710.8 747.4 I95A 195.0 ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP d yy� 28' 191.5 180.0 102.1 738.1 1- I95A 30' 1113.6 185.0 103.2 137.8 195.0 783.0 to N o 38' 161.3 195.0 86.0 114.7 195.0 185.0 42' 36-3/8' 128.1 173.0 692 92.2 195.0 195. to 14 38' b0-6/B' 131.1 1839 68.9 87.4 198.0 186.0 �,N M id 42' 130.3 784.4 73.7 98.3 I95A 185.0 M n 20' 195.0 195.0 107.6 161.4 195.0 195.0 DO 48' 181.3 185.0 86.0 107.5 195.0 195.0 53-1/8' M 3 38-3/8' 136.7 195.0 72.9 109.3 195.0 195.0 N Z Z 54' 143.4 195.0 76.4 114.7 195.0 195.0 3 0 80' 129.1 193.6 68.8 103.2 1930 195.0 TYPICAL ANCHORS• SEE El". FOR SPACING W _0 24' 195.0 195.0 110.6 147.4 190.0 195.0 Ty O p 28' 177.8 185.0 94.8 126.4 185.0 195.0 TYPE 'A'- 1/4' DIA K%K-CON II BY 'HILTI'(FU-163 KSI,FY-157 KSI) 1n 0-5 30' 165.9 1930 689 117.9 195.0 195.0 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 KSI) 42• 36' 13s.3 184.4 73.7 98.3 195.0 195.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 42" tfa9 158.0 63.2 84.2 179.8 195.0 1-1/2" MIN. PENETRATION INTO WOOD 48' _ 138.3_ 1729 73.7 82.1 195.0 195.0 Be 1229 194.4 65.5 96.3 186.4 195.0 THRU 1 BY BUCKS INTO CONC. OR MASONRY A 24' 195.0 198.0 120.0 161.3 106.0 198.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY c n 2B' 195.0 I95A 110.8 1-2 195.0 1964 O w w w TYPE 'B'- 1/4' DIA. KWIK-CON II BY 'HILTI'(FU=163 KSI,FY-157 KSI) �j 48" 30' 183.6 185.0 103.2 129.0 198.0 195.0 5 36' 161.3 185.0 86.0 107.5 1830 186.0 1/4' DIA. UI TRACON BY 'ELCO' (F-177 KSI,Fya155 KSI) o BBB o SSo ' zS: 4z' 1382 nag 78.7 92.1 188.0 798.0 DIRECTLY INTO CONCRETE 48 121.0 151.3 64.5 80.6 183.5 195.0 1-3/4" MIN. EMBED INTO CONCRETE 24' 195.0 1930 114.7 1720 185.0 785.0 28' 184.4 195.0 98.3 147.4 I95A 198.02 TYPE 'C'- 914 SMS OR SEL6.GR"WjSfJ�EB6 (GVDE 2•CRS4 •e o c ry;;g g 5a• 30' 172.1 195.0 91.7 137.6 195.0 195.0 INTO MIAMI-DADC COUNTY IfMtia NVLLIONV(?ON.•THK. 1/8") m >S c 8$8 • • • • • 3fi' 142.2 195.0 78.4 112.7 182.0 198.0 c INTO METAL SiRU,I'?''N•RES•• • • • • ••• • 42' 122.9 164.4 555 96.3 186.4 195.0 STEEL : 12.GA..4 (F,v '!(b•it MRV j•)• • • 24' 193.6 1830 103.2 1649 196.0 1950 ALUMINUM 118 THK. NAo-P.3(6093'-T5 IN. • • •• 26' 185.9 1830 66.5 132.7 185.0 195.0 STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED Enron'A O A MAD ° o SO. ( ) E III PRODUCT'REVISED 30' 154.9 185.0 62.8 1239 195.0 196.0 FlA PE 70592 Oa1:Ot11}dyitlg with l7n,F10[1dq c 38' 128.1 183.8 88.9 103.2 1930 795.0 TYPICAL EDGE DISTANCE C.A.N. Lulldi+ng Code e • e • 35�D512.21 a 24' 196.0 195.0 117.3 784.2 195.0 1951 INTO CONCRETEOAND MASONRY•= 8--1912"•MIN. • • • • r7"°PtR"`oN° a y $ R Fallon Date S 88' 28' t1776,0 195.0 100.6 14,7 195.0 786.0 INTO WOOD MCTUf�E 1' MIN.* • • • • • • INTO METAL�R - / " • • e •• • • Ry 30• 198.0 e3a 1312 195.0 195.0 S UCTU •S 44.�IJ.24' 195.0 107.6 1509 199.0 198.0 ••• • • •• • A 2015drawing no. 28' 195.0 92.1 128.0 1950 195.0 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. W99_.oq•CONCRETE AT HEAD,SILL OR JAMBS Pc - 3D00 PSI MIN.30' 195.0 86.0 120.4 195.0 1 195.0 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. sheet hof 'J • • • • • • • • • • • •• •• • 0 • •• •• PERFORMANCE VALUES OF PERFORMANCE VALUES OF ALUMINUM BUCK FRAMING DETAILS ALUMINUM RUCK INSTALLATION ANCHORS ALUMINUM BUCK INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES 1/4'ANCHORS I/d°ANCHORS 1/4'ANCHORS 1/4'ANCHORS USE LOWER APPLICABLE VALUES. WINDOW DIMS. INTO MASONRY INTO WOOD WINDOW DIMS. INTO MASONRY INTO WOOD WIDTH HEIGHT EXT.(+)/IM.(-) EXT.(+)/1M.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 24" 195.0 195.0 24' 195.0 148.0 F W N 7d 28' 195.0 195.0 26" 190.3 12&9 nWn �r1 30" 195.0 195.0 45" 30' 177.8 11&4 g 8 36" 195.0 195.0 38' 148.0 983 NOTE 42' 195.0 169.1 42" 126.9 84.6 ALUM BUCK ANCHORS TO BE INTO O CONCRETE AT HEAD&SILL 48" 195.0 148.6 48" 111.0 74.0 µ 2q• MAY BE INTO FILLED CMU AT JAMBS. 54' 19$.0 731.8 24' 195.0 131.8 ___ 0 60' 177.6 118.4 28' 169.1 112.8 I 1 c" 88' 181.6 107.6 54" 30' 157.9 105.2 72' 148.0 98.7 36' 131.6 87.7 I � I iiR4V 78' 136.6 91.1 42' 112.8 75.2 84' 126.9 84.6 24' 177.8 11&4 I 4 Z 24' 195.0 185.0 80' 28' 152.2 101.5 1 ; Q 28' 195.0 195.0 30" 142.1 94.7 I �. 30' 195.0 195.0 38' 118.4 78.9 38' 195.0 169.1 24" 195.0 134.5 0 914 SMS { A14 SMS m 42' 195.0 145.0 66' 28' 173.0 115.3 AT 8'FROM ENDS AT 6'FROM ENDS Z 28' 48' 190.3 126.9 30' 161.8 107.6 24'O.C. MAX.AT JAMBS 24"O.C. MAX.AT JAMBS r1 54" 169.1 112.8 24' 185.0 123,3 17'O.C. MAX.AT HEAD/SILL g 17'O.C. MAX.AT HEAD/SILL S N O 60" 152.2 101.5 72' 28' 158.8 109.7 < I a N I 86' 138.4 92.3 30' 148.0 98.7 to N W O W 72' 128.9 84.8 24' 170.8 113.8 _ O0 p�Y 78' 117.1 7&1 78' 26' 146.4 97.6 \� �� ti �to 84' 108.7 72.5 30' 136.6 91.1WWI 7-N c 24' 195.0 195.0 84. 24' 190.3 128.9 O In N M�' 28' 195.0 195.0 28' 163.1 108.7 �' G ° e' t O N tq n 30' 19$.0 189.4 26" 195.0 195.0 4 4.- -d M d' a a ; \ N Z 00 0 3: 36' 195.0 157.9 38-3/H" 195.0 195.0 v '� '4.I n1/4'DIA. KWtK-CON/ULTRACON #14 SMS I O_ 42' 195.0 135.3 19-1/8' 50-5/8' 195.0 176.1 1-3/8'MIN. CONC. EMBED 1-1/2'MIN.WOOD EMBED i O AT 8'FROM ENDS AND AT 6"FROM ENDS AND � 30' 48' 195.0 118.4 6Y 195.0 141.5 2 1/2'MIN. 24'O.C.MAX.AT JAMBS 24'O.C.MAX.AT JAMBS ) U Or m 54' 195.0 1052 74-1/4' 180.1 120.1 EDGE dST. 17'O.C.MAX.AT HEAD/SILL 1'MIN. 17'O.C.MAX.AT HEAD/SILL 80' 177.6 94.7 26' 195.0 195.0 86' 181.5 86.1 3H-3/8" 195.0 187.7 72' 148.0 78.9 26-1/2' 50-51H' 190.6_ __ 127.1 INSTALLATION TYPE 'S' INSTALLATION TYPE 'B' _ 78' 136.6 72.9 83' 1$3.2 102.7 INTO MASONRY 2BY WOOD BUCK OR WOOD STRUCTURES 24' 185.0 195,0 74-1/4' 130.0 86.7 EI 28' 195.0 169.1 26' 195.0 177.2 TYPICAL INSTALLATION DETAIL W 30' 195.0 167.9 38-3/8' 135.1 120.1 t 3r ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 38' 38' 195.0 131.8 50-5/8' 102.4 81.0 gg 42' 195.0 112.8 63' 82.3 73.1 48' 185.0 98.7 26' 185.2 123.4 54' 184.4 87.7 38-3/8' 125.4 83.8 �y�v n 80' 14&0 78.9 •• ••• • • • • • •• ry q 24' 190.3 189.1 • 2500 • • • • x • • • • •845 o S'0 675 8 n 8 x- 28' 163.1 145.0 .845• •• • • • ••• • .065 0 30' 152.2 135.3 .065 .592 I • •••• ••• • • • 42' 36" 126.9 112.8 ' 42' 108.7 96.7 .562 1.125 Egr.JAYAHMAD PRQDUCF REVISED 48" 96.1 84,6 FLA.PE/70$92 mcamplyln8with ecFlorwe c 3638 54' 84.8 75.2 •1.�• ••• ••• •80• CAN. Ameptaece�No� • •125 • • • • • • • • E. mt an • • • • • • • •• • • •�,UMINI}U►BUCK• • • • OPTIONIAL C ER Mlen �deproduet drawing no. 6063-T6 ' • •9063-TB• AY 15 W99-04 sheet 7 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 9 0 MIAMI-RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .mlamidade.aov/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 Prodi44.Qontrol Section that this product or material fails to meet the requirements of the applicable tuilding codd....' This product is approved as described herein, and has been designed to comply wlth the Florida Building .' Code,including the High Velocity Hurricane Zone. •• •••••• DESCRIPTION: Series 11238"Outswing Aluminum Casement Window-L.M.I ' APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum 6Ut3,WJng Casemant'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.Pd*t54.04/10/1*,prepare6.:..' by A]-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing 4f a�'1Siliami-Ddde•County►••• • Product Control Revision stamp with the Notice of Acceptance number and expitation;ate by thb Miami- •, Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •• •.. ;••••; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cit, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL'of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply,with any section of this NOA shall be cause for termination and removal of NOA. A Tf1TTTTST y]EN, hG 11SQ0A-i a ber-preeeded-by-the wordsi�ade-�ounV,-Flerida,-and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided. to the user. by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises N6014-0506.01 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.15-6512-19 MIAMI DAVE caUNTY Expiration Date: October 26,2018 Approval Date: September 17,2015 Q fq�l� Pagel CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's #96-04.17.03 and#01-1002.031) 2. Drawing No. W98-100,titled "Series-238 Alum Outswing Casement Wdw. sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS. 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact,Test per FBC,TAS 201-94 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 j% cer® insulating glass spacer,prepared by Certified Test Laboratories,;Te%t•Reporf Nca,.• • CTLA-3056 WA,dated 03/03/15,signed and sealed by Ramesh U. Pdtel,PSE%•• • 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading peer.o $c TAS 202-94 ..•••• 2)Large Missile Impact Test per FBC,TAS 201,$4. :9000: 3) Cyclic Wind Pressure Loading per FBC,TAS' A3-'94 •....• • along with marked-up drawings and installation diagram of a setl't 1400 PY-G prpject •....' out window,to qualify DuPont"Butacite"PVB interlayer, Dura eealt and Sftpef ••••;• Spacer®insulating glass spacer,prepared by Certified Test Lal ratoCes,Test epor ...... No. CTLA-r3056 WB, dated 03/03/15, signed and sealed by Ratnes1t C.Paz,P.E. • 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading peteFBC TAS-202-94 :0000: 2)Large Missile Impact Test per FBC, TAS 201-94 • 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer(b-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 Nfissil I .a,.�er FBC,TAS z201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 .3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB,dated 03/24/14, signed and seal d by Ramesh•C.P 1,P.E. (Submitter)under previous NOA #14-0505.01) 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 CGT 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. (Submitter)under NDA #12-1220.14) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and['AS 202-94'....• @ @egg• along with marked-up drawings and installation diagram of an-,L6num•easement .- window, prepared by Hurricane Testing Lab., Inc., Test Re�-(H? No. H''1• A080-••••% 0301-07 f6r specimen A and B, and HTL-0080-0905-07 for specj"en B and C, dated:....; 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abratainti.P.E. •., •• •' (Submitted under NOA #081010.02) •••s•• •. . • 7. Test reports on: 1)-Large Missile Impact Test per FBC,TAS 20T-W� �••••e •••... 2) Cyclic Wind Pressure Loading per FBC,TAF W 94 0 •, along with marked-up drawings and installation diagram of an aluminum 44346g " casement window,prepared by Hurricane Engineering&Testing?Ini., Test.Reparts ;••••; No.HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall,P.E. (Submitted uder NO-A's fd 9�nQ77/I3 nu�T f!n7_TII/12 , Manuel ere Product Control Exm' er NOA No.15-0 12.19 Expiration Date: October 26,2018 Approval Date: September 17j2015 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU$MITTED B. TESTS(CONTINUED) 9. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted sander NOA #96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBQ;2010, dated 4/24/14,prepared by Al-Farooq Corporation, signed and sealed by Jalad..0 ...••• Ahmad,P.E. •• ••.• .• (Submitted under previous NOA #14-0506.01) .. • •••••• 2. Glazing complies with ASTM E1300-09 .... ...... ..... . ..... .... ...... D. QUALITY ASSURANCE •••••• .• • 1. Miami-Dade Department of Regulatory and Economic'ResoureetnR) •• ••••.. . . • 00 E. MATERIAL CERTIFICATIONS : 6.6"' 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Americra,Inc.fatheir :...• , "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15, expirmgan 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "ButaciteO PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex IIP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. 4, Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16 Manuel Perez,P. . Product Control Ex min r NOA No. 157 .l9 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-3 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h.Edition(2014), dated April 11,2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NDA #14-0506.01) 2. Proposal No. 13-1698 issued by the Product Control Section, dated October 02, 2013 t and revised on February 24, 2014, signed by Manuel Perez,P.E. I (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 Hunicane 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 sign e�and set:Z j Uy sees** Candido F.Font,P.E. •• • •• (Submitted tinder NOA #08-1010.02) 0000 •••... 5. Laboratory compliance letters for Test Reports No. HTL-0080 VURS--96 and ' ;• ••; HTL4080-1107-98,issued by Hurricane Test Laboratory, Inc.'dated 03/06ZIisand 0•• •' 11/10/98, both signed and sealed by Timothy S. Marshall, P.E.••:•. 00000 ••; • (Submitted under NOA #96-0417.03 and 01-1002.03) •• •• •• •• *so*:* 6. Laboratory compliance letters fox Test Reports No.FTL-1003 &T1r:rL-1041'issued •; by Fenestration Testing Laboratory,Inc., dated 10/14/94,both signed and;aaleaby Yamil Kuri,P.E. ' ' • .. -. ...... (Submitted under NOA #96-0417.03) '•: • 7. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America, Inc., as well as Duraseal@ and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by RER, Product Control Section,signed by Jaime Gascon,P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows&Doors,Inc. for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 66/26/14 and expiting on 10/26/1 R Manuel ere Product Control Exr NOA No.15-020.119. Expiration Date: October 26,2018 Approval Date: September 17,2015 E-4 GENERAL WINDOW SECTIONS WINDOW WIDTH FLANGE FRAME VENT WIDTH _ WW-2. o� I D.L. OPG. Z WW —7' 6'MAX.TYP. fit,{ 7 A "CORN S� O B - Pi A 2 9 CAM LOCKS Q 2 LOCK POINTS Qi T ~s 3 W ALL SIZES / IT-- -SNUBBER T OSNUBBER C AT IMPACT WINDOWS ONLY �� 43 I O ZN =WF=-_ SURFACE APPLIED 1 t7 A} 8 4 � � ---------- $ \ \¶ I I OPTIONAL NTINS II\ II II FOR GLASS TYPES. \ m REFER TO �TYR p� SHEETS 3 AND 4. J d I 7 2 H., D.L.OPG. 2 1/2' S WAT HE D/SBL 8 LL Irv.WIDTH VENT WIDTH I. TYPICAL ELEVATION $i N WINDOW WIDTH ' i WINDOW WIDTH (FLANGE FRAME) s 3 N M EXTERIOR MULTI POINT LOCK Op M 1 BB BY'INTERLOCK' Z Z I I MAXIM MULTI POINT LOCK p I I B BY'TRUTH' ALT.TO CAM LOCKS N I ALT.TO CAM LOCKS 2O I MAIL WOW. LOCK MAX.WOW. LOCK V m I HQCHi POINTS HEIGHT POWTS 0 I 42' 2 38' 2 i 83' 3 _ o e 8 11 1 84' 4 74• 4 3 84' 5 8 o o W ©2 r � ESE-WlNoo ° •.<-�-n••" „ISSILE-IMPA SHUTTERS ARE NOT REQUIRED. I ILL INSTRUCTIONS: •• 000 • • • • • •• c �$�TI USE CHARTS AS FOLLOWS. T NOTES: : • • • • • • • • FOR MULLION/MULTIPLE UNITS, REFER TO H `'B 3 g • •• • • • • • ��. u s_•a STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED THIS PRODUC*JiA$B1�tlG DLFSIOMED•1NPTEGTiDTO CQMPLY WITH THE SEPARATE CGI MULLION N.O.A ON WIND VELOCITY,BLDG.HEIGHT,WIRD ZONE REQUIREMEI ,DF�€LOADA•BUI®IN• C®OE INCLUDING HIGH VELOCITY USING APPLICABLE ASCE 7 STANDARD. HURRICANE' NE(HVflCj. •• • • • •• STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD En9r.JAAHMAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER pRODUCT'REVISED q xsy CAPACITY OF DESIRED GLASS SIZE E. LOADS TO THE STRUCTURE. as cam yl with lire Fie" /� FlA.PE J 70882 Td °8 USING CHART ON SHEET B SELECT ANCHOR OPTION ANCHORS SMALL qBY AS LISTFS. SPACGD AS SH CAN.3538 Building Ct�de STEP 3 * 01591 ON Df.TA1LS,ANCHORS Amp o=�I�'G I �g 8 h WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED EMBEOMEN TO F.SE MATEWAL•BHAtL RE BEYOND WLl•DP4SSING OR STUCCO. AJ IN STEP t ABOVE. ANCHORIRG OR LIDADINY CON&ITIONg NCr vo A,C TISE.*DETAILS ARE 42015 B y STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON NOT PART OF TH6•APPROIYL• • • • • • drawing no. SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE TS USED•IN DESIGN EF ANCHORS INTO WOOD ONLY. W98--1 OO STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND 4 ALL SHIMS TO 8E HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. SHALL APPLY TO ENTIRE SYSTEM. sheet of 7 ••• • • • • ••• • • • • • • • • • • • • • • • •• •• 000 • • • • WINDOW WIDTH VENT WIDTH o Will-1 1/2' ,y, GENERAL WINDOW SECTIONS D.L.OPG. WW-6 1/2" O EQUAL - FRAM F 6' A HEROSILL CORNERS to $?, 2 F-I rsN N _r/N_ -3L__- � � L• CAM LOCKS W [[777 # 9 2 LOCK POINTS x 0 ALL SIZES 17 S = j J fO \ ;; // ii SURF III ACE APPLIED © SNUBBER W S I \ II I FALSE HUNTINS AT IMPACT WINDOWS ONLY i \ `I OPTIONAL 1 8 a I 0®10 II - I t Of _________ I � A7iS ; t I \ o O Lu D � 124"MAX.TYP. z I` _ ---- --- - AT HEAD/SILL ' a o TYPICAL ELEVATION O N (EQUAL LEG FRAME) Q 3 M ro IA 7 3 FOR GLASS TYPES, Z z 2 D.L.GPC. O.L.OPG. 2 I/2' ' REFER TO I o 3/4' VENT WIDTH SHEETS 3 AND 4. PENT WIDTH 3/4" U b A{ WINDOW WIDTH WINDOW WIDTH O EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK g B,,�� 9 HY INTERLOCK' � '-' ALT.TO CAM LOCKS ALT.TO CAM LOCKS n42� LOCK MAX.WDWLOCK p gPOINTS 22 3 4 I 0-0 see *00 d I I I SSS ; ••• • 3 •• ••• •• • • • •! InJULJ g Y 2 En r. CIVIL PRODUCT REVISED FLA.PE/70892 In w plying with ft Florae a • • CAN•3338 Duildinp Code © • • • • • AcceplenttNo 1-2 19 F 8 • • • • • • • • • • Ex Irotlon Dme /�Ol�j � .g 7 • • • ••! • • • !•• • • e • •• • • • • Y dl-awin no. 1A ••• • • • ••• ••! 42 Miam ada P Control 9 W98-100 sheetl.lof 7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 2.625 2 8/8' 2.079 4757 ��55 768 5 625 I .3 1.000 1,307 9 .090 TYP. w L875 �J�(��"� z k 2.625 "__U .720 N 2.215 2.488 W a' *101 TYP, I.A38 O (L L222 Q d LL t3 CORNER KEY CORNER KEY v O .060 THICK ST.STEEL ® .082 THICK ALUMINUM Q FLANGE FRAME Q VENT (5/16° LAM, GLASS) Q E 2.075 r'-4757 C)4�a .768 to 'z 9 .090 TYP. Z th 1.057 L679 LQ £ ,720 _VENT CORNER 080 , 2.465 2.715 L L.B o W L624 � z 25N to EQUAL LEG FRAME O VENT (INSUL LAM. GLASS) EF�,�j � ALL FRAME AND VENT CORNERS TO BE ITPSI PART P QUANTITY DESCRIPTION 1MTElUAL MANE./SUPPLIER/REMARKS L7S7 �J O W «033 SEALED WITH GE SILPRUF OR EQUIV. p1 CCI-373 4 FLANGE FRAME 6063-TB INDALEX OR EQUIV. to CGT-397 4 EQUAL LEO FRAME 6063-T6 INDALIX OR EQUIV. L4, 90 TYP. 1 N o 2 CCI-378 4 VENT(5/18'LAM.GLASS) 80&7-TB INOALIX OR EQUIV. .675 v 0 3 NM 20 CGI-381 4 VENT(INSUL LAM.CLASS) 806.7-T8 INOALEX OR EQUIV. (S Z 720 M 5 20 COI-385 4 VENT(7/18'IAM.GLASS) 6063-T8 INDALEX OR EQUIV. _ _ 3 001-375 4 IOGEE GLAZING BEAD 6067-T5 INDALEX OR EQUIV. o^O; Z Z 3A CGI-398 4 1 SQUARE GLAZING BEAD 8083-76 INDALEX OR EQUIV. 'j 3 O 4 - 4 .060 THICK CORNER KEY ALUMINUM- 1.347 U^O 4 S - B .080 THICK CORNER KEY ST.STEEL- U•- zn 6 AP-425 AS READ. FRAME WFATHERSTRIPPING _ SCHLEGLL APTUS 2C VENT (7/16*LAM. GLASS) 7 0250-K-190 AS REDO. VENT WEATHERSRBPPING SCHLEGEL Q-LON 8 39-10-00-101 2/VENT 4 BAR HINGE,AT TOP AND BOTTOM STEEL TRUTH,ATTACHED W/(6)/8 X 3/8'SS SMS '754 9 24-13-00-202 2/VENT FACE MOUNT LOCK STEEL TRUTH,ATTACHED W/(2)je X 3/8'SMS ,383 , BA - I/VENT MULTI POINT LOCK - TRUTH .830 p r111171 VENT MULTI POINT LOCK - INTERLOCK 2/VENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACING LOCK STEEL CGI,ATTACHED W/(2)/10 X 3/8'SS SMS .b17f OPERATOR(OPTIONAL) STEEL TRUTH,ATTACHED W/(2)OB X 3/B'SS SMSPEtWTOR(OPTIONAL) STEEL INTERLACK CGI-375: OGEE GLAZING STOP 1 OPERATOR TRACK STEEL TRUTH --- 13 2/CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4'SS SMS I - a m •• ••• • • • • • •• BF 1 • •• • • • • ••• • .877 Fes- - • • • • • • • • • ®CGI-396: SQUARE GLAZING STOP En9r.JAVAD AHM ° Qgg RLI.PE 70592 PRODUCT RI?VISBD X \ 4 • ••• CAN. ®complying with Yeo PIo1Wa • • • • • • Building Code • • • • • • • • • • 0 AcceptmueNo 15-asm .1cl 1 • • • ••• • • • • • • Y 2U 15 itWIon Dac !8 FRAME CORNER i•• • ••• ••• • • • By drawing no. •• • Mimn' arb Product W98-1 QO Sheet 2 of 7 , ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1 8°ANN.GLASS 3/16'ANN. GLASS 3/16°HEAT STREN'D GLASS U a / .075"Soflex CP VRth PET Care .075"Sallex CP With PET Core �� o By'Eastman Chemical Co.' By'Eastmon Chemical Co.' .090"Soflex Clear And Color Glass .090•Saflex Clear And Color Glass .090"Saflex Clear And Color Glass a0 By'Eastman Chemical Co: By'Eastman Chemical Co.' By'Eastman Chemical Co.' Z �3 IMFRIAYERS� INTERIAYERS INTERLAYERS 090"Butocite PV8 .090'SsnFryGloe .090°SentryGlas By'Kuraray America,Inc.' By'Kuraray America, Inc.' By 'Kuraray America,Inc.' .090 Butacita PVB .090"Butocite PVB o O By'Kuraray Americo,Inc.' 1.1 By'Kuraray America,Inc.' U 1/8"ANN.CLASS C 3/16"ANN.GLASS z°a 3/16"HEAT STREN'D GLASS �y I 1� I 11 1 y,FG 4 SILICONE II iv ij 1 j ij n GE-1200 SILICONE \ SILICONE II .1 II II I 1 C N DOW 995 GE-1200 GE-1200 1a Mw 899 d �I ➢OW 995 I� I� DOV 995 I I Q' Wj m S2 I I� DOW 699 I _ DOW 899 SQUARE BEAD ALL GLASSTGT PE.S---( 5/16" NOMINAL 7/18 NOMINAL 7/16" NOMINAL GLASS TYPE '2' GLASS TYPE 'B' GLASS TYPE '8' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WMDOVS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO sNunEAS REQUIRE] NO SHUTTERS REQUIRED No sums 9 REQuTNED REFER TO SHEETS a THRU 7 FOR WSfMLAnM DETAILS REFER TO SHEETS 5 MW 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 TRW 7 FOR INSTALLATION DETAILS 3 3 N WINDOW DIMS. GLASS TYPE'E' GLASS TYPE'8' CLASS TYPE'6' WINDOW DIMS. CLASS TYPE'E' GLASS TYPE'8' GLASS TYPE'8' HIN➢OB'DIME. GLASS TYPE'E' GLASS TYPE'3' GLASS TYPE'8' m WIDTH HEIGHT EXT.(+) 1M.(-) EXr.(+) INT.(-) EXT.(+) INT.(-) MOTH HEIGHT EM.(+) INT.(-) EXT.(+) 1NL(-) W.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) TNT. 20" 110.0 194.3 110.0 195.0 110.0 195.0 20' 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 110.0 195.0 - vO1i 24" 110.0 161.9 110.0 195.0 110.0 195.0 24 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2' 26• 110.0 195.0 110.0 195.0 110.0 195.0 2g• 110.0 138.8 110.0 195.0 110.0 195.0 28' 75.7 83.3 110.0 120.0 110.0 120.0 37' 110.0 145.4 110.0 195.0 110.0 195.0 OO r 30' 110.0 129.5 110.0 195.0 110.0 195.0 30' 73.2 77.7 110.0 120.0 110.0 120.0 42" 110.0 128.1 110.0 195.0 110.0 195.0 0 32• 110.0 121.4 110.0 195.0 110.0 195.0 32' 80' 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8• ' 110.0 190.6 110.0 195.0 110.0 195.0 v N 36' 107.9 107.9 110.0 195.0 110.0 195.0 36" 54.8 64.8 110.0 120.0 110.0 120.0 25-1/2• 110.0 137.5 110.0 195.0 110.0 195.0 38-3/8° iE q0• 97.1 97.1 110.0 195.0 110.0 120.0 40' - - 60.0 60.0 60.0 60.0 37' 98.5 98.5 110.0 194.5 110.0 120.0 3 N M 42' 92.5 92.5 110.0 120.0 60.0 80.0 42' - - 80.0 80.0 60.0 60.0 42' 88.8 86.8 110.0 120.0 110.0 120.0 j 0 20' 110.0 166.5 110.0 195.0 110.0 195.0 20' 88.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 144.5 110.0 195.0 110.0 195.0 � 0 i N 24' 710.0 138.8 lio.0 195.0 110.0 185.0 24' 73.4 73.4 110.0 120.0 110.0 120.0 26-t/2" -5/8" 99.7 104.3 110.0 195.0 110.0 195.0 91 z Z o 28' 110.0 118.9 110.0 195.0 110.0 195.0 _ 28' 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 E3 Q= 30' 42° 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" U O 32' 104.1 104.1 110.0 195.0 110.0 120.0 3Y 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8' 98.7 104.2 110.0 195.0 110.0 185.0 Y3 36' 92.5 92.5 110.0 120.0 110.0 120.0 36• - - 60.0 60.0 60.0 80.0 25-1/2' 63• 74.9 77.9 110.0 120.0 110.0 120. Q 40" t79.379.3 3 110.0 120.0 110.0 120.0 40" - 80.0 60.0 60.0 60.0 37• 80.0_ 60.0 110.0 120.0 110.0 120.0 42' 3 110.0 120.0 60.0 60.0 20' 66.4 68.4 110.0 195.0 110.0 120.0 42' - - 80.0 60.0 60.0 50.13 20' .7 110.0 195.0 110.0 195.0 24' 56.1 58.1 110.0 120.0 110.0 120.0 19-1/8' 63.0 63.0 110.0 195.0 110.0 120.024• .4 110.0 195.0 110.0 195.0 28' 48.8 48.9 110.0 120.0 110.0 120.0 26-1/2" 74-1/4' 48.8 46.6 110.0 120.0 110.0 120.02B' .1 lima 185.0 110.0 120.0 30" 72" 48.0 46.0 170.0 120.0 110.0 120.0 37" - - 59A 59.8 59.8 59.8 0�30° 48' .1 IVLO 195.0 110.0 120.0 32• 43.6 43.8 110.0 120.0 110.0 120.0 37' 77' - - 58.3 56,3 58.3 56.3 **.1 110.0 120.0 110.0 120.0 36' 60.0 60A 80.0 50.038' .9 110.0 120.0 110.0 120.0 32' - - 80.0 80.0 80.0 80.0 * LIMIT MAX. LOADS TO 171.0 PSF •g 9 _ 76' WHEN MULTI POINT LOCK BY'INETRLOCK' 96 40 - - 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 w N n m 20' 110.0 129.5 110.0 195.0 110.0 195.0 24• 43.8 43.8 110.00IV.$• 160.09 12J.0 • •I� *&SIZE 37'X 77'APPLICABLE TO FLANGE FRAMES ONLY 24' 98.0 107.9 110.0 195.0 770.0 195.0 28' 78• 38.1 38.1 1150 120.0 190.00 920.9 • • • SEE�� 1 28" 88.2 92.5 110.0 120.0 110.0 120.11 30" - - 110.00 120 ••• •• m a 4 a 30• 84.4 86.3 110.0 120.0 110.0 120.0 32' - - 60.0 60.0• 60.0• •BO.d • • • - 32' 54° 80.9 80.9 110.0 120.0 110.0 120.0 20' 51.5 413 11 .0 1 11 .0 1 .0 • • •• mm 36• 71.9 71.8 110.0 120.0 110.0 120.0 24" 34.9 34.9 110.0 120.0 110.0 720.0 frtgr.JAVAD AItMAO A CML PRODUCT RBVISEP t`+ 40• 64.8 84.8 110.0 120.0 110.0 120.0 28' 84' - - 110.0 120.0 54.5 54.5 FLA,PEA 70582 as complying with Yro florida CA 3538 42' 81.7 81.7 110.0 120.0 80.0 80.0 30 - - S7l2 •51,2 51Q 5.0.0.2 • • [Ildldiag Code 0s12•'q 32 - - 4 48.3 •tL3• •48-9 • • • • Acceptance No 15' • • • • Bxp reti t No 1$ NOTE: • • • • • • • •• • • GLASS CAPACITIES ON THIS SHEET ARE NOTE: • •• • • • • • • • By drawing no. BASED ON ASTM E13DO-09 (3 SEC. GUSTS) LOAD/AREA LIMITS ••• • •• • 015 MI D4de Product W98-100 AND FLORIDA BUILDING COMMISSION FOR +110.0, -120.0 PSF = 16.34 SQ. FT. DECLARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF 10.00 SQ. FF. sheet 3 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • r� s 1/8'TEMP. GLASS 1/8"TEMP.GLASS AIR SPACE AIR SPACE 9�I1 0 1/8'ANN.GLASS 1/8°TEMP. GLASS .075"Saflex CP With PET Core .075"Saflex CP With PET Core Z By'Eastman Chemical Co.' By'Eastman Chemiwt Co.' 090"Saflex Clear And Color Class .090'Saflex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' $ N 1 INTERLAYERS INTERLAYERS iL .090`SentryGlas .090"SenLryGlas O U°' By'Kurorcy America, Inc' By'Kuraray America, Inc.' .090"Bulacite PVR .090"Butocite PVEI O By'Kuraray America, Inc.' By'Kuraray America, Inc.' SQUARE BEAD r 1/8°ANN. GLASS 1/8"TEMP.GLASS OPTIONAL ALL GLASS TYPES C `� SILICONE SILICONE cr > I GE-1200 GE-1200 I Q 0.<p DOW 995 I DOW 995 C j IM y'7 I. DOW 899 DOW B99 XL EDGE SPACER XL EDGE SPACER LL ST.STEEL BY'CARDINAL' SETTING BLOCKS ST.STEEL BY'CARDINAL' SETTING BLOCKS OR 2/LRE OR 2/LRE J ZuZ' OURASEAL BY'QUANEX' EPOM DURASEAL BY'QUANEX' EPDM Q W E OR DUROMETER 85±5 OR DUROMETER 85±5 SUPER SPACER BY'QUANEX' 3/4" INSULATED SUPER SPACER BY'QUANEX' 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' 0 Z PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS In NO SHUTIERS REWIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED O n REFER 10 SHEETS 5 T1RU 7 FOR DMIALLATION DETAILS REFER TO SHEETS 5 1IM 7 FOR NSTAUATION DETAILS REFER TO SHEETS 5 11=7 FOR NVALIATON DETARS O W .. WINDOW DOW. GLASS TYPE'2A' GLASS TYPE'9A' WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'Sr WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3A' i yam HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) 157DTH HEIGHT EXT. (+) 1NT.(-) EXT.(+) 114r. (-) z y�In 20' 110.0 194.3 110.0 105.0 20• 98.8 112.6 t10.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 yam,F- 24' N 24' 110.0 161.9 110.0 195.0 24' 85.8 95.4 110.0 120.0 26-1/2" 26" 110.0 203.0 110.0 195.0 g 'N M 18 28' 110.0 138.8 110.0 195.0 28' 76.7 83.3 110.0 120.0 37' 110.0 145.4 110.0 195.0 O 3 M 30' 110.0 129.5 110.0 195.0 30' 73.2 77.7 110.0 120.0 42" 110.0 128.1 110.0 195.0 Z Z 32" J6' 110.0 121.4 110.0 195.0 32" �• 70.2 72.8 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 3 O t1» 36" 107.9 107.9 110.0 195.0 36" 64.8 64.8 110.0 120.0 26-1/2° 110.0 1375 110.0 195.0 38-3/8" U p Q 40• 97.1 97.1 110.0 120.0 40' 60.0 80.0 - - 37' 98.5 98.5 110.0 120.0 $ 0 �,{ 42• 92.5 92.5 110.0 120.0 42• 60.0 60.0 - - 42• 86.8 86.a 110.0 120.0 us 20• 110.0 166.5 110.0 195.0 20' 86.7 86.7 110.0 169.0 19-1/8" 110.0 144.5 110.0 195.0 O 24" 110.0 138.8 110.0 195.0 24" 73.4 73.4 110.0 120.0 26-1/2• 50-5/6" 99.7 104.3 110.0 195.0 28• 110.0 118.9 110.0 195.0 28" 64.2 64.2 110.0 120.0 37' 74.7 74.7 110.0 120.0 30' 42" 110.0 111.0 110.0 195.0 30" 66" 60.6 60.6 110.0 1182 42" 65.8 65.8 110.0 120.0 32' 104.1 104.1 110.0 120.0 32• 57.5 57.5 110.0 112.2 19-1/8" - 96.7 104.2 110.0 195.0 c PA 36' 92.5 92.5 110.0 120.0 36" 60.0 60.0 - - 28-1/2• 74.9 77.9 110.0 120.0 o � a 40• 83.3 83.3 110.0 120.0 40" 80.0 80.0 - - 37 6J" 60.0 60.0 110.0 117.0 u B c g 42" 79.3 79.3 110.0 120.0 20" 66.4 66.4 110.0 120.0 42" 60.0 60.0 - - m rYs 20' 110.0 145.7 110.0 195.0 24" 56.1 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 120.0 555 9 24' 110.0 121.4 110.0 195.0 28' 72' 48.9 43.9 95.3 95.3 - 2 74-1 .6 6. 28' 104.1 104.1 110.0 120.0 30' 48.0 46.0 89.8 89.8 37' 59.6 59.8 - - NOTE: 11-151 "'"' a n30• 97.1 97.1 1 tD.O 120.0 32" 43.5 43.6 85.0 85.0 • •17• 5>!.3 •s6.3• •- • - GLASS CAPACITIES ON THIS SHEET ARE a3z' ae" 9t.t 91.1 no.o 1zo.o 36' .0.o eo.o - - • BASEO ON ASTM E1300-09 (3 SEC. GUSTS) c 4 8 8 36' 80.9 80.9 $100120 32' 60.0 60.0 - - *.uMR MIXT L06DS•TO 471.10 PSi•• • AND FLORIDA BUILDING COMMISSION 76' ••s uaEi:D 1001144 L06 FAY'%ET.00K- 1� DECLARATORY STATEMENT DCA05-DEC-219 40' 72.8 72.8 .0 38' 8D.0 60.0 - - a 42• 89.4 89.4 .0 20' 52.0 52.0 101.3 104.3 20' AHUAD 110.0 1285 .0 24' 43.8 43.8 85.4 85.4 �k#SIZE 37"X 77"APPLICABLE TO FANGE FRAMES ONLY Engr'`wV�7a' SEE SHELT 1 CML PRODUCT REVISED24• 88.0 107.9 .0 28• 38.1 38.1 74.3 74.3 FTA.PE' 70592 oa rnmplyina 1viLh Yro Florida • ••• • • • • CAN.3538Building Code28" 82.5 925 .0 32" 50.0 60.0 - - AcccpisuceNoir-0612.%-q30• 64.4 86.3 .0 20• 415 41.5 80.3 809 • • • • • • • • • • 'ration Dats �$ v7 54' • • • • • • • •• • • e t 32' 80.8 80.9 510.0 120.0 24' 349 34.8 88.0 68.0 •t10TE: • • • • • • • r0t� By drawing no. 36" 71.9 71.9 110.0 120.0 28' 84' 54.5 54.5 - - •• • •• • Mi Dodo Pmduc 4Q" 64.8 64.8 110.0 120.0 30" 51.2 51.2 - - LOAD/ARE*A LIMII•S �l`198-1Q� 42• 61.7 61.7 tta.o 120.a 3z" aa.3 4b.3 - _ FOR +110.0, -120.0 PSF = 16.34 SO. FT. +110.0, -195.0 PSF = 40.00 S0. FT. ahfiet4of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATIONPPLI TO ALL FOUR SIDES U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 o TYPICAL ANCHORS to 4ftroI SEE ELEV.FOR SPACING SEE SHEET 6 FOR DESCRIPTION Z TYPICAL ANCHORS 4SSFEE' CAL ANCHORS SEE ELEV.FOR SPACING ELEV. FOR SPACING f Zd SEE SHEET 6 FOR DESCRIPTION SHEET 6 FOR DESCRIPTION METAL a STRUCTURES d t/e"NK.MIN. g 0 t 3/9' fain SEALANT SEALANT V F p't S O 2 1/6` 2 1/6• GMIN. � j n�� 2-1/2•MIN. 2-1/2•MIN. a {{{�� INSTALLATION TYPE '1' WOOD BUCK TYPE '1INSTALLATION TYPE '2' WOOD BUCK TYPE '2' � AERIAL:PRESSURE TREATED mATERtA:PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO U Z M ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDEVUSING WOOD METAL STRUCTURES In to 0 to 0 La 1/6'MIN. 'ks TYPICAL ANCHORS TYPICAL ANCHORS z m SEE M.FOR SPACINGSEE ELEV. FOR SPACING TYPICAL ANCHORS c� SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION SEE ELEV.FOR SPACING CV � o Cr TI SEE SHEET 6 FOR DESCRIPTION G g N 1 3/6" IIII 0 3 M SEALANT SEALANT —� z Z I I 0 I II 11 � • .a' y I 2 7/6` '•Q e 2 t/6• ` u1 BUCK INSTALLATION BY OTHERS o BUCK INSTALLATION BY OTHERS ATTACHMENT TO $� B LII ' 1' APPROVED MULLIONS a INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' di a g g g F SRFATFD TYPICAL INSTALLATION DETAIL TYPICAL IR ALLAIIOM D17TAI • • •• m H d ON ALL FOUR SIDES/USING WOOD ON ALL FGUR SIDEVUSINS WO 2=' $g • •• • • • • ••• • ALUM CHANNEL •• ••• •• • • • •• 3/4"X 1'X /4 X 1/6" 2-1/2'LONG Engr CML PRODUCTRIEVISED I o AT ANCHOR LOCATIONS FLA PE i 70592 as ewnplying with Ne Florida • ••• • • • • CAN.3536 Building Cab 1.5'0512, 5 pg12 ]IT s • • • • • • • • • • Aceeplance No , 8 • • • • • • • • • • 2n Ion Date • • • • • • • •• • • WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN •• • ••• ••• 0,10 ••• M BMimn Dodo Produci drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet 50f 7 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEC FRAME (APPLIESS TO ALL FOUR SIDES) �U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 p TYPICAL ANCHORS I SEE ELEV. FOR SPACING °0 SEE SI4EET 6 FOR DESCRIPTION z tt METAL TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING 1/8'THK.MIN. o SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION (0ul I � 1 3/8' (, ei I 0cc I Qui •� � I a.z ,P � 2i/a' .� � I 'o.Z' <d N I 21/8"� �� LLZy,so e 1"MIN. 2-1 2'NIN. / 2-1/2'NTN. INSTALLATION TYPE '1' WOOD BUCK TYPE "I INSTALLATION TYPE� WOOD BUCK TYPE MATFR.A PRESSURE TREATED MATER PRESSURE TREATED Z TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION ON ALL FOUR SIDES USING WOOD ATTACHMENT TO a / ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES g ri w z o 1/8'MIN. N c SSSn TYPICAL ANCHORS c 3 N M TYPICAL ANCHORS _ FSEE ELEV. FOR SPACING SEE FA". FOR SPACING TYPICAL ANCHORS �— SEE SHEET 6 FOR DESCRIPTION ' M n*nSEE SHEET 6 FOR DESCRIPTION SEE ELEV. FOR SPACING I T�l I SEE SHEET 6 FOR DESCRIPTION Z_z N '3 1 1 3/8- I I I I O�... II + O II II iv � II 11 o BUCK INSTALLATION BY OTHERS e a° ° BUCK INSTALLATION BY OTHERS MIN ATTACHMENT TO5a APPROVED MULLIONS bi$ 9 I'MIN INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPI!i 4'••• • • •WOOMUM TYPE MATERIA f�,D1 PRESSURE TREATED • • ••• • *RL;SURE TREATED • •• • • • • ••• • TYPICAL INSTALLATION DETAIL TYPICAL IV516�efl�ti101d4918L • • • • ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD • • •• Engr.JAVAD AHMAD .p g CML PRODUCTRF.VISHID 33 I'M PE CAN.1638582 as eamplylog wilh the Florida n 3 • ••• • • • • Baildiaa C0� 8 'a • • • • • • • • . • Acapawm No 15-0512.q $ • • • • • • • • • • loaDWa J$ $ o • • • • T3y WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN •• • • • •000 • • • •• • M' Dade P(oduclCm drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. DI5 W98-100] sheet 5.1 aT 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET a FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 8 FOR DETAILS ANCHORS W/O SHEAR Cup ANCHORS WITH SHEAR CIDP ANCHORS W/O SHEAR CLIP ANCHORS WITH BHEAR Clip ANCHORS WIG SHEAR CLIP ANCHORS WITH SHEAR CLIP CCC WINDOW DINS. AT 17"O.C. AT 10'O.C. AT 17"O.C. AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C. AT 17"O.C. AT 10"O.C. WINDOW DINS. AT 17'O.C. AT 10"O.C. AT 17"O.C. AT 10"O.C. WIDTH HEIGHT EXT.(+)/INT.(-)Dfr.(+)/IW.(-)EXT.(+)/MT.(-)EXL(+)TING{-) WITIM HEIGHT M,(+)/INT.(-)EXT.(+)/INT.(-)EXT.(+)/IW.(-)FM.(+)/INT.(-) VADTH HEIGHT EM.(+)IML(-)EXL(+)/INT.(-)IXT.(+)/LNT.(-)EXL(+)/INL(-) 20' 185.0 195.0 154.8 196.0 32' 78' 133.2 195.0 76.4 1222 19-1/6' 195.0 195.0 149.4 195.0 24' 195.0 195.0 129.0 1720_ 36' 118.4 189.8 67.9 108.6 26-t/2' 26" 188.0 195.0 1079 161.8 Q N a 28' 192.9 196.0 110.8 147.4 20' 185.0 185.0 119.1 190.8 37" 195.0 195.0 772 115,9 a O p 30' 36" look 795.0 1032 137.6 24' 173.1 185.0 99.2 158.3 19-1/8 195.0 195.0 151.9 195.0 U 32' 1689 195.0 869 129.0 28" 78" 148.4 185.0 85.1 13&1 26-1/2' 38-3/8' 191.2 1850 108.8 148.1 p 36' 150.0 195.0 86.0 114.7 30' 138.5 185.0 79.4 127.0 37' 136.8 1 182.6 789 104.7 R rj V 40' 135.0 180.0 77.4 103.2 32' 1 129,8 195.0 74.4 119.1 19-1/8' 195.0 195.0 153.5 191.9 y p 42' 128.6 171.4 73.7 93.3 20" 185.0 195.0 132.7 195.0 26-1/2' 50-5/8" 193.2 195.0 1109 138.5 a� g 20' 195.0 195.0 132.7 176.8 24' 84" 1850 198,0 110.6 165.9 37' 138.4 173.0 78.3 88.2 24° 1929 195.0 110.8 147.4 29' 185,3 195.0 94.8 1422 19-t/8' 186.0 185.0 123.3 195.0 Q • 28' 185.3 198.0 84.8 126.4 32' 154.3 185.0 88.5 132.7 28-1/2" 1552 195.0 89.0 155.8 ��3� (A 30" 42" 134'3 185.0 88.5 117.9 37' 63" 1112 194.8 63.8 111.6 ,�,I Z.3j: QLT1� 32" 144.6 192.9 929 110.6 42' 98.0 171.4 55.2 98.3 7 Z N p 38' 128.6 171.4 73.7 98.3 19-1/8' 195.0 18&0 130.8 195.0 �Y{II rrrdlll F 40' 515.7 154.3 06.3 88.5 26-1/2' 74-1/4' 184.7 195.0 94.4 151.1 42' 1102 146.9 63.2 84.2 37' 117.9 18&6 67.6 108.1 g N 20" 195.0 195.0 154.8 193.5 _j 24' 185.0 185.0 129.0 161.3 Z 28' 192.8 185.0 110.8 13&2 m 30' _ 180.0 195.0 10.7.2 129.0 V) 32° 168.8 195.0 96.8 120.8 I' TYPICAL ANCHORS: SEE ELEV.FOR SPACING 0 L 9 38" 150.0 187.5 86.0 107.5 F 40" 135.0 168.8 77.5 969 1/4" DIA. KWIK-CON 11 BY 'HILI'(FU-163 KSI,FY-157 KSI) Z 42' 128.8 160.7 73.7 82.1 I 1/4" DIA. ULT A ON BY ' (FU-177 KSI,Fy=iss KSI) r o 20' 195.0 195.0 137.8 198.0 24' 196.0 183.0 114.7 1720 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 N n z9' 177.4 195.0 9aa tang 1-1/2" MIN. PENETRATION INTO WOOD o `� 30 sa' 780.0 195.0 91.7 137.6 THRU 1BY BUCKS INTO CONC. OR MASONRY z z�G 32' 150.0 195.0 36.0 129.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ' o=gg 36' 133.3 195.0 76.4 114.7 C7 p Q DIRECTLY INTO CONC. OR MASONRY U- 40' 120.0 180.0 68'8 1032 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0 42' 114.3 171.4 05.5 98.3 20' 195.0 195.0 1239 185.8 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 24' 180.0 195.0 103.2 154.8 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') za' 154.3 195.0 88.5 132.7 INTO METAL STRUCTURES 30' 144.0 195.0 82.6 123.8 �" ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) O p � 32' 135.0 195.0 n.a n6.1 ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) ° 6 36' 120.0 180.0 a&a 1 103.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 40" 108.0 162.0 91.9 82.9 c 42' 102.9 154.3 59.0 88.5 TYPICAL EDGE DISTANCE 8 NfitEONCRETFi1NDMASONRY= 2=I/2" MIN. RE 24' 195.0 195.0 117.3 164.2 INTO WOOD STRUCTU - 1" MIN. q a.vn a m 11,IT0 METAL STRUCTURE _ /3 4' MIN. 28' 175.3 195.0 500.5 140.7 .#9 ••s • • • • • `• 311' 66' 163.6 195.0 93.8 131.3 • • •• • • • • • m o„ CONCRETE AT HEAD, SILL OR JAMBS}'c = 3000 PSI MIN, - 32' 153.4 195.0 88.0 123.1 •• 00 0 • • '000 0 ••• %90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 36' 136.4 180.9 78.2 109.5 •• 00: •• • • • •• 40' 122.7 171.8 70.4 98.5 2D' Erp 195.0 19s.0 129.0 180.8 �CM/L�� 1 24' 1879 195.0 107.5 150.5 F• 040 • FLA. 35 Building Cada 582 as wmplyiuy REVISED lim Plaids • • • 28" 72" 160.7 186.0 92.1 128.0 • • • • • • • • • • Acccpumce 140 1.g'�s Jq 30' 150.0 195.0 86.0 120.4 • • • • • • • t • t Hnpimliml Dnle 32" 140.8 195.0 80.6 112.9 • • • • • • • •• • • A )y �) 0 • •• • • • • • • • Ely drawing no. 36' 126.0 176.0 71.7 100.3 ••• • • • •• • Mi.. de Proauc CaLtrol W98-100 sheet 6 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAIL F Dil 8 OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK o INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. 1 WINDOW DINS. WINDOW DIMS. WINDOW DIMS. Z qp WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 20' 110.0 195.0 20' 105.8 120.0 19-1/8" 110.0 195.0 Fr 24' 110.0 195.0 24" 90.9 120.0 26-1/2' 110.0 195.0 28' 110.0 186.5 28' 80.5 110.3 37° 26 110.0 184.2 go 04 v 36' 110.0 182.4 30' �• 76' 76.3 104.7 42' 110.0 152.4 Gra 32' 110.0 178.5 32' 60.0 60.0 19-1/8' 110.0 185.0 ^�C u 36' 110.0 177.3 W. 60.0 60.0 26-1/2' 38-3/8' 110.0 172.6 V 40' 105.8 145.1 20' 102.7 120.0 37' 110.0 156.3 GGGGOiiii Q m 42' 97.0 120A 24' 86.2 120.0 42' 95.7 120.0 QO 20' 110.0 179.5 28' 78' 77.9 120.0 19-1/8' 110.0 195.0 24' 110.0 159.6 30° 73.9 101.3 28-1/2" 110.0 154.7 I I 50-5/8' 1 I3 28' 106.9 146.6 32' 60.0 60.0 37' 94.0 120.0 30' 42° 103.5 141.9 20' 110.0 120.0 42' 89.a 120.0 1 ZZ cagy d 32' 100.7 138.1 24' 97.0 120.0 19-1/8' 109.3 149.8 j j Q W TI E F 36" 97.0 120.0 28' 84" 85.6 117.3 26-1/2' 84.8 116.2 ! 0 40` 95.2 120.0 30' 69.0 60.0 37' 63 67.9 93.1 1 #14 SMS 42° 95.0 120.0 32' 80.0 60.0 42" 60.0 60.0 AT 6"FROM ENDS V 20" 110.D 195.0 19-1/8" 110.0 154.8 �,,",�f--t,�� 17"O.C. MAX AT JAMBS 3 24' 110.0 177.3 2837' 74-1/4' 88.4 60.0 InSVLI 24"O.C. MAX.AT HEAD/SILL A14 SMS - m 28° 110.0 180.8 37" 80.0 80.0 AT 8'FROM ENDS fn 30' 110.0 154.8 18-1/8' 109.9 120.0 17'O.C.MAX.AT JAMBS XO ` 49' -- 24'O.0.MAX.AT HEAD/SILL O + 32' 109.1 120.0 28-1/2" 76' 84.0 115.2 55++ 36' 103.6 120.0 37" 60.0 60.0 a T4 v)) 40' 99.8 120.0 19-7/8" 108.3 720.0 I - li I �N 4 42' 95.0 120.0 26-1/2" 77' 82.7 113.4 d, rM a IO 20' 110.0 174.1 37' 60.0 60.0 s pN 24° 110.0 152.0 Q 3 M 28' 99.8 120.0 Z Z 30' 95.5 120.0 e 'd.q� •9 .• J _ e 7 p- 32' �• 81.9 120.0 ,d'.: o Q" 36' 86.2 118.2 e' I A TYPICAL ANCHORS TYPE'A'OR 'B' TYPICAL ANCHORS'TYPE'C' U 2 5 40' 82.2 P33. AT 6'FROM ENDS AND AT 8'FROM ENDS AND O 42" 60.8 2 1/2'MIN. 17"O.C.MAX.AT JAMBS 17'O.C. MAX.AT JAMBS 20" 80.6 Epi per, _ 17'O.C. MAX.AT HEAD/SILL 11 MIN 24'O.C. MAX.AT HEAD/SILL 24' 97.0 28' 86.8TYPICAL ANCHORS: SEE ELEV. FOR SPACING INSTALLATION TYPE '5' INSTALLATION TYPE '628Y WOOD BUCK OR WOOD STRUCTURES30' 82.8 80" A - �4" DIA. KWIK-CON II BY 'H1LT1'(Fu•+763 KSI,Fy=157 KSI)32` 79.4 TYPICAL INSTALLATION DETAIL gL 3e' 73.9 101.3 1 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM o ao' 60.o eo.o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY $ u-177 KSI,Fy-155 KSI 20' 110.0 171.0 n r n n 24" 107.8 120.0 DIRECTLY INTO CONC. OR FILLED BLOCK •• •• 02.601 • • • • •ea5 0°' 1-1/4" MIN. EMBED INTO CONCRETE • ,085 H a g g ae' 96.9 t2o.o 61a • • • • • 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS • 065 • 6�2 • • • • °c - 30' 68' 91.3 120.0 i •• i �• ••• • 32' 87.3 119.7 C - 14 SMS (GRADE 2 CRS) •0562 • • • • • ••• 1.123 36' 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ,� E JAvao AITMAD 1 ,° o 40' 60.0 60.0 1.438 CML PRODUCT REV4SLIU iv 1-1/2" MIN. PENETRATION INTO WOOD Y 20' L77 164.5 .125 .903 FLA PE' 70592 m tomI'll.wii 1!®Florida 24` 120.0 TYPICAL EDGE DISTANCE CAN. Building Code • ••• • • • • AecePlapcO N4,5 28' 117.9 INTO CONCRETE AND MASONRY - 2-1/2" MIN. H°nDZOIB30' 72' 112.0 INTO WOOD STRUCTURE - 1" MIN. • • • 806!!TB • • • •• 6r3•t8 �f Ry32" 106.9 •• • • • • • • • drawing no. 38' 60,0 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. *1110,111, • •• • W98-100 C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• 000 • •• ••