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WS-18-3190Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-10-18-3190 Permit Type: Windows/Shutters irrk Clossification: Window/Door Replacement Issue Date: 10/24/2018 Parcel Number Permit Status: Approved Expiration: 04/16/2019 54 NE 94TH ST, Miami Shores, FL 33138 1132060130320 i Contacts NOREEN MORDLI 54 94 Home: 3055287944 Owner PRESTIGE WINDOWS & DOORS CRISTINA SCAVUZZO Business: 3058205999 Contractor Description: REPLACING 4 WINDOWS & 2 DOORS TO IMPACT Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee Total: $50.00 $5.40 $2.40 $2.00 $1.80 $9.00 $4.00 $110.00 $184.60 Valuation: $ 9,000.00 Total Sq Feet: 0.00 Inspection Requests:. 305-762-4949 Payments Total Fees Check # 5303 Amount Due: Date Paid 10/24/2018 Amt Paid $184.60 $184.60 $0.00 Building Department Copy 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 ac pting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are req 'red for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. I certify that all the foregoing information is accuraIe and that all work will be done in compliance with all applicable laws and zoning. Futhermo e, I authorize the bov named contract o do the work stated. Authorized Signatur:: Owner / Applicant / Contractor / Agent Date October 24, 2018 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ,BUILDING ❑ ELECTRIC ❑ ROOFING Ej PLUMBING ❑ MECHANICAL [] PUBLIC WORKS JOB ADDRESS: 5-if 'V E `l L 6T Citv: Miami Shores e� County: Folio/Parcel#: 'l13206 �.°013-03 Occupancy Type: Load: Construction Type: FBC20 Master Permit No. WS 10 - 1.8-311 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL [] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Is the Building Historically Designated: Yes Flood Zone: BFE: zip: 3313e NO FFE: OWNER: Name (Fee Simple Titleholder): I� C T € F1 I r 1 o `^�' ( Phone#: Address:Miami S I I-,,i 'T ST q City: ► ' l i G m i SV' O5 State: ` {�OYI d CI Zip: 3 g /L�,�[ Tenant/Lessee Name: Phone#: 305'a''T 87 Email: CONTRACTOR: Company Name: oS titO.CiW hILSW 2( Wr Phone#: T 5 o —qp q Addre�sss:nS 1\niJ 1 Co I S'T 30S" .3 - So 9 -A ' M , City: ► ► I 1 State: c'O ? �� zip: �� 0 Qualifier Name: Cri 5 O SCR/\(1122/0 Phone#: cj61 S 8Z-° 5/ `1 �I`"1 �t State Certification or Registration #: t /SQ [ J / $4 Certificate of Competency #: �/ / DESIGNER: Architect/Engineeerr:, ?rn11^e2.+�T - J F.� JO'rC SS Phone#: ��`f 3 J'i'UG60 Address: (10 ��t4011. "1 `t . (O City: Dee, -field RQ(r\State: fL Zip:l� if -Ps - Value of Work for this Permit: $ " 0 OO . Square/Linear Footage of Work: Type of Work: ❑ Addition Di Alteration ❑ New El Repair/Replace rh Description of Work: 1C)". J 4 C1111 (4 GU i V) 614- ill S 9 2 GUYS El Demolition 7'Speci Color of color thru tile: • Submittal Fee $ Scanning Fee $ Technology Fee $ j, Structural Reviews $ (Revised02/24/2014) Permit Fee $ ° OO CCF $ S .-4o Co/CC $ Radon Fee $ 2 . 0 C DBPR $ Z .40 Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 189. Bonding Company's Name (if applicable) Bonding Company's Address 4 s City • 1 State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City '" Zip I State �., 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 $2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the Job site for the first inspection which occurs seven (7) days after the building permit Is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature'. • • ) ` - , �� m OWNER or AGENT RACTOR The foregoing instrument,was acknowledged before me this The foregoing instrument was acknowledged before me this 5 day of Oc ,204S ,by 5 day of 0CiDdc} ,2012. ,by 3 } SCck'(U ao , who i personals knowhto 7 rem t\1Ql, who iqersonaily knowla to me or who has produced identification a ho did take an oath. NOTARY PUB Sign. \\11111T(f) P�`'(2IERNg4 // �(<i• • cP0$ER2'43*.. `S OCK �� rN •• �, 2 : y #GG 141527 t , i s o� : a APR.C1: i 9 y onded Oc P� f a (Revised02/24/2014) as me or who has produced identification a ywho did take an oath. NOTARY PU Sign: Print: as Seal: \�01111111M/0, \� . -cE FERN, / .\•!.• • ...... •"4:,.p. O. i* •.40 *= Plans Examiner . Z[ irig1527 •.tu. c �a d o �0: 0 ,��Pi •...ant; .a - und0 •• <,,,-- � Structural Review Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 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). Acknowledgeme .ao/LAl18 erd*Cr S('aw-22-0 Date Print Name 7/12/2018 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-0320 Property Address: 54 NE 94 ST Miami Shores, FL 33138-2820 Owner NOREEN MORELLIJ Mailing Address 54 NE 94 ST MIAMI, FL 33138-2820 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,202 Sq.Ft Living Area 1,622 Sq.Ft Adjusted Area 1,863 Sq.Ft Lot Size 9,600 Sq.Ft Year Built 1938 Assessment Information Year 2018 2017 2016 Land Value $240,217 $240,217 $240,217 Building Value $129,665 $129,665 $129,665 XF Value $1,070 $1,070 $1,070 Market Value $370,952 $370,952 $370,952 Assessed Value $131,828 $129,117 $126,462 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $239,124 $241,835 $244,490 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 6 & W1/2 LOT 5 BLK 3 LOT SIZE 75.000 X 128 OR 18587-1606 1098 4 Generated On : 7/12/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $81,828 $79,117 $76,462 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $106,828 $104,117 $101,462 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $81,828 $79,117 $76,462 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $81,828 $79,117 $76,462 Sales Information Previous Sale Price OR Book- Page Qualification Description 10/01/1998 $0 18587- 1606 Sales which are disqualified as a result of examination of the deed 02/01/1986 $62,500 12787 2479 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 http://www.miamidade.gov/info/disclaimer.asp Version: RESTIGE WINDOWS &DOORS Job Name: Morelli Residence 54NE 94 St Miami Shores, F1.331311_, Mark Size SQ FT Type NOA NOA Press Calculated Press Wide High 1 58.25 79.25 31.2 FD 17-1226.05 -80/+80 -39.8/+36.4 2 37.62 80.62 20.25 FD 20470.7 -55/+55 -41.6/+38.2 3 52.25 49.25 17.2 HS 17-0918.09 -65/+65 -41.6/+38.2 4 52.25 29.00 10.3 Fixed 17-0918.07 -80/+80 -43.4/÷40.1 5 52.25 49.25 17.2 HS 17-0918.09 -65/+65 -41.6/+38.2 6 52.25 29 10.3 Fixed 17-0918.07 -80/+80 -43.41+40.1 Note: - only replacing openings shown - an other openings not shown are existing to remain ZONING DEPT BLDG DEPT SUBJECT tO COMPLIPNCE. WI f1-41 ALL FEDERAL STATE ANL) C.:(..1J1\ii? .AD RE:GULATIONS 2" x 4" Mull Nos 18-0129.08 rx 6" Mull Noa 18-0129.08 • • • • • • • . . . . 01/09/2018- 12:09pm inteml V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shulters\400 Wind Charts\_Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE. (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONEDPRESSURES 1 Mean, / Roof DESIGN PRESSURES (PSF) - Z E 4 Tributary Area (Sq Ft --- Height _10 _ 20. 30 40 j I [5__ 0 -15.ft '43.4 -41.6 -40.6 l 39 +40.1 .+38.2, +37.2 ,+36 18 ft -45.1 -43.3 -42.2 -41.440 +41.6 +39.7 +38.6 +37.9 +37.3 20 ft -46.2 -44.2 -43.1 -42.3 -41.7 +42.6 +40.6 +39.5 +38.7 +38.1 25 ft -48.4 -46.4 -45.2 -44.4 -43.7 +44.6 +42.6 +41.4 +40.6 +39.9 30 ft -50.3 -48.2 -47.0 -46.1 -45.4 +46.3 +44.3 +43.0 +42.2 +41.5 35 ft -51.9 -49.8 -48.5 -47.6 -46.9 +47.9 +45.7 +44.5 +43.6 +42.9 40 ft -53.4 -51.2 -49.9 -49.0 -48.3 +49.2 +47.0 +45.7 +44.8 +44.1 45 ft -54.8 -52.5. -51.1 -50.2 -49.5 +50.5 +48.2 +46.9 +45.9 +45.2 SO ft -56.0 -53.7 -52.3 ` -51.3 -50.6 +51.6 +49.3 +47.9 +47.0 +46.2 55 ft -57.1 -54.7 -53.4 -52.4 -51.6 +52.7 +50.3 +48.9 +47.9 +47.1 60 ft -58.2 -55.8 -54.3 -53.3- _ 52.64 +53.6 +51.2 +49.8 +48. (F 1 - EXTERIOR ZONE® PRESSURES Mean DESIGN PRESSURES (PSF) - Zgy 5 f Tributary Area (Sq Ft) lE light 10 20 30 40 50 -53.6 -50.0 -47.9 -46.4 -45.2 \5 ft `+40.1 +38.2 +37.2 +36.4 +35.9 18 ft -55.7 -52.0 -49.8 -48.2 -47.0 +41.6 +39.7 +38.6 +37.9 +37.3 20 ft -57.0 -53.1 -50.9 -49.3 • -48.1 +42.6 +40.6 +39.5 +38.7 +38.1 25 ft -59.7 -55.7 -53.3 -51.7 -50.4 +44.6 +42.6 +41.4 +40.6 +39.9 30 ft -62.1 -57.9 -55.4 -53.7 +46.3 +44.3 +43.0 42--,, 35 ft -64.1 -59.8 -57.3 - +47.9 +45.7 +44.5 + - -2 40 ft 65.9 61.5 58.9 7.f..�.6 +49.2 +47.0 +45.7 45 ft -67.6 +50.5 -63.0 +48.2 -60.4 +46.9 -58.5 +45.9 - +45.2 50 ft -69.1 -64.4 -61.7 -59.8 -58.3 +51.6 +49.3 . +47.9 +47.0 +46.2 55 ft -70.5 -65.8 -63.0 -61.0 -59.5 +52.7 +50.3 +48.9 +47.9 +47.1 ` -71.8 -67.0 -64.1 -62.1 -60.6 ��----ft #f// +53.6 +51.2 +49.8 +48.8 +48.0 WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. IDENTIFY THE ZONE OF THE OPENING�s LIRE BELOW LEFT OR INFORP)ATTON PRrOVII 1.1. ANY QUESTIONABLE 5. 2. IDENTIFY THE BUILDING MEA MEAN ROOF HEIGHT CANN T F D, 11 2.1. ALWAYS ROUND UP F H TO N I g2. VALID FOR ALL ROO L SLOE! CALCULATE THE TRIBUTARYAREk0711411E.TTraA� BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) OR -(ZONE 4) OR EXTERIOR (ZONE 5) PER THE ERS. D THE MORE CRITICAL (EXTERIOR) ZONE Tr FROM THE LOWEST GROUND ELEVATION. IF PEAK (HIGHEST) ROOF HEIGHT. E VALUE. EE AN ENGINEER FOR REDUCTIONS. TTION AS THE GREATER OF (HEIGHT OPENINGS TH) OR THE SPAN LENGTH (HEIGH NE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. . USE THE AREA BETWEEN STRUCTU OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 14 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY I�PTTACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPAUTY PRIOR TO TABLE USE. ERAL NOTES: ! TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 ECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 22.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS JHAN THE RATED LIMITING WIND VELOCITY ABOVE. . TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING UMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS USTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES I ' :4 D-HEREIN. 10. THIS SPECIFICATION DOES NOT MR- ROD ... ' = CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTH: • QESIG .$ STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO = " Bald • . *ACCORDANCE WITH GOVERNING CODES.`. 11. ADHERE TO ALL LOCAL IMPACT PR • • > • NCES. 12. NO CERTIFICATION IS OFFERED -O' ', HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED '� • DD ; y/1 ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE(), EXTERIOR a �_ �p • ""'-' a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF-M y N ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ELEVATION HT EXPLAINED PEAK ROOF HEIGHT MEAN ROOF HEIGHT LEAST HORIZONTAL DIMENSION 0 PLAN VIEW COMPLEX CORNERS • CRnmtnz -n� m�6e1mrf�0. jam � mq-zcz- Rnm p p 1 O m 1 y m V1 to m➢z Z9�rr�D =pZnv>zrn�v ;7O ..1::�n -43DG1 i n DD'ZD O,D, Oj • • • tn8�r04',z1lr ••• • otot>en••nvZi1 • • ♦ rl •o T o"'11 z • • • •C •v_1z jG,.‹D •• • G7•z m10O1(nC Om nmi'Z n In m M O • • • •73 • OJ'ti• • r r r m z 1 In :1Ti7-LISdW-00 9 z. 0 REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/12 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 UPDATES, 2017 FBC FLB FLB 12/17 THIS DOCUMENT IS THE PROPERTY OF ENGNEERING EXPRESS, AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND NVAUDATE OUR CERNFICATION. 6TH EDITION FLORIDrA;BI ILD G LCDT 2017 • • • • ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPON6r1TS.& CLADDING• • • • MASTER PLAN SI;EE-I ; ; :, :-x • • ASCE 7.410. ••• ••• .•.. • • a mZ FP m 61 CI =a m r -1 mXT v,z0 m -i m O nco Qm0 CZ m00 Z ' or. r szo rn r ENGINEERING EXPRESS® CORPORATE OFFICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 , - P: (954) 354-0660 F:(954)354;0443 CERT OF AUTH #9585 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM 0 LOPIOA ORPACYMCNY OF Business Professiona Regu ation Florida OFFICE OF,THE SECRETAP.Yeigh BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I Contact Us BCIS Site Map; I Links Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method L FL20470 R Revision 2017 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• • • • • •• • •• • • • • • • • � • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE-43409 National Accreditation and Management Institute 12/31/2020 Ryan J. King, P.E. L✓) Validation Checklist - Hardcopy Received FL20470 R1 COI (b) Certificate of Independence.pdf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 ASTM E1300 ASTM E84 ASTM G26 ASTM G7 TAS 201, 202, 203 Year 1996 1999 2003 1996 2004 2000 1995 1997 1994 • Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL20470 R1 Equiv Equivalency of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D' Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 12/20/2016 08/18/2017 08/23/2017 10/10/2017 00 Page l/200 FL # Model, Number or Name Description 20470.1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) '• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. • Installation Instruction% • • FL20470 R1 II (b) Inst 20470.1•pdf • Verified By: Lyndon F. Schrrfitlt, P... 434g9• • • • • Created by Independent Rifr!J1 Ity: Yes • • • • • •• Evaluation Reports . • 4 FL20470 R1 AE (b) Eval 2pg=q.l.pdf I • . • • FL20470 R1 AE (b) TT Plestics.Apdf Created by Independent Thhr?I•Ftrty: Ye? • ! •• • 20470.2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Impact" Opalde Composite Etlge Fiberglas! • • • • • Single Door with Sidelite(M.(iirrswi g/Outswing; XO, OX or Oya •• configurations) •• • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instruction; ••• • • • FL20470 R1 II (b) Inst 2(i4a0.2.pdf •• • • • • Verified By: Lyndon F. Schmidt, P.E. 434e% • • • • Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.2.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes 20470.3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL20470 R1 II (b) Inst 20470.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.3.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes 20470.4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL20470 R1 II (b) Inst 20470.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.4.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes 20470.5 e. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/outswing; XO, OX or OXO configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.5 for Design Pressure Ratings, any Installation Instructions FL20470 R1 II (b) Inst 20470.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.5.pdf additional use limitations, installation instructions and product FL20470 R1 AE (b) TT Plastics.2.pdf particulars. Created by Independent Third Party: Yes 20470.6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL20470 R1 II (b) Inst 20470.6.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.6 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.6.pdf additional use limitations, installation instructions and product FL20470 R1 AE (b) TT Plastics.2.pdf particulars. Created b Independent Third Party: Yes 1 20470. g. Therma-Tru Fib - lassic and Smooth -Star Nominal 6'8 "Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL20470 R1 II—(b-)-Inst 20170.7.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.7 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.7.pdf additional use limitations, installation instructions and product FL20470 R1 AE (b) TT Plastics.2.pdf particulars. Created by Independent Third Party: Ye! • • • • 20470.8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Impact" Glazed•Consposite Hoge•Fiberglass Single Door with Sidelite(s) (InswiiigAil4swing;'J3,•c or OX(4 • configurations) • • • Limits of Use Approved for Use in HVHZ: Yes a Installation Instructions• • • • • • • • FL20470 R1 II (b) Inst 2Qg7,pe.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes P Design Pressure: N/A Other: See INST 20470.8 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 • • • • •Ye*... • • • • • • Created by Independent hi 11afty: • Evaluation Reports • • • • • • • FL20470 R1 AE (b) Evai]C aw8.pdf • ••• additional use limitations, installation instructions and product FL20470 R1 AE (b) TT itastiis.s.pdf • particulars. • • Created by Independent Third Party: Ye! • • • • • • • • 20470.9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Impact" Glazed Composite ieage.F1l�erglass • ' Double Door with or without Sidelites (Ins% ig7Outswing; XX or OXXO configurations) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL20470 R1 II (b) Inst 20470.9.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.9 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.9.pdf additional use limitations, installation instructions and product FL20470 R1 AE (b) TT Plastics.2.pdf particulars. Created by Independent Third Party: Yes 20470.10 j. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL20470 R1 II (b) Inst 20470.10.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.10 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.10.pdf additional use limitations, installation instructions and product FL20470 R1 AE (b) TT Plastics.2.pdf particulars. Created by Independent Third Party: Yes 20470.11 k. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL20470 R1 II (b) Inst 20470.11.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.11 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.11.pdf additional use limitations, installation instructions and product FL20470 R1 AE (b) TT Plastics.2.pdf particulars. Created by Independent Third Party: Yes 20470.12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20470 R1 II (b) Inst 20470.12.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.12 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.12,pdf additional use limitations, installation instructions and product FL20470 R1 AE (b) TT Plastics.2.pdf particulars. Created by Independent Third Party: Yes 20470.13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass Single Door with "Non -Impact" Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL20470 R1 II (b) Inst 20470.13.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.13 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.13.pdf additional use limitations, installation instructions and product FL20470 R1 AE (b) TT Plastics.2.pdf particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "J" part numbers for these Sidelites, which have been stained or painted within six months of installation.) Created by Independent Third Party: Yes 20470.14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass Double Door with "Non -Impact" Sidelites4Inswing/Outswing; OXXO configuration) • Limits of Use Approved for use in HVHZ: Yes • • • ••••.• Installation Instruction%• • • : •.. c • • FL20470 R1 II (¢) Inst 20470.14.pdf • • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.14 for Design Pressure Ratings, any Verified By: Lyndon F. ScI r i!1 ,itE. 4340••• Created by Independent TIThRi•Patty: Yes • * • Evaluation Reports •... • • • • FL20470 R1 AE (b) Eva P7•(C44Q!14.pdf additional use limitations, installation instructions and product • FL20470 R1 AE (b) TT Plastics.2.pdf • • particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "J" part numbers for these Sidelites, which have been stained or painted within six months of installation.) Created by Independent111—WI'atty: Yes••••• •• •• •• • • •• • • • • • • • • 20470.15 o. Therma-Tru Fiber -Classic and Smooth -Star • • • • Nominal 8'0 "Impact" OpatlQ Coposite Edge Fiberglass Single Door with "Non -Impact" Sidelite(s• rInrwisg/Outswing; • XO, OX or OXO configurations) • • • Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL20470 R1 II (b) Inst 20470.15.pdf , Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.15 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.15.pdf additional use limitations, installation instructions and product FL20470 R1 AE (b) TT Plastics.2.pdf particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "J" part numbers for these Sidelites, which have been stained or painted within six months of installation.) Created by Independent Third Party: Yes 20470.16 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Double Door with "Non -Impact" Sidelites (Inswing/Outswing; OXXO configuration) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL20470 R1 II (b) Inst 20470.16.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.16 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.16.pdf additional use limitations, installation instructions and product FL20470 R1 AE (b) TT Plastics.2.pdf particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "J" part numbers for these Sidelites, which have been stained or painted within six month of installation.) Created by Independent Third Party: Yes 20470.17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL20470 R1 II (b) Inst 20470.17.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20470.17 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.17.pdf additional use limitations, installation instructions and product FL20470 R1 AE (b) TT Plastics.2.pdf particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "J" part numbers for these Created by Independent Third Party: Yes Sidelites, which have been stained or painted within six months of installation.) 20470.18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20470.18 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "J" part numbers for these Sidelites, which have been stained or painted within six months of installation.) Installation Instructions FL20470 R1 II (b) Inst 20470.18.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.18.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes 20470.19 s. Therma-Tru Fiber'Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20470.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "J" part numbers for these Sidelites, which have been stained or painted within six months of installation.) • Installation Instructions • • • • . FL20470 R1 II (b) Inst 215?70. f9.pdf • • • ..• • • Verified By: Lyndon F. SciiiRlfdtpP.E. 43409 • • • Created by Independent .Tla44Iia -ty: Yes • • • Evaluation Reports •• FL20470 R1 AE (b) Evai 20470.19.pdf• • FL20470 R1 AE (b) TT PlM1'cS.2.pdf • • • Created by IndependentTIR& Iarty: •Yes • • • • • • • • • •• • • • • • • • • •• • • • • ••••.• 20470.20 t. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact: Opagie Composite Edge Fibe':-Qlii5„ Single Door (Inswing/Outsdi g; X configalfed nl • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20470.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "3" part numbers for these Sidelites, which have been stained or painted within six months of installation.) •• • Installation Instructions FL20470 R1 II (b) Inst 20470.20.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports . FL20470 R1 AE (b) Eval 20470.20.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes Go to Page 1.....__.___..I Back Next 00 Page 1/2041 Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: se.curith-T1ucs Drawings \FL-20470 (2017)\FL-20470.7-9.dwg, F Florida Product Approvals\FL-20470 HVHZ TT - C R\Clients \Therma Tru PERM THERMAITRU® DOORS Fiber -Classic® & Smooth -Star. COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING/OUTSWING 'IMPACT' GENERAL NOTES f 37.75' MAX OA. FRAME WIDTH 1. This product evaluation drawing has been developed in compliance with the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). 3 ¢z 0= 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be g U` S 3. When used in the"HVHT' this product complies with Section 1626 of the FBC and does not require an impact c resistant covering. beyond wall dressing or stucco. 4. When used in areas outside of the "HVHT' requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level 'D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for the "HVHZ". 8. Outswing configurations using Coastal Sill (item # 19) & Composite Sill (item #16) under active doors meet water infiltration requirements for "HVHT'. All other configurations do not meet the water infiltration requirements for the 'HVHT' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION SHEET# 1 Typical Elevations, Design Pressures & General Notes 7 Vertical Cross Sections (Thresholds) 2 Door Panel Details 8 Buck & Frame Anchoring 3 Elevations 9 Hardware Details 4 Horizontal & Vertical Cross Sections (2X Buck) 10 Glazing Details 5 Horizontal & Vertical Cross Sections (IX Buck) 11 Components 6 Horizontal & Vertical Cross Sections Direct to Masonry) 12 BII of Materials z X 9 O CONFIGURATION • • • • • • • LOCK • • • HARDWARE* • • • • • • • • DF•S1GNZRELSURE 4PPF) • • • I S G• DESIGN PRESSURE (PSF) OUTSWING • • • • • • POSIIIVC• • • • • • • • NEGATIVE POSITIVE NEGATIVE x LAR&DRddbolt'• • +55.0• • • • •-55.0 +55.0_, -55.0 x Multipoint +55.0 -60.0 +55.0 -55.0 See Sheet 3 for Hard a•re Specligancyu • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • • • • CCo Q(z)c i; z w� U 0 0 a m ch, O CO UPDATE TO 6TH ED. (2017) FBC N z O 0 z DATE, 08/02/ 6 crur: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20470.7 SHEET 1 Or 12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ® 2016 R.W. BUILDING CONSULTANTS INC. Ings\FL-20470 (2017)\FL-2 88 a 2 2 2 DETAIL A -A PANEL REINFORCEMENT (0.023" Thick Steel) COMPOSITE HINGE STILE STEEL REINFORCEMENT CAP (ENGINEERED WOOD) (0.023" THK.) STEEL REINFORCEMENT 28.86% OPEN AREA MAX. * #8 X 2.5' PFH WS (TYP. @ EACH DOOR CORNER) 79.25' MAX. DOOR PANEL HEIGHT 36.0' MAX. DOOR PANEL WIDTH c *I 40 DOOR PANEL BOOK 79.25' MAX. DOOR PANEL HEIGHT (ENGINEERED WOOD) HORIZONTAL CROSS SECTION COMPOSITE HINGE STILE STEEL REINFORCEMENT CAP (ENGINEERED WOOD) (0.023" THK.) 35.813" MAX. DOOR f PANEL WIDTH l* 0DOOR PANEL 41 Hybrid Door 79.06" MAX. DOOR PANEL HEIGHT 35.813" MAX. DOOR PANEL WIDTH EXTERIOR INTERIOR 2 1 HORIZONTAL CROSS SECTION m 0 INTERIOR —L• • • • • • • • • • • • • Q • •• ••• +• see • • • • act • •• • 0 DOOR PANEL • • U1 Door 3.6" 0.406" LOCK STILE (ENGINEERED WOOD) TOP RAIL (COMPOSITE/ ENGINEERED WOOD) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) COMPOSITE CAP EXTERIOR INTERIOR EXTERIOR STEEL REINFORCEMENT • • (0.023" THK.) • • FIBERGLASS SKIN (0.073" THK.) • • • aOTTOM RAIL • • • •I • • (COMP. i�-1.71" �I .14ERTIGAL CROSS IECTION 44 VERTICAL CROSS SECTION • • 2 g F5.o W 2- 0 0 EL m 0 a DOOR PANEL DETAILS UPDATE TO 6TH ED. (2017) FBC N z 0 U) O z DATE 08/02/ 6 sue: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20470.7 SHEET 2 or 12 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m 0 9 8 R:\Olents\Therma Tru PERMANENT\A - Florida Product Approv 011111111,0 T'aD ca X lti TTED SEE HARDWARE CHART 1 t Et ra r r HARDWARE TABLE .... MANUFACTURER :. MODEL SCHLAGE KNOB:F51 DEADBOLT: B60 KWIKSET KNOB: DEADBOLT: SIGNATURE SERIES SIGNATURE SERIES (980) HOPPE (THERMA-TRU) MULTIPOINT : MPDGART (3 pt. Manual Tongue) • • • • • • • r ••• 0* •• • • r-- • • • • • • • • • • • • •• • • • • • • • U • •• • ••• • ••• • ••• Flber-C asslc/Smooth-Star Door Pand{l Options • • • • • - Panel options shown are for illustration and are reprsentatiye only, • • • • • • , • (similar glazed panel configurations are elleed) •• • • • • • • • • • • • • • • �i. o wo 0 a PART OR ASSEMBLY: 0 w N m UPDATE TO 6TH ED. (2017)FBC z 0 cc cc a 0 z DATE 08/02/ 6 SCALE N.T.S. DWG. Br: JK CHK. BY: LFS DRAWING NO.: FL-20470.7 SHEET 3 OF 12 • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • ® 201G R.W. 6UILDINO CONSULTANTS INC. R:\Clients\Therms Tru PERMANENT\A - Flodda Product Approvals\FL-20470 HVHZ TT - Composite\C - Drawings \FL-20470 (2017)\FL-20470.7-9. 1-1/4" MIN. EMB. (TYP.) CHORIZONTAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) °VERTICAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) INTERIOR 0 0.15'C-SINK PP} WAS , li1'"1111\• 1ll',: • • . MINN ERIOR. • • • • • • • • ••• • • • • • • • • • • •• • • 0 0 OR ZONTAL CRASS IECTION Show.w/24Brk,• • Autswiag show%(Ingving wear) • • • • 0 0 1-1/4" MIN. EMB. (TYP.) yyy111111// / O QO CO 0 0 0 PART OR ASSEMBLY: UPDATE TO 6TH ED. (2017) FBC 5 cc O z DAM 08/02/ 6 N.T.S. DWG. er: JK CHK. en LFS DRAWING NO.: FL-20470.7 SHEET 4 of 12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 m m 0 ngs\FL-20470 (2017)\FL-20470.7-9.dwg, 5.1 R:\Clients\Therma Try PERMANENT\P. - Florida Product Approvals\FL-20470 HVHZ TT - Composite\C - 1-1/4" MIN. EMB. (TYP.) 1X Buck to be secured to masonry by others © O O O 11 ` O O v It OINTERIOR al CI m COO va EXTERIOR 0$ 22 HORIZONTAL CROSS SECTION Shown w/1Xsub-buck Outswing shown (Inswing similar) EXTERIOR INTERIOR C)VERTICAL ROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) INTERIOR 0 0rmill ., o • .•• • • • • • • • • • • • • • • • • • •• • • • • • HOT'Z TANCROSS SECTION Syow.ipw tXsu$-buck Outs' incyshowg ((gswing similar) • • • 1-1/4" MIN. EMB. (TYP.) a PART OR ASSEMBLY: �U CC X z —10 21, NC) 001 ZO 0 UPDATE TO 6TH ED. (2017) FBC m z 0 O z DAM 08/02/ 6 N.T.S. DWG. BY: JK GHK. BY: LFS DRAWING ND.: FL-20470.7 SHEET 5 of 72 • • • • • • • 6410 • • • • • • • • • • • ••• • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • ® 2016 R.W. BUILDING CONSULTANTS INC. R:\dlents\Therms Tru PERMANENT\A. - Florida Product Approvals\FL-20470 HVHZ TT - Composite\C - Drawings \F 1-1/4" MIN. 0 °VERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/ 16' jamb 0 O Elia INTERIOR I 1 Mil CS(D° ,- owl imp ©Ii1DpO\\\��• EMB. (TYP.) 0 II 22 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry. Outswing only w/ 4-9/16'jamb EXTERIOR 1-1/4" MIN. EMB. (TYP.) 06 33 HORIZONTAL CROSS SECTION Shown Direct to Masonry. Outswing only w/ 4-9/16' jamb OVER77CAL CROSS SECTION Shown Direct to Masonry. Outswing only w/ 6-9/16' jamb 0 'op ®/ e 0 INTERIOR 000 II%t�i;\��r\\r\ram\\I \\\\\\\\iii • • F�� •1-1 /4''l . • • • • = i""�'= • • EM(► IPAP.) • • • • • • • N 1-1/4' MIN. EMB. (TYP.) CROSS SECTION (DHOR1ZONTAL Shown DireitigrMdS Ty • • • • • • ` Shown Direct to Masonry Outswing oply w/ 6-94116 jamb: : • Outswing only w/ 6 9/16' jamb • • • • • • • • • • • • •• • • •• • • •• • • • • • • HORIZONTAL CROSS SECTION 0 t0 U 0 O 0 PART OR ASSEMBLY: UPDATE 70 6TH ED. (2017) FBC (/) z 0 0 z DATE: 08/02/ 6 scALE. N.T.S. °sG. JK CHK. er: LFS DRAWING NO.: FL-20470.7 ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• f 0 • • • • • • • • • SHEET 6 OF /22 0 2016 R.W. BUILDING CONSULTAN ngs\FL-20470 (2017) R:\clients\Therma Tnl PERMANENT\A - Florida Product Approvals \ FL-20470 HVHZ TT Notes: 1. Sill Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1/7' pfh screws at each end. Sill Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1/7' pfh screws at each end. Sill Item # 15 is attached to jambs utilizing (2) #10 X 7' pph SMS at each end. lO7 VERTICAL CROSS SECTION Inswing HI EDVERTICAL CROSS SECTION Outswing Sill (Coastal Sill Shown) EXTERIOR • C)VERTICAL CROSS SECTION Inswing Sill • • • • • • •• VERWMCIAL CROSS SECTION • • • • ubfisAccessS: • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • 0 0 ixp y L5 Liu IL 0 a PART OR ASSEMBLY: } m UPDATE TO 6TH ED. (2017)FBC 0 d OATS 08/02/ 6 SCALE N.T.S. owc. ar: JK ail( Err: LFS DRAWING NO.: FL-20470.7 SHEET 7 OF 12 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ® 201 6 R.W. BUILDING CONSULT Drawings\FL-20470 (2017)\FL-20470.7-9.dw lorlda Product Approvals\FL-20 R:\alerts\Therma Tru PERMANENT\A MASONRY (nP.) 2X BUCK ANCHORING (3) #8x2-1/7 PFH WS JAMB TO HEAD DETAIL (TYP.I FRAME ANCHORING •• ••• • . • • • •• • • • • • • • • • •• ••• •• • • • •• • •O• • ••• • ••• • • • • • • • • • • • • • • • • a • • -• • • • • • • • • • •• • • •• • • •• • • • • • . • o: 0 BUCK & FRAME ANCHORING >- m UPDATE TO 6TH ED. (2017) FBC to ce O 0 O Z 0 DAM 08/02/ 6- SC m N.T.S Dwc. BY: JK CHK. BY: LFS 3 d DRAWING NO.: FL-20470.7 0 SHEEP 8 OF 12 ••• • • • • ••• • • • • • • • , • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ngs\FL-20470 (2017)\FL-20470.7-9.dwg, 9.1 2X BUCK 1 X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY LATCH & DEADBOLT DETAIL Kwikset 2X BUCK I X BUCK DIRECT TO MASONRY 2X BUCK 1 X BUCK DIRECT TO MASONRY LATCH & DEADBOLT DETAIL Schlage Security Sub Strike Plate LATCH & DEADBOLT STRIKE DETAILS SEE LATCH & DEADBOLT DETAIL STR KE JAMB Latch and Deadbolt SEE HINGE DETAIL (TYP.) O NO 0 n0 HINGE JAMB SEE TONGUE STRIKE DETAIL (TYP.) SEE LATCH & DEADBOLT DETAIL STR KE JAMB Multipoint Lock 2X BUCK 1X BUCK SIRECPEO • • • • • • Ms0 P' DIRECT TO � • MULTIPOINT LOCK STRIKE DETAILS MASONRY 2X BUCK 1 X BUCK DIRECT TO MASONRY 2X BUCK IX BUCK DIRECT TO MASONRY TONGUE STRIKE DETAIL Multipoint Lock DEADBOLT STRIKE DETAILS (Security Deadbolt Strike Plate) • •• • • • •• • • • • • • • • • • • • HINT E DgTAIL •• • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • LATCH & DEADBOLT DETAIL Multipoint Lock U 0 a. PART OR ASSEMBLY: HARDWARE DETAILS UPDATE TO 6TH ED. (2017) FBC z 0 n w 0 0 z DATE:08/02/ 6 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20470.7 SHEET 9 OF 12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • a R:\Olents\Therms Tru PERMANENT\A - Florida Product Approvals\FL-20470 HVHZ TT - Composite\C - Drawings \ FL-20470 (2017)\FL-20470.7-9 CELLULAR GLAZING TAPE DOW 995 OR SIKA 552 # 10 X 1-1 /2' PPH SMS EXTERIOR INTERIOR 1 /2" GLASS BITE 1"THK. GLASS 1/8"TEMPERED GLASS 1 /2" AIR SPACE 5/37'ANNEALED GLASS 0.090" PVB INTERLAYER (SAFLEX OR KURARAY BUTACITE) 1/8" ANNEALED GLASS SWIGGLE GLAZING SPACER G1 GLAZING DETAIL Aluminum Impact Life Frame Door Panels & SideFtes 3A ALUMINUM FRAME Aluminum Impact Ute Frame Door Panels & Sidelites 4" (TYP.) 20.88" D.L.O. WIDTH #10 X 1-1/2" PPH SMS (TYP.) 1 T ALUMINUM LITE FRAME INTERNAL GRID (GBG) PRIVACY INSERT WROUGHT IRON INSERT DECORATIVE INSERT 1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS •• • • • • • • • • •• • • . • • • • . • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • mo � o N c w xa m 0 0 a 0 GLAZING DETAILS } m UPDATE TO 6TH ED. (2017) FBC N. 0 z DATE: 08/02/ 6 SCAM N.T.S. owc. err: JK CHK. BY: LFS DRAWING NO.: FL-20470.7 SHEET 10 OF 12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •" • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 2016 R.W. Buie • R:\OIents\Thermo Tni PERMANENT\A - Florida Product Approvals \FL-20470 HVHZ TT - Composite\C - Drawings \ FL-20470 (2017)\FL-20470.7-9 7.59" .6-„-) INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1/7' 33 INSWING THRESHOLD Inswing Basic Fixed Sill 34 INSWING THRESHOLD Inswing Moderate Climate S81-3/8" $5 INSWING THRESHOLD Inswing Moderate Clmate Sill 36 INSWING THRESHOLD Inswing Basic Faed 5-3/4" Sill 37 INSWING THRESHOLD Inswing Basic Fixed 7-1 /7' Sill 38 INSWING THRESHOLD Inswing Composite Adjustable Sill 39 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill CO 0 6.0" 15 PUBLIC ACCESS THRESHOLD --1.79" —►{ 1--1.92' o O SWEEP O SWEEP 0 To 0 Io • • • • F- .36" • • • • • • •._• • • • •• •l• •• • /MI F� � 1 4.56" 2.36" OWOOD JAMB 16 OUTSWING THRESHOLD Composite Sill MAX. t55 PSF (where water In511roilon is requIred) OUTSWING THRESHOLD Composite / Aluminum SDI 18 OUTSWING THRESHOLD Composite / Aluminum Sill (Thermal Break) •♦ ••• • • • •f • •• • •••I • • • • • • • • • • SWEEP • • o • • • • • • • 4.56" COASpL OUISWING THRESHOLD • Wood lialluminumS111 • Ito w0 CO 0 0 0 0 COMPONENTS UPDATE TO 6TH ED. (2017) FBC to z 0 ET) cc w 0 0 z GATE 08/02/ 6 SCAM N.T.S. DWG. BY: JK CHK. er: LFS DRAWING NO.: FL-20470.7 SHEET T 1 OF 12 000 • • • • 000 • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• 000 • • • 000 • • Drawings \FL-20470 (2017)\R-20470.7-9.dwg, R:\Oients\Therma Tru PERMANENT\A - Florida Product Approvals \FL-20470 HVHZ TT - Com BILL OF MATERIALS BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL REM # DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 #8 x 2-1/2" PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1/4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L #10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE W/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE W/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) _ 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) _ 17 OUTSWING THRESHOLD ALUM/COMP , 42 DOOR PANEL (U1) _ _ 18 OUTSWING THRESHOLD ALUM/COMP 19 COASTAL OUTSWING THRESHOLD ALUM/WOOD 22 #8 x 3/4" PFH WOOD SCREW STEEL 23 #10 x 3/4" PFH WOOD SCREW STEEL 24 #10 x 1" PFH WOOD SCREW STEEL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: •• • • • • •• • • • • • ••• ••• • ANCHOR.' ... -T4'E • • • ANCHOR '.. •SIZE• ' • • • .. MIN:.' *EMBEDMENT..TO • • . MIN: 'CLEARANCE MASONRY` EDGE... MIN. CLEARANCE TO ADJACENT: ..ANCHOR. _`: . ,,,�1,.• • Se • i4Pi016 • • • •L1/4" • i4"* • • • 0 • 2" 4" .•ELCa• ULTRACON• •• 1/4" • •• 1-1/4" 1" 4" 11VV • TAPCON 3/16" • • • 1-1/4" AS SHOWN 1-1/2" WOOD SC••REW tiSTALLAVN=JOTEJ: 1. Maintai• a m nipium i/8'#dge dis4pnce, "end distance, & 1"o.c. spacing of • woos c itws tr: prevent the •plittingof wood. • • • 0 a PART OR ASSEMBLY: BILL OF MATERIALS UPDATE TO 6TH ED. (2017) FBC REVISIONS 0 0 z DATE 08/02/ 6 SEALE, N.T.S. DWG. B: JK CHIC ETD LFS DRAWING NO.. FL-20470.7 SHEET 12 OF 12 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• i• • • • •• •• • • • • 0 • • • • • • • ® 201 6 R.W. BUILDING CONSUL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25tb 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-Dadee Cornaty Product Controf Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami -Dade bounty) reseiVe flee right to have thisproduct or material tested forquality assurance purposes. If this r or material fails to P rP P p�l'F� . . perform in the accepted manner, the manufacturer will incur the expense of such t��tj tg and the A, HJ mad immediately revoke, modify, or suspend the use of such product or material withzn• trig jurislibtibh' REP • • • • reserves the right to revoke this acceptance, if it is determined by Miami -Dad& 4 u ty Product.Contro .:.. • Section that this product or material fails to meet the requirements of the applicable buHd ng coact.. .• This product is approved as described herein, and has been designed to comply 'Oit 'tie Florida•Buil_ding •• • Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series -"Sentinel 130" Aluminum Fixed_Window - L. . f •'.,• •• •• • • --- APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed" 4indow (L.M.L) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 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. ivIIAIVII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • • • • • • • • • MIAMI-DADE COUNTY VNOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 Page 1 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. . • •• .. •• • B. TESTS ..... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading ger;1' 1:C TAS2t)2-94• • 2) Large Missile Impact Test per FBC, TAS 20144 • •• 3) Cyclic Wind Pressure Loading per FBC, TAS443-94 . along with marked -up drawings and installation diagram of t Stfits 750Q•Pik fixed.:.. • window, to qualify DuPont "Butacite" PVB interlayer, Duraseal( and Sup 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,L'.E.•• • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading petABC Ti S.242-94 . . 2) Large Missile Impact Test per FBC, TAS 201-94 •• • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per 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) Unifoun Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Testper 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. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abralmm, P.E. (Submitted under NOA No.10-0510.13) . anuel P.E. Product Contr Esa iner NOA No. 7- 18.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tb Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under 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 AeNez sours•& Co., Inc. • for their "DuPont SentryGlas® Interlayer" dated 08/25/11, e ding on0.1./1��17. .• 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont 13e1 a ours & J o., Inc„ • for their "DuPont Butacite® PVB Interlayer" dated 04/11/131eitring on 12/11/16: 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Cheiti e2i1 Company (MA)' •: • • for their "Saflex Clear and Color Glass interlayers"dated 0 1 /1i, expl i1 .on 05/21/16. • • 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Ch&rnitae Company (MA) • for their "Saflex CP - Saflex and Saflex HP Composite G1asr I i'ejlayers Mil PET Core" dated 06/19/14, expiring on 12/11/18. .. . .• . • . •• . .. • F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th 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 NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Perez Product Control Exa�nin r NOA No. 17-0 07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 AlumFixed 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 G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated July 15, 2017, prepared by Al-Farooq Uor, ?oration, signed ant1•• •: • sealed by Javad Ahmad, P.E. • • • •... 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourtt: TRER) • • • • • .• . . . . ..•• • .... • E. MATERIAL CERTIFICATIONS . .. •. 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray tmeJlca, Iur.•;or their . "SentryGlas® (Clear and White) Glass Interlayers" datet1.05/25/15,• expiring or• • • •; • 07/04/18. • .. • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP —Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — M.1. approved on--Q6/25/15 and expiring on 09/22/20. E-3 Manuel Pyfe P.E. Product Control(E miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 6" MAX. HEAD/SILL CORNERS 4 FLANGE WIDTH D.L. OPG. I I II I I 11 -r 18" MAX. SHORTER SIDES lO I I I I u u 48" BUCK WIDTH D.L OPG. JL 11 11 I1 1/ 1I -T 11 II 11 L LL 1r FALSE MUNTINS (SURFACEOPTIOAPPUED) FLANGE~& FLANGE ADAPTOR FRAME SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FlX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE STSI EM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTD CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE FTC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL 8" MAX. SHORTER SIDES EQUAL LEG FRAME WINDOW WIDTH Ir 4 FLANGE WIDTH D.L. OPG. 6" MAX. HEAD/SILL CORNERS WINDOW WIDTH 1 WINDOW WIDTH WINDOW WIDTH • ;4 • • • •• ••• •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • • • • • 18" MAX SHORTER SIDES L W. WIDTH 1 f .1 • U • • 3 • • • • • • • 'o U O TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE, TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 96" BUCK HEIGHT D.L OPG. II!• II II�� r 6" MAX. CORNERS DAYI TTE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" SE) 3 2017 PRODUCT REVISED as complying with the Florida •BuildM • lode • nDA-N•. 17-0918.07 • • *Oration Date 09_ 2020 • •BY Mlem ' ade Product 'Con fr4I ALLOWABLE LOADS FOR ALTERNATE SHAPES SHOWN AB4VE bt SIMI CAN E VERIFIED BY INSCRIBING PICTURE WIND01% SHAPE W�I-w7 SQUAQE � 7 REC 1GLE40 SHOWN IN DOTTED LINES AND OBTAINING 7yLOWABL6 LOADS FROy THOSF•SHAPES. Wi r, 3 STRAIGHT SIDES LAM GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT J a YJ U 0 v FAX. (305) 593-6592 0 9 0 B i 5 4 Q 3 9 n 0 g 0 0 c �b. 01-30-10 8 drawing no. W10-02 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • sheet 1 of 6 ar BUCK WIDTH D.L OPG. 6' MAX. HEAD/SILL CORNERS 16" MAX. STRAIGHT SIDES 0 a = g I JI_ 1L Ir n y 11 -it41. 62 48' BUCK WIDTH D.L OPG. I II I I II _ L rr II II r -rr II I I FALSE MUNTINS (SURFACE APPUED) OPTIONAL • L. 16' MAX. STRAIGHT SIDES 6" MAX. HEAD/SILL CORNERS FIN FRAMES BUCK WIDTH D.L OPG. 16' MAX. STRAIGHT SIDES TYPICAL ELEVATIONS ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • • tlRODUCT REVISED • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • as complying with the Florida Building Code NOA-No. 17-0918.07 • • •PxPi : Ron bate 09/2 020 • •B ✓ Y � �Mla '+- ade Produc • • 7 16" MAX. STRAIGHT SIDES ro ,u J a a al 0 n a NO CHANGE THIS SHEET 6 2 UPDATED TO 2017 FUG a 0 B c drawing no. W1 0-02 sheet 1.1of 6 • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'h'Ci' GLASS TYPES 'D'&'D1' WIDTH ('N) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24" 30' 36' 42" 48' 54' 60' 61' c--"36 23' 29' 35' 41' 47' 53" 59' 60' 35. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0„ 80.0 80.0 __B0.0 80.0 80.0 I 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 24' 30' 36' 42' 48' 54' 60" 61' 4.8, , 23' 29" 35" 41" 47" 53" 59" 60' 47, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.D 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 24" 30' 36' ,42- 48' 54" 60' 61' 60' 23" 29' 35' 41' 47' 53' 59" 60" 59' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.8 48.8 65.1 65.1 24" 30' 36' 42" 48' 54' 60" 61' 72. 23' 29' 35" 41" 47' 53' 59' 60" 71' 80,0 80.0 80.0 BOA 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 51.3 61.3 80.0 80.0 54.3 54.3 72.5 725 48.8 48.8 65.1 65.1 48.0 48.0 64.0 64.0 24' 30' 36' 42' 48' 54' 56" 84" 23" 29' 35' 41' 47" 53' 55' �. 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 70.0 70.0 80.0. 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 725 52.4 52.4 69.8 69.8 24" 30' 36' 42' 48' 49' 97. 23' 29' 35' 41' 47' 48' 96" 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 75.6 75.8 80.0 80.0 65.2 65.2 80.0 80.0 60.6 60.6 80.0 80.0 59.6 59.6 60.0 80.0 24' 30' 36" 42" 46" 102' 23' 29' 35- 41' 45' 101' 80.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 74.6 74.6 80.0 80.0 65.7 65.7 80.0 80.0 59.3 59.3 80.0 60.0 24" 30" 36" 42" 44' 108' 23' 29' 35' 41' 43' 107' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.8 73.8 80.0 80.0 62.4 62.4 80.0 80.0 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'a'CI' GLASS TYPES 'D'k'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) E30.(+) 1NT.(-) 24' 23' 60.0 B0.0 80.0 80.0 30• 114' 29• 113' 80.0 60.0 80.0 80.0 36' 35' 73.0 73.0 80.0 80.0 41" 40' 61.4 61.4 80.0 80.0 24" 23" B0.0 80.0 80.0 80.0 30" 120' 29' 119„ 80.0 80.0 80.0 80.0 36' 35' 72.4 72.4 80.0 80.0 39" 38" 65.9 65.9 80.0 80.0 24" 23' 80.0 80.0 80.0 80.0 30' 121" 29' 120' 80.0 80.0 80.0 80,0 36' 35' 72.3 72.3 80.0 80.0 39' 38' 65.8 65.8 80.0 ' 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. DUCK DIMS. GLASS TYPES 'C'a'CI' GLASS TYPES 'D'ab1' WIDTH (W) LENGTH (I.) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EM.(+) 1NT.(-) 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 37' 26, 36" 25, 80.0 80.0 80.0 80.0 48' 47' 80.0 80.0 80.0 80.0 53-1/8' 52-1/8" 80.0 80.0 80.0 80.0 61' 60' 80.0 80.0 80.0 80.0 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 26-1/2' 25-1/2" 80.0 80.0 80.0 80.0 37' 38-3/8' 35' 37-3/8" 80.0 80.0 80.0 80.0 48" 47' 77.1 77.1 80.0 80.0 53-1/8' 52-1/8" 77.1 77.1 80.0 80.0. 61' 60' 77.1 77.1 80.0 80.0 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 26-1/2' 25-1/2" 80.0 80.0 80.0 80.0 37' 50-5/8" 36' 80.0 80.0 80.0 80.0 48' 47' 49-5/8" 61.3 61.3 80.0 80.0 53-1/8' 52-1/8" 58.0 58.0 77.4 77.4 61' 60' 58.0 58.0 77.4 77.4 75-1/4" 74-1/4" 58.0 58.0 77.4 77.4 93-3/4' 92-3/4" 58.0 58.0 76.5 76.5 19-1/8" 18-1/8' 80.0 80.0 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 37" 36' 80.0 80.0 80.0 80.0 48" 63, 47' 62, 81.3 61.3 80.0 80.0 53-1/8' 52-1/8' S5.3 55.3 73.7 73.7 61' 60' 48.0 48.0 64.0 64.0 75-1/4" 74-1/4' 46• • •1•514 • 6199 •61.9 • 19-1/8" 18-i/8' 11.0 eo. • 8 • Elko � 26-1/2" 25-1/2' 801 8%4 • 801 • %1.0 • 37' 76' 36" 75' 78.9 • 78.9• • • • BURL • Elbe• • •-6• 61.3 1.3 • • ,_ 80.0 • • • B0.0 48' 47' 53-1/8" 52-1/8' 55.3 55.3 73.7 73.7 81' 60' 48.0 48.0 64.0 64.0 • ••• ANCHOR SPACING TO BE AS PER `HE'S 1 j: 1.1 + • • • • •• • • • • • •• • ••• • • • • • • •• • • L 3 W ftOIE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE BUCK DIMS FLANGE FRAME FLANGE DIMS BUCK DIMS L ...IL FGUAL IFG FRAME BUCK DIMS FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • DECS4J<TORY STATEMENT DCAO5-DEC-219 • • • • \ • • • c n17 PRODUCT REVISED as complying with the Florida Building Code Non-N•.c • 17-0918.07 • • • •Ex rat l Date 09/2 2020 :By l d 6n NRam side roduct nVo'� \\1\Ii 1ilT/j7j ��•'•\,AGEN6E . 70592 '[ -TE OF oNALt�\\�`� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • z pm F O 2. Q2 CCOD`8 OWN vL Mot 0 t eo o at; D Z 4 0 O'Sta ff aW��6 Zy v SSE 5 a 0 35 3 r4i 12 12 FAX. (305) 59 n 6 5 ge NO CHANGE THIS SHEET B 6 r 5 a 8 c Xi 1,1 '5 drawing no. W10-02 sheet 2 of 6 3/16' ANN..GLASS .075" Interlayer "—. Saflex CP With PET Core 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc' OR .090" Interlayer Trosifol PVB By 'kuroray America. Inc.' 3/16" HEAT STREN'D GLASS Ir iMM �© VWYY� UI1i�,,. ' ®AT 1/4 ON LRES WIDER THAN 36' 61 GLASS TYPE 'C' 7/16' OVERALL LAM. GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995. (L.M.I. & S.M.I.) 3/16' HEAT STREN'D Glace .075" Interlayer Saflex CP With PET Core 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass 'Eastman Chemical Co: 0R .090" Interlayer SentryGles By 'Kuraray America, Inc.' OR .090' Interlayer Trosifol PVB By 'kuroray America, Inc' 3/16' HEAT STREN'D GLASS Mr avai T? ,' Ll � SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 ®AT 1/4 PORTS ON LITES WIDER THAN 36' GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 3/8' AIR SPACE 3/16" HEAT STREN'D GLASS 3/16" ANN. GLASS .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Interlayer SentryGlos By 'Kuroray Americo, Inc.' 0R 090" Interlayer Trosifol PVB • By 'kuroray Americo, Inc.' 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'WAND(' OR SUPER SPACER BY 'OUANEX' AT 1/4 PO NTS ALL SIZES GLASS TYPE 'CI' i' OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' 4) '01' MUST BE TEMPERED. (L.M.I. ONLY) 3/16' HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Interlayer Saflex Clear And Color Glase By 'Eastman Chemical Co' OR .090" Interlayer SentryClos By 'Rummy America, Inc.' OR ..090" Interlayer Trosifol PVB By 'kuraroy America, Inc.' 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 z SI GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER •SIV•STEel. BlI 'CAFOINAL'• • •• OR• • • • • • • • DUI 4SEAL•Ele '0•ANBK' • • • Mel• • • • ••• • SUIeER 4PA6ER N '411AN4X' • • • • • •• • • • •• AT 1/4 PO NTS ALL SIZES GLASS TYP D1' 1" OVERALL INSU` TAN. Gn• • • • • • • • •• • • • UCONE Pa N 00'141111 1 L o f SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL GLASS TYPES 'Cl & ')1' cc? j It 2.g17 PRODUCT REVISED as complying with the Florida Building Code • • • • NOA-No• 0 IP-0918.07 • • • Ex WaYgrate.9/22/2020 • • • • ••BY • • Miam • • • • • • • • • • ♦ • • • • • • • • • • • • • • •• •• • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • • • HEV t4 12 5Hnl N vi$,L6' 0 61 S drawing no. W10-02 (sheet 3 of 6 ' TYPICAL INSTALLATION DETAILS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3638) /� TEL (305) 264 B100 FAX (905) 2626078 v ( COMP-ANL\W10-02CG1) THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW `INSTALLATION DETAILS THRU' 1X �I// WOOD BUCKS INTO CONCRETE FLANGE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE TYPICAL ANCHORS INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE I/4° MAX. INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ' SEE ELEV.SHIMS ,ill FOR SPACING 2BY WOOD BUCKOR WOOD STRUCTURE TYPICAL ANCHORS AL STRUCTURE © 0 V• �\ �- u '� = SEE ELEV. FOR PACING :° M2 TYPICAL ANCHORS rFOR CDY2 � y SPACING ® ld �.l all hum i. _ A WWI, m. lair -V` ® IN. 111M1111 RI ° Il N it J [SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.I.)(s.M.l.))' CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FA3. (305) 593-6592 w000 °.v ° " I BY - BUCK TYPICAL ANCHORS°" ,SEE ELEV. �:„y FOR SPACING 0,I l ® a < m 1/4" MAX .' EQUAL LEG EQUAL LEG SHIMS EQUAL LEG EQUAL LEG ° v 2BY W000 BUCK OR M2 METAL B 1 A l WOOD STRUCTURE L' 1 STRUCTURE E3 ! !I 3 Fi]Il < N FOR SPACING M3 e ° M3 - - - - - j 0 / 1K�O—rppm ° _�� _ — © IifA�i11E) — o .nIflu '0 iS 6 11, 2 2 UPDATED TO 201E RIC N0 CHANGE THIS SHEET UPDATED TO 2017 RIC ® �rl TAINQ TYPICAL ANCHORS o SEFORNGv WOOD ° " o - I' BUCK TYPICAL ANCHORS SEE ELEV.^ FOR SPACING © I ® TYPICAL ANCHORS I SEE ELEV. FOR PACING E3 1L_Ei1 H • PRODUCT REVISED " as complying with the Florida Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. n' Expiration Date 09/22/2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM LS o a > _ _ - o • D.ce „ m giP TYPICAL ANCHORS: SEE E1EV. FOR SPACING �1/ AND TRANSFER THEM TO THE BUILDING STRUCTURE. By 'HII 1 /4" DIA. KWIK-CON 11 BY T1' (Fu=163 KSI• Fy=157 KSq Mlamf-0a•T • • • • • • • • • • • \\Il11111I/ 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=tss KST) #14 SMS OR SFJF DRIIIINR SCREWS (GRADE 2 CRS) •t- to t `t:.( • •• • `4 �iy 0 u c - b o 5 a ---- �-- • a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-)/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/6" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •" • • • INTO CONCRETE AND MA RY • • 2• M. : : • • • ON =•2-i/ • •• • INTO WOOD STRUCNRLs t 1"4.AMJr • • •�;Q•1, tl [D�i INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, 0 S 'Ca = 000 IN. �-i• !� •S • • • • C-90 HOLLOW/F1LLFp B`OCic JAMBS im t 2 S1 MIN• • • . . • . . • • • • • • • • • • • • • • • • . • • • • • •• • • • • •• . " � . '• _ 7 '�rY �• •� • ., / �i'C °NAL •AFO i�' EN �� I = *• = tr_ �� TE OF r 40,7,.. SDP• ��; �s� l\I��`\ drawing no. W 0-02 (sheet 4 of fi • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • TYPICAL INSTALLATION DETAILS #�• {F,.0 tV N o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW AL-FAROOQ CORPORATION ENGINEERS 9. PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 284-8100 FAX. (305) 28243978 COMP-ANL\WI, INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR TYPICAL ANCHORS 1/4' MAX. I I SEE ELEV. 2BY WOOD BUCK FOR SPACING OR WOOD STRUCTURE SHIMS TYPICAL ANCHORS METAL STRUCTURE B S ® ® A3 / SEE ELEV. FOR SPACING c : ® TYPICAL ANCHORS SEE ELEV. ® pri_ h% "'J T FOR SPACING © Lis �d%r i C3 mamcek m _ m '�n� a — J N 3 o o o N ^ CGI Windows and Doors, Inc. 10100 N.W. 2511-1 STREET MIAMI, FL 33172 TEL (305) 593-6590 FA2). (305) 593-6592 ® i•i�illF I LT __ �-V, - �jn1J 1 1/4' L�� MIN. m m WOOD ev .. , . 1 BY ' BUCK U " T'PICPL AFiCHORS Inn/ SEE ELEV. FOR SPACING ® I ® a ® © ® _ rn 2 3/8' MIN. 1/4' BUCK HEIGHT 1/4' MAX. GAP GAP R WOSTRUCTURE NOT BY CGI NOT 1/2• MIN. 1/2' IN. n CI , 0 2 3/8' MIN. `_ j FIN FRAME a M2 BACKBED n CAULKING iN_ \\\ TYPICAL ANCHORS: SEE ELEV. FOR SPACING J .- \\\\ #B SMj (GRADE 2 CRS) NO CHANCE THIS SHEET NO CHANCE THIS SHEET UPDATED TO 2014 MC NO CHANGE THIS SHEET UPDATED TO 2017 F3C INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD .� BUCK DEPTH SHALL BE 23¢". 1 a< THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMIIIIO. (�E�) noTSeYWcc v 6 EXTERIOR BUCK WIDTH BUCK WIDTH 11111 Fr --'7 I I I I MIAMI-DARE COUNTY _APPROVED MUWON rr 11 MIAMI-DADE COUNTY APPROVED !, MULLION & MULLION ANCHORS II• 1 o ^@Ma: 77 o o ° NINN .: i 1 I 1 I, 11 & MULLION ANCHORS SEE SEPARATE NOA SEE SEPARATE NOA • • • • 4i • • • • • • • • I • •i • �F? 1 tl �tl� ``tullnuut�N1 PP O At � , \ ,P.•• GEMS C! i -:-: _ __.-., PRODUCT REVISED I I I as complying with the Florida N•' T� '� I L __J BuildingCode NOA-No. 1 . T!T __ , rr • Ttyl ANCHORS • :091i•i 7 • • � Pl�tionDatd•091¢2/20f0 'oe -TEOF ,•2�, drawing no. W10_02 It • •FORING • Y II" #14 X 1' SMS. • • • • By- �� s °RIC'...e.*' \ • • • � • • •• •Mia ade Pr : on ��r�"! NAL � \ \ (sheet rj of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • e • • • • • • •• •• Et FLANGE FRAME EO FLUSH FRAME/FIN FRAME GLAZING BEAD (LAM. GLASS) ri-.120 .995 L1.184 E4 GLAZING BEAD (LAM. INSUL GLASS) .050 1.000 its .500 I� M4 GLAZING ANGLE (LAM. INSUL GI ASS) 1.130 .065 1.550 1L .050 1.660 1.395-- I NAIL FIN ADAPTER 550 OFLANGE ADAPTOR .180 8 1.3951 r 180 O50 .06 FLUSH FRAME COVER .050 OSCREW COVER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CG1-118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI-119 4/ WDW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 C01-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI-109 4/ WOW. FRONT FLANGE ADAPTOR 6063-76 - M1 CGI-362V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-B0 SHORE A 142 CGI-124 AS RE00. SCREW COVER- OPTIONAL PVC - tt3 CGI-112 AS READ. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 6063-T5 - M5 - 2/ LITE SETTING BLOCKS EPDIA DUROMETER 8555 SHORE A . 52 fll X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - CIRCULAR WINDOWS • • WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS Y • • • • • • • • • • �� o i` 2.11:11 •• • • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 • • • • • • • • ••t • • • • Expiration Date409L1112f2010 • • • • • ��L_ _ Yiril w • • • • BY • • • • • *ile • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • ro‘V ✓i J 3 i SERIES SENTINEL FAX. (305) 593-6592 0 n NO CHANGE THIS SHEET 0 6 R a UPDATED TO 2017 FOC 8 c S drawing no. W10-02 sheet 6 of 6j M IAM IDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy CGI Windows and Doors, Inc. 10100 NW 25th Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Conk ty. ER - Product Control Section to be used in Miami Dade County and other areas where $Ilowed by the Authority • Having Jurisdiction (AHJ). •• '•"" . This NOA shall not be valid after the expiration date stated below. The Miami-DadeTW4 ProducMontrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CQd.a) reseve the right to have this product or material tested for quality assurance purposes. If this proUt pt mate Mils to perform in the accepted manner, the manufacturer will incur the expense of such testing and the.AHJ may immediately revoke, modify, orsuspend the use of such product or material within•teeiii• jurisdict►ion..RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade iit' Product•Control Section that this product or material fails to meet the requirements of the applicable 1uilding code;. • This product is approved as described herein, and has been designed to comply vwth Florida Building • • Code, including the High Velocity Hurricane Zone. "•• "•'• iESCRIP,TION: Series Clipped, Extruded Aluminum Tube Mullion: L.M.I. 1 • • . . • • • APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product' Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be consideredafter 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# 15-0420.08 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. MIAMI-DADE COUNTY APPROVED \ NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 Page 1 . . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. • .. .... • B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • 2) Uniform Static Air Pressure Test, Loading,perng, TA •2A2.94 3) Water Resistance Test, per FBC, TAS 202-94 .. • 4) Small Missile Impact Test per FBC, TAS 204.94. • •...•• 5) Large Missile Impact Test per FBC, TAS 20:'94•: • along with marked -up drawings and installation diagram of casementwindours mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurr �e f esting. i.4, Inc.,, Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens N5..Pand 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manue Pere Product Control Exa' NOA No. 18-012.08 Expiration Date: March 28, 2023 Approval Date: March 29. 2018 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th. Edition (:2014),•and of no • • • financial interest, dated April 13, 2015, issued by Al-Farooq COorparation,•/itie.d and sealed by Javad Ahmad, P.E. • 2. Laboratory compliance letters for Test Report No. HTL-00804f008, speerrrens 1. and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and Sealed by • • • • • • • Vinu J. Abraham, P.E. • • • • • • • (Submitted under NOA No. 08-0331.07) • • • • • • 3. Laboratory compliance letters for Test Report No. HTL-00$0-03a3-96; •issted by. Hurricane Test Laboratory, Inc., dated 03/06/96, signed and •Wle{l by T�ipigthy S.. Marshall, P.E. • ••• •• • (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuel ' rez, '.E. Product Contro x. iner NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29. 2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyin with F C.6{1'. Edition (2017), dated 10/04/17, prepared by Al-Farooq CorporatiQl1,SignedApc� • • • • • •. sealed by Javad Ahmad, P.E. .. •• • , D. • • • •• • ••••s1• • • • • QUALITY ASSURANCE • • . • • • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resourc4AR) • E. MATERIAL CERTIFICATIONS 1. None. • • . • •• , F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6tb Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez, P E. Product Control 9 a i ' i er NOA No. 18- 1 29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 1-1.0001 F 125 2.000 —.125 AL—FAROOQ CORPORATION a l ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) /'� TEL (306) 264 8100 FAX. (305) 262-6978 {r /// I / k" 1%" 250" TYP HOLE Fa "111\1\1"\111 2.000 .125 1111 ;�-_�t�s'' it 3• 4.000 II� �I TYPICAL GLAZING PRODUCT 2.000 ANGLE` Ix = 1X2 .332 IN\43sa•Sx .332 IN MULLION 3 M/H *$FJJ 1 Y it 6.0I00 I + 2.000 3.000 --4.000 — _CUP ,!' 6063-T6 —2,000- r.12 �` 6063-T6 A rL000.1 125 4.000 125 3.000 a } 1 ,125 ' ' MULLIONS 2.000_1 CONTAINING TYPICAL GLAZING PRODUCTS Series Clipped, Extruded Aluminum Tube Mullion—LMI CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 n zxexslo HORIZONTAL OR VERTICAL MULLO )I 2" 1.688 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 3" 2.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 4" 3.688 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED Ix Sa = .9502 w\a = .6335 IN\3 1 X3 MULLION 6" 5.688 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. Ix =•29762`IN\4 • sx = 1.4861,, IN\3 2X4 MULLION RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY a 715 NOTES: - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 6063-T6 1.875 .125 REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYHURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 6063-T6 - I-1.0001_r 125 f - - — 2.000�� r NOTE REV. UPDATED TO 2010 FBC UPDATED TO 2014 FBC REV. PER RER COMMENTS UPDATED TO 2017 FBC 6.000 `` L * a t Ir P.125 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 4.000 MULLION CUP FOR 1 BY TURFS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. CGI-383 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. 4.000 .125 E 6063-T6 �1.700-- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY L•"", F■1 �� BD©BD© — OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR NCE ETC. INSTRUCTIONS: • (j0N WATER IONSINFILT OT ON OWREISNATki DRAWING ARE TO BE ANALYZED SEPARATELY, - • • • • USE CHARTS AND GRAPHS AS FOLLOWS. • OND 0 V IE D �1' L�II G OFFICIAL. data: 11-25-95 )— 1 l eeela: 1/2" — 1' ) [dr. by: 7AR10 1) iehk. by: 2.000 .125 • • • • • • • • • 11111111111/// STEP 1 DETERMINE DESIGN LOAD REQUIREIP FR ASZE�7 •• �� /7 �H •• FOR PARTICULAR OPENING. •• •• •••• •pR ,ryL•�p.VI$$F�pp• �I�+® USE DADE COUNTY APPROVED IMst1la :arida '.•'' ENSF -.."CJ —� STEP 3 GLAZING PRO0I}CTS MEETING ABOVE LOAD REQUIREMENTS. Budding Code p STEP 3 USE CONNECTION TO MUWON AS PER PRODUCT Acceptance No �O Of D8 E 7. '2 - Ia = 2.0374 IN\a Sx = 1.0187 IN\3 1 X4 MULLION % ! Ix =� 8.2757 IN\4 Sx = 2.7586 IN\3 2X6 MULLION 4.000 APPROVAL nation Date USING GRAPHS ON SHEET zz LECT•AiEL!ION SIZE OITH • STEP 4 DESIGN RATING MORE THAN•OESA;N LOAD SPECIFlLt • _ - - L i/i- 2h18 1 �_ c I drawing no. M95-13A, MULLION CLIP FOR 2BY TUBES • • •• •• •• ami Me ode. C IN STEP 1 ABOVE. • •• `W• • USING ANCHOR TYPES ON jHEEj6 4 • 4 AND AiCHQQ3Iii GR • � 0 • � (� OF • �� jp1:•'' • ('ysr CGI-395 6063-T6 STEP 5 ON SHEETS 3 & 3.1, SELECT•ANCHOR•TYPE WITH D SIGN 17G • �i� ® '" �� ` MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 7/ ®i�L 11\YV` 6063-T6 6063-T6 sheet 1 of 5 ••• t • 1 • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 130 120 110 100 a 80 z 0 w 70 60 50 40 30 130 120 110 100 a 90 z 0 w 70 60 50 40 30 1 X 2 X 1/8" MULLION 38-3/9 • MULL WAN N 56" 130 120 110 100 L 90 ❑ OQ 80 z SR w 70 ❑ 60 50 40 30 1 X 3 X 1/8" MULLION 38-; /6• 50-5/8" MULL SPAN 5 63" 74- 1/4" Xl" 25 35 45 55 65 75 85 25 35 45 55 65 TRIBUTARWIDTH - INCHES `a3 C +,E) 2 X 4 X 1/8" MULLION 74-1/4" 84" 63" MULL S N 56" 50-5/8' 96' 10 9' 120" 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 130 120 110 100 90 pJ 80 z u w 70 60 50 40 30 TRIBUTARY WIDTH - INCHES ITX 6 X 1/8" MULLION 130 120 110 100 a 90 0 60 z ca 0 70 60 50 40 30 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 1 X 4 X 1/8" MULLION 56' 63' 74-1/ 50-5/6• MULL SPAN 84' 108" 74-1/4' y, 132" (ri 84• 106' 120" 96' MULL ON S 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 75 85 VERTICAL MUWON MULLION GLAZING GLAZING PRODUCT PRODUCT W1 W2 ARCHES TO 8E INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION GLAZING PRODUCT 3 3 75 85 MULLION SPAN TYPICAL MULLION ARRANGEMENT$ WIDTH (W) = wt 2+ W2 NOTE. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • • • (INITERRROLLAT10N PET1tl{EEy WjpTH'S ALLOWED) • • .• • • • • • • • • • \11\11 Illlll/l • •• • • • •• PRODUCT REVISED as centhlyino with the Florida • • • ••• ec 1,• NtPLb"" a F29.02*• • lio• • MULLIONS • tly Miami ,oduct 2 15• • • • ski: M I 0 z FAX. (305) 593-6592 0 n v 0 NO CHANGE THIS SHEET NO CHANCE THIS SHEET NO CHANGE THIS SHEET UPDATED TO 2017 FDC .0 to 9-4 0 8 drawing no. M95-13A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • sheet 2 of 5 130 120 110 100 L 0- 90 0 80 7 100 0 60 50 40 30 130 120 110 100 N a- 90 DESIGN LOA 80 70 60 50 40 30 2 ANCHORS TYPE 'A' 38-3/8" MULLION SPAN 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE 'BF' 85 38- 3/8" MU.UON SP 50-5 74 8 AN 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 130 120 110 100 T. 90 80 0 6 70 w 0 60 50 40 30 130 120 110 100 • N a 90 a 80 w 70 0 60 50 40 30 2 ANCHORS TYPE 'B' 38-3/8" MULLION SPAN 50-5/ 56 63 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE 'C' 75 85 38- 3/8" MU_LION SPAN 50-5/8" 56 63 84 96 85 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES NOTE - ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 85 130 120 110 100 hl a 90 O 80 o 70 w 60 50 40 30 2 ANCHORS TYPE 'BH' 38-3/8" M UWON 5 PAN 50 -5 5" 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 85 CUP ANCHORS GLAZING PRODUCT VERTICAL MULUON GLAZING PRODUCT 0 3 W1 CUP ANCHORS CUP ANCHORS W2 HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GIAZ NG PRODUCT i GLAZING PRODUCT ANCHOR ETAIL #1 GLAZING PRODUCT CUP ANCHORS MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = w1 +2 W2 ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TOISALTSJCJRTO REIALIKAPRJCI,URE5 • • • •• • • OOO • • • • • • • • • •• • • • •• • • • •• • ANCHOR LOAD CHAR'e • PRODUCT REVISED as complying with the Florida • • jiuildmg Co • Acceptant" r!/- r29.06 • • • IDIS • • Iw 1 * • • • 2 ANCHORS AT MULLION I!NDS• • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • > • 011 �7 = 2010 CC OF rAZ,. 110 A ‘U MULUON\M95-13A 0 0 9 6 UPDATED TO 2014 FBC 5 5 2 UPDATED TO 2017 FTC n rai drawing no. M95-13A sheet 3 of 5 130. 120 110 100 tL rn - 90 0 0 80 0 70 0 60 50 40 30 130 120 110 100 a. a 90 0 80 0 w 70 0 60 50 40 30 4 ANCHORS TYPE 'A' 38-3/8" 50-5/3" 63' 74-4' MULL ON AN 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE BF' 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 130 120 110 100 0 N a 90 0 0 80 z 70 0 60 50 40 30 4 ANCHORS TYPE 'B' 08 12 13 50-5/ 63" 74-1/ " 0 'PAN 8' 38-3/8' 130 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 75 85 130 120 110 100 rn a 90 0 o 80 w w 70 0 60 50 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 75 85 4 ANCHORS TYPE 'C' 12 13 6 4-1/4 84 M ON AN NOTE• ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 120 110 4 ANCHORS TYPE 'BH' 38-3/8" 100 _ tL a. a 90 80 z FA 70 0 60 50 50-5/8 MULL SPAN 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES CUP ANCHORS GLAZING PRODUCT W1 CUP ANCHORS VERTICAL MULLION GLAZING PRODUCT cuP ANCHORS W2 HORIZONTAL MULUON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE / �-GLAZ NGTI� ��KPRODUCT '` ,` GLAZING PRODUCT ANCHOR ErAIL #1 GLAZING PRODUCT 3 CUP ANCHORS MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) — w1 +2 W2 ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO• $BWAL•g"4UCIURGS • • • • • • • OOO • • • •• • • • •• • • • •• /�P•'VC,ENgF ANCHOR LOAD CHAR'e • • 4 ANCHORS AT MULLION •ENDS• "`iani ` °dK` PRODUCT REVISED as complying with the Florida Building Code • • •Acceptmce 'lo 1 O • B iratt Dam / • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 111111 Series Clipped, Extruded Aluminum Tube Mullion—LMI rn c L 00C 0 w c N c rn �r e 3'NM I 0 • " 3 cz-62 O � 0 FAX. (305) 593-6592 0 0 n UPDATED TO 2017 FBC 0 drawing no. M95-13A sheet 3.1of 5 ULUON ULLION a •' d' 0 ULTRACON 1/ ANGLE 1BY OR 2BY WOOD BUCK 2X 2X 1/8" ALUM ANGLE 2-5/8" LONG 1.500"" 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MULLION 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. - /2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 1/4" DIA. ULTRACON 1/ ANGLE 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE MULLION MULLION 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG 1/4" 0 ULTRACON 2/ ANGLE 1BY OR 2BY W000 BUCK 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MULLION MULLION 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG NOTCH' WOOD BUCK TO ACCOMODATE CLIP, ANGLE TO MASONRY 1/4" 0 ULTRACON 2/ ANGLE CONCRETE OR NASONRY BLOCKS 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS PRODUCT REVISED as complying with the Florida • iuidpg Code • nr • • .entence Non � .v/M (/ • . on _202g • r • • • ••• B l�.�u... 1�f • • • M Dade ProdRt Contr l►` • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • Series Clipped, Extruded Aluminum Tube Mullion—LMI MULLION\M95-13A FAX. (305) 593-6592 G 0 2 0 0 8 8 B 0 8 8 8 0 UPDATED TO 2017 FBC drawing no. M95-13A sheet 4 of 5 0 ULTRACON 1/ ANGLE MULUON CUP - MUUJON CUP 1 11 MULUON MULLION MUWON PRECAST CONC.° SILL' e 1BY OR 2BY WOOD BUCK 7 MULLION MULLION .1/4" 0 ULTRACON 2/ ANGLE 1BY OR 2BY WOOD BUCK SEE SHEET 1, FOR APPLICABLE MULLION CLIP TO 1 BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CUPS • NOTCH CUPS TO • • • MISS MARBLE SILL • �OR TRIM • • 1/4" DIA. ULTRACON 1/ ANGLE NBTCH WOOD BUCK TO ACCOMODATE CLIP. .ANGLE TO MASONRY 1/4" 0 ULTRACON 2/ ANGLE ° CONCRETE OR NASONRY BLOCKS MULLION •• ••• • • • • • •• • • •• ••• •• • • • •• PRODUCT REVISED as cmmplYmB with Eft nati 4 • R ce i0'o1z�iApB • • • v ration Date uc 2O2 • • • • • • • •• •• • • • .xMraY• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. M95-13A WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIA. ULTRACON BY ELCO' (Fu=177 KSI. Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'BF'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'C'- #14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 2 OR 4 ANCHORS TYPE 'C' SEE SHEETS 3 & 3.1 FOR CAPACITY THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 11. 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION ACCESS HOLE METAL STRUCTURE OR TUBE MULLION #14 X 3/4 FH SMS 1 PER CUP AT 1X2 & 1X3 MULLION 2 PER CUP AT LARGER MULLIONS MU WON 1BY OR 2BY TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION •• ••• • • • • • •• • • • • • • • • ``11 1 ®p,�',,7i ••• ••• •• • • • •• )t. aPNSi PRODUCT REVISED as complying with the Florida aioCode • •• • u pp1= =a at.or. • •ieati. D,te i'_`•IG • • • • • �. tL/i. r !�1 • •• • • alum ,.� • • ade Prducl Cory 70592 ` EOF (ysz. Series Clipped, Extruded Aluminum Tube Mullion—LMI rn 0 FAX. (305) 593-6592 0 5 5 5 UPDATED TO 2017 FBC 0 a drowing no. M95-13A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 5 of 5 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25' Street Miami, Fl. 33172 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/eco nomv This NOA is being issued under the applicable rules and regulations governing the use of oonstrIttion materials. Thee documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product ControLSSeotion to •• be used in Miami Dade County and other areas where allowed by the Authority Having Ju 4pn (AHJ) This NOA shall not be valid after the expiration date stated below. The Miami -Dade County.Vroduct Gontrgl SectiOh•••: (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve.the rig%i 'Weave tbic... product or material tested for quality assurance purposes. If this product or material fails•tivetform in•lirog.ccepted:..' manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolt modify, 1:t• • • • suspend the use of such product or material within their jurisdiction. RER reserv4s9]Idtright to (evoke this •. acceptance, if it is determined by Miami -Dade County Product Control Section that this yodutt or mates7el failsta•"• meet the requirements of the applicable building code. • • • • • This product is approved as described herein, and has been designed to comply with the Florida Building �'Oiie, • including the High Velocity Hurricane Zone. 1-DESCRIPTIONf Series _`160 Sentinel" -Aluminum Outswing_Glazed Doors w/woSidelites_ LIVII J APPROVAL DOCU'VIENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1.1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall beconsidered 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 # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. c_NOA No. 17-1226.05 J Expiration Date: August 08, 2023 Approval Date: February 22, 2018 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • 2) Uniform Static Air Pressure Test, Loading per F$iAS 202-9i • � 3) Water Resistance Test, per FBC, TAS 202-94(+50.0•1�SF, sill S-I.only) . 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 2().3*-V4•. . • •. ••. 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 201 9,4,E •••� . Along with manufacturer's parts and section drawing marked -up drawings Of aluminum out w/ • sidelites, by American test Lab of South Florida, Inc., Test Report No. ATtSF-418.0rirdated . 02/11/2013, signed and sealed by Henry Hatem, P.E. • • • . • •. • • 2. Test reports on: 1) Unifoini Static Air Pressure Test, Loading per FBC TAS 202.94• • • • • 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. 2. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) foiiner Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 • • E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. • • 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/2542•ai rovedbyRER. •. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS .... . . .... • . . . . • • 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Out4,1444g Door f ,..1q.1./S.1C'': sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Faroos.Cor+oration, dated . • 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E; •• B. TESTS • •• •' 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 . • . • E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Easluuan Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers.w/ PET Core", e4piing on 12/11/18. •'• 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Iin..t .their: rosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on.4'Z414/19. .... . . F. STATEMENTS • • • • • 1. Statement letter of conformance to FBC 6th Edition (2017) and of no fgnaicial iritwSt prepared by Al Farooq Corporation, dated 11/13/17, signed and sealgilk Javad knad, P • • . • •. • • • . . • • G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. • . • • . •• • . .. . • • • .•• • orge M. Plasencia, P.E. Proddct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 • • • • E-3 ti SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELRES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDD10N5 NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3/16' ANN. GLASS .075" SoflexrCP With PET Core By 'Eastman Chemical Co.' .090" Soflex Clear And Color Glass _ INTERIAYERS- By 'Eastman Chemical Ca.' .090' SentryGlas By 'Kuraray America„ Inc.' _ .090" Trosifol PVB 1{Ir By 'Kuraray America] Inc.' 3/16" ANN. GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 AT.1/4 POINTS GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS GLAZING OPTIONS INSTRUCTIONS: USE CHARTS A5. FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACMES SEE SHEET 2. FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 3. FOR SIDELTIE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/16" HEAT STREMD GLASS INTERIAYERS- _ .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090' Saflex Clear And Color Glass — By 'Eastman Chemical Co.' 090" SsntryGlas By 'Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 / / AT 1/4 POINTS GLASS TYPE 'B' 7/16' OVERALL LAM. GI e5S PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mlami-D a Product Control •• • • •• • DOORS/SIDELfTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. •SflUTICRS•ARE MOT R9DUIMED. • • OOOOO • • • • • • • •• • • • •• • • • •• FEB 1 5 2D18 • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • COMP -ANL\W13-01CG0 8 8 d .o 51 2 FAX. (305) 593-6592 drawing no. W 1 3 — 0 1 sheet 1 of 13 3/16' TEMPERED GI css 3/8' AIR SPACE 3/16" ANNFAI FD GLASS .090" Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 3/16' TEMPERED GLASS 3/8" AJR SPACE 3/16" ANNEALED GLASS .075" Interlayer Satins CP With PET Core By 'Eastman Chemical Co.' r-3/16" HEAT STREN'D GLASS 3/16° HEAT STREN'D GLASS SIUCONE SILICONE DOWSIL 995 DOWSIL 995 r00WSIL 899 rDOWSIL 899 GE-1200 / GE-1200 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX. OR SUPER SPACER BY 'QUANEX' / OR KOOISPACE 4SG TPS BY 'KOMMERUNG' AT 1/4 POINTS GLASS TYPE 'Cl 1' OVERALL INSUL LAM. GLASS } XL EDGE SPACER Si. STEEL BY 'CARDINAL' 0R DURASEAL BY 'QUANEX' / 0R SUPER SPACER BY 'OUANEX' / 0R KOOISPACE 4SG TPS BY 'KOMMERLING' AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GI ess GLA7ING OPTIONS 3/16' TEMPERED GLASS 3/8" AIR SPACE 3/16' ANNEALED GLASS _ .090" SentryGlas INTERLAYERS— By 'Kuraroy America. Inc.' _ .090" Trasifol PV8 By 'Kuraroy America, Inc.' 3/16' HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 !, XL EDGE SPACER Si. STEEL BY 'CARDINAL' I OR ----------4.__DURASEAL BY 'QUANEX' OR / SUPER SPACER BY 'OUANEX' / 0R KODISPACE 4SG TPS BY 'KOMMERUNG' AT 1/4 POINTS GLASS TYPE 'C3'- 1' OVERALL INSUL LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mianft-Dam T'roduct Control •• ••• • • • • • •• • • • • • •• • • • •. ••• • • • '•I`Eb1 it 108 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • •,. • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • n g COMP -AN L\W13-01 CGI drawing na. W13-01 (sheet 1.1 of 13) 6" MAX HINGES HEAD/SILL SEE NOTE CORNERS BELOW 117 _iil- /I _J_ II 7 T xxl / AI- \ NI.-_ _ I II /' n / -- t e' "2 \ 7 M1 coo R o m XQ S O w 4= li7 ■ ACTIVE ,' - t,. D.L OPG. TYPICAL ELEVATION (X) U 2 ANCHORS TYPE A', 'B" OR 'C' AT STILE ENDS \._2 ANCHORS TYPE 'B' AT STILE ENDS 6" MAX HEAD/SILL HINGES CORNERS SEE NOTE BELOW 81 1/2" DOOR FRAME WIDTH 3" 6" 3" FRAME HEIGHT '{ 94 1/8" / / / / \ \ FLU U SEE i/1 "AI( ^r / II II B O BOLT ISHk-r 11 \ I I / LEAF HEIGHT 83 1/8" D.L OPG. O n I I / / / / © 3 POINT LOCK SEE SHEET 10 \ \ \ ■I ACTIVE IIY.. , I1111111=© DOOR OPTIONS D.L. OPG. 4 ANCHORS TYPE 'B' AT STILE ENDS }TYPICAL ELEVATION _(-xx) SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - ± PSI' GLASS TYPES 'A', ' Er, 'Cr, 'C2' & 'C3' FRAME LEAF WIDTH THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS WIDTH (X) WIDTH (XX) HEIGHT, STD. ADA SCH CC BLOW CXL KOD I OUAN 37-1/4" , 72" 96" I, 35" ' 80.0 1 7D.0 . 80.0 I 80.0 80.0 80.0 80.0 80.0 42" 81-1 /2" — 96" 39-3/4" 80.0". 70.0 80.0 Y 80.0 70.0 70.0 80.0 - NOTE: VERIFY COMPLIANCE WTTH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE NOTE: ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SEE CHART FOR QUANTITY SURFACE APPLIED FALSE MUNTINS MAY BE USED HINGES SEE NOTE BELOW HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' 'C. 1/4" 4 4 4 3/6" 6 6 6 I/2" 7 7 - � = n i n m � m SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL }TINGES: 4" X 4-1/2" BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END LOCK SETS: INTERMEDIATE HINGES EOUALLY SPACED (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) SCH = SCHLAGE (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) CC = COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) BLD = BALDWIN PRODUCT REVISED ( -�ol.,, • ... as com lyyingg With the Florida :• i7 Buil•ing C•d•• • • •, DOOR D.L.O. DIMS. • • • NOA-Kb. • 17-1236. • • • • • • D.L.O. HEIGHT = FRAME HEIGHT - 12.875" • • • Expiration Dote 081108•204S3 • •�. 7... D.L.O. WIDTH (X DOORS) = FRAME WIDTH- 73. �5" • • • • • .• • • • •�=`% D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)72 • Mam-D Produc ControlBy a • IOAIA1. GLASS INSULATQj2• 5'• • • • • • • • • • • CXL = CARDINAL•XL • • ` KOD = KODISPACE • • QUAN = QUAND( DUIII4SEAL • • �� A NO.. e,.H.4,�11IIIILI\, p7 GUANEX•SbPERSwen* • • • • • • • ; '1�•'•CIQENS.•.;40 FEB152018 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • MLLV 0 O M a a U FAX. (305) 593-6592 drawing no. W13—o1 sheet 2 of 13 43 1/8" SIDELITE WIDTH 6" MAX. HEAD/SILL CORNERS D.L OPG. I I I I O I O // / 37 1/8' D.L. OPG. TYPICAL ELEVATION ( 0 ) 165 1/2" MAX. 42" 81 1/2" 42" SIDEUTE WIDTH HEAD/SILL CORNERS DOOR FRAME WIDTH 3" 3' SIDEUTE WIDTH SIDELITE LOAD CAPACITY - PSF 0R STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A', '6', 'Cl' GLASS TYPE " 'C2' GLASS TYPE 'C3' WIDTH HEIGHT EAT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) TNT.(-) 30" 33" 36" 37-1/8" 39" 42" 84" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30" 33" 36" 37-1/8" 39' 42" 90" 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 - - 70.0 70.0 80.0 80.o 30" 33" 36` 37-1/8" 39" 42" 96` 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0• 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - 70.0 70.0 . 80.0 80.0- - - 70.0 70.0 80.0 80.0 37 1/8" IIT D.L. OPG. SIDELITE OPTIONS 0 / \2/ / O / E 3 POINT LOCK SEE S 10-1 /./ i\ \ I \ ACTIVE _ \ \ II FLUS BOLT DETAIL]SHG2� SEE 1 11 -_JL_ \_ '/II \ ,/N 10 \ II 0 0 /' II / II / / II I AI / / II II 28 1/4" D.L. OPG. aF INACTIVE 1 _ Ir 28 1/4" L. OPG. SEE CHART FOR QUANTITY HEAD ANCHORS QUANTITY AT STILE & MULLION ENDS ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4" 4 4 4 3/8" 6 6 6 1/2" 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON - SHEET 2 0 37 1/8" 4 ANCHORS TYPICAL_ELEVATION TYPE '13' AT STILE AND OXXO ( ) MULLION ENDS D.L OPG. 1 SURFACE APPLIED `FALSE MUNT1NS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. GLASS INSUI ATOR I IMITATIONS FOR SIDF1 ITFR WIDER THAN 37-1/8" ONLY 90" & 96" HEIGHTS FOR GLASS TYPES 'C2' & 'C3' QUANEX DURASEAL & SUPERSPACER NOT ALLOWED • • • • • • • • • • • • FOR GLASS TYPE 'C3' • • CARDINAL XL (LIMIT MAX. LOADS TO 670.0 PSF) • • \11(11111111Ti// ' ®) -�y�oq�'s •• • ••• • •• • 2412•• • ) •'„AGENBF'••;V PRODUCT REVISED ` K� 4 0592 as complying with the Florida = iS • • • • Building Code r eA-Ne• • • 17-12)16.050. SIDEUTE D.L.0 DIMS • • • • • • • • • �•, [U D.L.O. HEIGHT = FRAME HEIGHT - 12.875" •• • ••• *xpihtion•ate:8/016/ • • • ,Ear-2(y` D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY • • • *y •• • ••'•••r G\:� D.LO. WIOTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY • • M a roduct trot • �°NAL woN U 3 0. V S 16 5 FAX. (305) 593-6592 G 2 S 5 15 NO CHANGE THIS SHEET a r drawing no. W13-01 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 3 of 13 DESIGN LOAD CAPACITY - PSF DOOR SIDELITE SIDELITE TO DOOR MULLION SIDEUTE WIDTH LEAF WIDTH FRAME HEIGHT (SEE NOTE BELOW) INCHES INCHES INCHES EXT.(+) INT.(-) 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 84 80.0 _ 80.0 37-1/8 80.0 80.0 39 80.0 80.0 42 80.0 80.0 24 80.0 __ 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 90 80.0 80.0 37-1/8 80.0 80.0 39 80.0 80.0 42 80.0 80.0 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 96 78.3 78.3 37-1/8 77.2 77.2 39 75.4 75.4 42 72.6 72.6 DOOR FRAME WIDTH SINGLE (X) 42" MAX. DOUBLE (XX) 81-1/2" MAX. SIDELITE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDEUTE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDEUTE, DOOR/SIDEUTE OR DOOR/DOOR MULUON CHART WILL APPLY TO ENTIRE SYSTEM. DOOR FRAME' r WIDTH SIDELITE WIDTH 0 II/ 17, r \\© \\ •=d►I (xo) ( OX ) SIDELITE DOOR FRAME SIDEUTE WIDTH c WIDTH WIDTH r C / / / 0- 0; / / O .\ \ \ \ / y . SIDELITE DOOR FRAME WIDTH II WIDTH © • oii f / ©i / !/ • IMISMIM \ \ 4\ \ / \ / \ // `%•>_� MULLION ENO ANCHORS SEE SHEET 3 3 O0O K \_DOOR STILE / END ANCHORS SEE SHEET 1 ox0 ) SIDEUTE DOOR FRAME DOOR FRAME DOOR SIDELITE FRAM WIDTH WIDTH WIDTH / / \ O \ \ \ \ - \ i \ / / / / / ( X0X ) WIDTH WIDTH WIDTH / /e \ �\ o- o //5 '(;\ / ' 1 . \ '/i \ / \ / \ / \ / \ / w` ( OXXO ) •• • • • • • • • •• • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • AyD iLORI&A, BUILDING COMMISSION DGCLARAIIORY STATEMENT DCA05-DEC-219 • • • • • • •• • • • •• • • • •• PRODUCT REVISED as complying with the Florida FEB 1 5 201� • • NO •-No.��e 17-1'4.os• • • • • • •Ficplratioa Datef18160023• • • . • •- .. • • •• iaa ' roduct ontrol • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• `` ��11111111111/ /' ®'4 ^ I4 . 71492 STATE 0 '7. 'ONAt. m 4.0 COMP-ANL\W13 CD EE5 FAX. (305) 593-6592 0 3 0 5 5 0 A 0 v 0 drawing no. W13-01 (sheet 4 of 13 EDGE DIST. CONCRETE 8 0 a" W 8 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 t91 t 1 / v POURED & HAROENED HIGH STRENGTH GROUT fc - 5000 PSI MIN. NOT BY CGI WINDOW LUST TRANSFER10M THE TO LOADS STRUCTURE LOAD / BEARING (STUD an. g OPTIONAL TO GROUT) N 0 \ N EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STANDARD THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE He- • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SADDLE (ADAI THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE LIMIT MAX. DESIGN LOADS TO ±70.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date08/08/2023 By Mlarhi-D roduct Control •• • • • • • • • • •• • • • . ' • • • • FV.t 5'LqqY1D t,t1IIII I1//i • •• • • • •• • • • •• .`'gi•'ENSF .,® • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ • • • • • IIIOOR iETAILg • • • • • • • • T 0592 • :• • •• •• i�Ss+• ® •:FO gr�TLI`t�� Ns lldY • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • U a 0 5 8 Eby 8 FAX (305) 593-6592 0 LA 8 0 L 0 8 ,72 NO CHANCE THLS SHEET 0 8 c drawing no. W13-01 sheet 5 of 13 1BY WOOD BUCK SEE NOTE I SHEET 1 1 I, ":", N p� OJr TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING - WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE '8'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51, Fy-155 KSI) MIN. I ENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1/4" DIA. TEKS OR SFJ F DRIWNG SCRFWS (GRADE 5 cRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4".MIN. W000 AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 r, g Z 'i VI g TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE rl MIAMI-DADE COUNTY APPROVED-1 CLIPPED MUWON SEE SEPARATE NOA I 1 •• ••••• • • • • • •• • • • • • • • • • • • •• • •F 5•1018 • • OOOOO • • • •• • • • •• • • • •• TYP CAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miam -Dl roduct Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • •• • •• •i • ••• •• • ••• DOOR DETAILS r • • • it III ••4 A OF iDP. •''�l�� u 0 0 NO CHANGE THIS SHEET c0 0 0 drawing no. W13-01 (sheet 6 of 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •6 • • • • • • • • • • • •• • • • •• •• • • • • • • 0 3/B' MAX LOAD BEARING SHIM ` TYPICAL ANCHORS SEE ELEV. FOR SPACING Pia METAL STRUCTURE 1/2T MAX. LOAD BEARING' SHIM CONCRETE • OR MASONRY • TYPICAL ANCHORS •. SEE ELEV... FOR SPACING 6)OR ACTIVE LEAF D.L OPG EXTERIOR LEAF WIDTH 1/2' MAX LOAD BEARING SHIM DOOR FRAME WIDTH. C135Q D.L. OPG LEAF WIDTH 1SY WOOD BUCK /SEE NOTE SHEET 1 EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING INACTIVE LEAF D.L OPG LEAF WIDTH DOOR FRAME WIDTH 1/2- MAX LOAD BEARING SHIM BY W000 BUC WrrD STRUC RE SEE 'TE EET I PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 0 i 08/2023 By Ma -Da T roduct Control • LI 2018 = / \ Nl.I76592 •• • • • • • • • • •• wo TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • • • • • • • • • • • • • . • • • • . • • SD90R•I)ETAIII6 • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FAX. (305) 593-6592 `u 0 C ,14 0 6 Ldrawing no. W13-01, sheet 7 of 13 II TYPICAL ANCHORS SEE ELEVATIONS _ FOR SPACING ©® •.•EDGE'OIST. o. = MATING JAMB FASTENERS O 41219 Ai iY AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (CA.N. 3538) TEL (305) 2643100 FAX. (306) 262-6978 -- COMP—ANL\W1 L CONCRETE.' .CONCRETE,'. DOS FOR LOCATIONS ®O ESHEET• SEOR J2M& 3PACINC *rfir / WI Mil � \ ;— —1 1 aiiiiiimim m41 • _�mimis a ms � ; 0 o ` N o �..e �- k - _ J „Jil q�� P� �ij .� Lr_-_ mil I. r PRODUCT REVISED 0 6 m ®m as complying with the Florida Building EXTERIOR c - Code NOA-No. 17-1226.05 _ Expiration Data 08/08/2023 n:. II jj By [SERIES SENTINEL 160 ALUM OUOSWING DOOR (LMJ./S.M.I.)] CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL. (305) 593-6590 FA2C. (305) 593-6592 li 1- LEAF WIDTH DOOR FRAME WIDTH D.L.CPG. Miam a roduct Control SIDEUTE WIDTH g( n Ir � - e 42- MAX. SINGLE (X) 81-1/2' MAX. DOUBLE (XX) 1/2' MAX. i ao 0 D$ 'I LOAD BEARING.. SHIM O - w 3 , 6. 4 ?: W - i- i II ✓� .. , ' -.. CONCRETE ' OR _ / D /v / � / © MATING ,IAMB FASTENERS FOR LOCATIONS Y SEE DOOR JAMB SPACING ON SHEETS 2 & 3 Ilj MASONRY —� I! isions: )n dote I by l descnption )11 o Ei oP: GENERAL REVISION REV. PER RER COMMENTS l lit I II o �lir 0 4 ,o• it ( 0 COO 01a EXTERIOR D.L. OPG. LEAF WIDTH TYPICAL ANCHORS SIDELITE WIDTH DOOR FRAME WIDTH U o _ - - o 3 4' LONG SEE ELEV. FOR SPACING 42" MAX. SINGLE (X) 81 -1/2" MAX, (XX) • IRAM,• NI•T4 • • • • •• • c J o c w 44 ` • `,T111{iil// 9 FEB 1 =\ i \ei 7 Ws :2U0BLE18 1` o` a t tr_ •CONCRETE. ' � a • • • • NOTE' LIMIT SHIM TO METAL STRUCTURE P3 JAMBS TO 319 • • • fSl� ) drawing no. wi 3-01 • • Ir : T TYPICAL ANCHORS ••• � • • • • : •• • EOF i{/; EDGE DIST. SEE ELEVATIONS FOR SPACING • • �i S SIt 4fITE VPETAII • • • • • • • ',, ", /0 Al •lt)�• C%`' A6 ��`\s 8 of 13 lilllli1t0 (sheet ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS rDUMMY 14.)1 B4 I J 0 o 1 AL-189 AS REQD. FRAME HEAD & SILL 6063-76 KEYMARK / SAPA r -----` �1 2 AL-190 AS REOD. FRAME JAMB - 6063-76 KEYMARK / SAPA 999 Lr-r---� J AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (305) 264-8100 FAX. (305) 262-6978 COMP—ANL\W1 3 AL-196 AS REQD. SIDEUTE HEAD & SILL 6063-76 KEYMARK / SAPAammo ®_ 4 AL-197 AS READ. FREE STANDING SIDEUTE JAMB 6063-T6 KEYMARK / SAPA ACTIVE LEAF i INACTIVE LEAF 1--1 5 AL-196 AS READ. MATING 51DELRE JAMB 6063-T6 KEYMARK / SAPA CI ^- �7 PM ��sj�''�-■ 6 AL-193 AS REQD. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA 0 �1� AL-194 ASRE00. PANEL VERTICAL STILE 6063-T6 KEYMARK / SPPA IIIII7 �L'IB -- 4IP1u ��IIS ��II AL-199 AS REQD. SHEAR BLOCK 8063-T6 KEYMARK / SAPA F�G� lit_g•' `- 9 AL-191 AS READ. FRAME HEAD &SILL SCREW COVER 6063-T5 KEYMARK / SAPA LW .�__ I. 10 AL-192 AS READ. FRAME HEAD & SILL SLANTED SCREW COVER 6063-75 KEYMARK / SAPA � Uf_ F 11 AL-121 AS READ. GLAZING BEAD (7/16" LAM.) 6063-75 KEYMARK / SAPA OPERATION OF DEADBOLT ® LI�j T'-Y 12 AL-123 AS REQD. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-T5 KEYMARK / SAPA (W1IH KEY FROM THE '}4"r' EXTERIOR 13 AL-200 AS REQD. SHEAR PLATE 6063-76 NEWARK / SAPA EXTERIOR OR FROM THE INTERIOR) THUMBTURN i— _---- --_ fl'- 1 14 AL-195 AS RECD. ASTRAGAL 6063-75 KEYMARK / SAPA ACTIVATES THE THREE-POINT L-----_ J ��-----�- 15 AL-508 AS REQD. FREE STAND JAMB SCREW COVER 6063-75 KEYMARK SAPA / LOCKEMECHANISM REGARDLESS OF OF LOCK SET 16 AL-540 AS REQD. SADDLE THRESHOLD (ADA COMPLIANT) 6063-T6 KEYMARK / SAPA OPTION INSTALLED. 17 HD-4503PL AS REQD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL USED BY ALL OPTIONS) METAL CGI PROPRIETARY SECTION AT DEADBOLT LOCK ( 1) 18 HD-1204 AS READ. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY ce " $ g CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 19 HD-5455 PASS AS READ. LEVER LATCH LOCK, AT ACTIVE PANELoi 20 HD-5455 AS REDO. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 21 HD-8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 41)949 999 22 J10 TOR605 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL 23 J10 TOR605 AS REQD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 24 JD60 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL . • 25 HD-34-10116 AS REQ0. LEVER LATCH LOCK, AT ACTIVE PANEL ) 26 HD-34-10116 AS REQD. DUMMY LEVER. AT INACTIVE PANEL LOCK SET OPTION 3 BRASS. STEEL COPPER CREEK ACTIVE LEAF INACTIVE LEAF 27 HD- 082410 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL �= _ i_ I, �� 28 HD-537 AS REQD. LATCH LOCK STRIKE PLATE S. 5I EEL - (I !'lii� 111 'I I' I 28A 2 /PLATE #8 X 3/4' PHA. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - I (� •t NE" - I-e' 1rt � �I 1I ij ` _ 29 HD-538 AS REQD. DEADBOLT STRIKE PLATE S.S0EEL - II �I-��;� 11111 29A - 2 /PLATE $8 % 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - �� 30 HD-536N AS REQD. LATCH LOCK STRIKE PLATE SHIM M%LON CGI 31 HD-390P AS REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI is,72 - /isons: ) 1 date by ese- p Ion 05.11.15 NO CHANGE THIS SHEET 08.05.15 NO CHANGE 01115 SHEET 11.16.17 GENERAL RENSON 02.13.1e REV. PER RER CONVENTS 32 HD -STRIKE BOX AS REQD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI EXTERIOR .r . 33 HD-525-9-REV 2 /LOCK'MECH. BOLT LOCK ASSEMBLY S. STEEL CGI 33A HD-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-106 4 /LEAF 4-1/2' x 4' HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK 35 HD-A8800-U532D 4 /LEAF 4-1/2" z 4' HINGE BRASS HACER 36 HD-AB80p-US 4 /LEAF 4-1/2" x 4" HINGE S. STEEL HALER 37 03/8"-16 ROD 2 /LPAF 03/8"-15 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-362V AS REQD. GLAZING BULB (DUROMEFER 75/80) PVC PROTOTYPE 39 WS-4133321 A5 REOD. .187" x 320" ULTRA SOFT FUN WEATHERSTRIP - ULTRAFAB 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR. AT DOOR FRAME HEAD & SILL PVC - SEALANTS: 41 HD-12-10042 AS REQD. .350" REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED 42 W5-32011 AS REQD. FOAM-TITE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY - WITH GE SCS2000 SILICONE SEALANT. 43 HD -CUP ANGLE 2 /EACH 2 x 2 x 1/4" CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - ) • • • • • • • • • • • 13111112©0. 44 - 3 /CORNER #10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL - PRODUCT RRVI6E6 11111 III/I//// n i n = n -. $ - a '.19 vi 45 - SEE ELEV. 14 z 3 4' HH. TEK (MULLION ATTACHMENT E / ( ) S. STEEL - as%omplying kith the 'gorilla • • • • AAAA Buil1Ang Code •. • • • • • • • • A -7T /i i� 46 - 6/HINGE 4/CUP #12-24 x 1/2" PHP. FH. UC. THREAD FORMING S. STEEL - NOA-N!. e7A2�.0� • • • • �A s�t"......, N 47 - 2/EACH p6 x 1/2" PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL •• ••• •� • • • •• - Expiration DateO 8/2023 Al �� ' 48 - 1/EACH #10 x 3/4' PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - FEB 1 5 2018 = No. 2 :_ 49 03/8"-16 NUT 4 /LEAF 03/8"-16 SERRATED -FLANGE NUT (21NC PLATED) STEEL By - Miami- ad roduct Control -_.ram,t/'� 50 - 2 /FLUSHBOLT /8-32 x 1/2" PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. STEEL - • • • • • • • • • • v '• •_- drawing no. W 13-01 51 HO-DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL). SECURED w/ #6 x 1/2" PHP. PH. SMS. ALUMINUM SCREEN TECH • • • (/� _52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON - • • • • • • • • • � '�/a/ON �'• (\ 53 - 2/ LITE SETTING BLOCKS EPOM DUROMETER 80±5 SI1I1 r : • • • • • • • • • • • 9 of 13) • (sheet 1111 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • LOCK (ACTIVE) STIR ASTRAGAL #10-24. 2-1/2' PHP. PH. 55. 05. 0.450. (OD) s .03l' NYLON WASHER 0. 295(00)i.040 x 2' 5. STEEL SPRING 0.450' (OD) a .031' NYLON WASHER TOP HIX ROD WITH COUPLING NUT (1,5T11E HT: 49.575') NYLON SILENCER BLOCK 03.500.3. STEEL WHEEL BOTTOM HEX ROD W/COUPUNG NW' (LENGTH .34'I 5 x 6 E UNLOCKED POSITION LOCKED POSTION •• ••• • • • • • •• • • • • • • • • ••• ••• •• • FE§i'S iota • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • OR • • •• • • •• • • •• i1 • • • • • • L ijin PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 Miard'r Product Control ki\111111111j �P�}C/�AlgF '. ;(...� �No.(IM 4 J� • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 41011 • • drawing no. W13-01 sheet 10 of 13 - AL-FAROOQ CORPORATION a 1 ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRME, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) C TEL (305) 264 8100 FAX. (305) 262-6078 COMP-ANL\W13-01CGI�I f5 ,STROGk earl o pyc 1 ] �� LOCK antAciNQ STRL F e 1!! 12" FROM EACH END (TYP) W W • 1i11 it / °"° � • • ppppn I lei lit II Q l ` N AMATO/2 ° I 'llN ° °' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1226.05 vi 0x E �] El CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 o s a �� o . S a l 22 S n a F W j l i Expiration Date 08/08/2023 By n UNLOCKED POSITION LOCKED POSITION i- r jiI Mia NOTE: FLUSH BOLT AT INACTIVE STILE • • (PAR1I TOP EMD SECTION•SHpWN, Ii47TOM END •• • ••• • • • • • FEB 1 5 2018 •••• •• ••- ••% • i:.i:. • • • • • •• • • • • • • i-Da oduct Control SIMILAR) 0,1%111i/it,/ •7 <"s Ica '�i �A \. �i®NALt" `" o 0 R o o o o o W LL ^^^^ n (beet 11 of 13) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • 0 DOOR FRAME HEAD/SILL .062 - - 1.625 L1.587 O FRAME COVER 0 SIDELITE TOP & BOTTOM FRAME SILL COVER j=-1.788-1 -.080 4.495 5.500 -M 1.410 TOP & BOTTOM RAIL 1s SIDELITE JAMB COVER 0 HINGE & LOCK STILE 0 14 ASTRAGAL ADAPItit SHEAR BLOCK SHEAR BLOCK PLATE 4.000 .125 500 16 SADDLE THRESHOLD tr1.810 1.125 r 4.000 .120 080 .500 .120--I��-- 1.225 DOOR FRAME JAMB .125 2.388 0 SIDELITE FRAME JAMB 1.061 r .310 .080 FI ��jl soy 1.465 -f .200 _.I _8701� 0 SIDELITE MATING JAMB r.675 .995 1-4 - 050 1.184 fa-• •• • •� tt • GLASS STOP (LAM. GLAIN r .995 .062 • • • • -�{ r- .120 050 • • • • . . • tz 1.184 • • . • •• GLASS STOP (NSUL. LAW. GLA35) PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-1226.05 Expiration Date08/08/2023 By Mia • • • • • • •• • • •.: •.1E01••51618 • • • • • • • • • 1- • • . . . • • • • • • • • • • • • • • • • •. • • •. • • • • • • • • • • • • • • • • • • -• • • • • • • • • • • • • • • • • • • • • • •• •• •` • • •• • • • • • • • • • • • foI� S 8 E5 r vi 0 0 5 8 Y e 0 n 0 S c 0 la fl 8 r drawing no. W13-01 sheet 12 of 13) ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS ACCESS HOLE MATING JAMB FASTENERS SEE SHEET 8 FOR DUAL DOOR FRAME TOP & BOTTOM CORNER ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS SIDELITE JAMB CORNER SIDE' ITE MATING JAMB CORNER TOP & BOTTOM TOP & BOTTOM SADDLE THRESHOI D CORNER • • • • • • • • • • • • • • • • • • • • • • • • • • • • _• • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia roduct Control drawing no. W 13-01 sheet 13 of 13 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & 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 vonstruction materials. The documentation submitted has been reviewed and accepted by M. icmi--Dide County kER- Product Control Section to be used in Miami -Dade County and other areas where a1MbweL1 by the ikltt�iority Having Jurisdiction (AHJ). • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -bade County Product •Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miaiii ode Coity�;oserve • . the right to have this product or material tested for quality assurance purposes. .1 11,ii,lyoduct pT rpaterial • • fails to perform in the accepted manner, the manufacturer will incur the expense of sucb testing AHJ may immediately revoke, modify, or suspend the use of such product or material:witi}io their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable:auild'ipg cods. This product is approved as described herein, and has been designed to comply with the Floral 'gilding• Code, including the High Velocity Hurricane Zone. • • • ESCkIPTION: Series "Sentinel 120" Aluminum Ho`rizon`tal Sliding Window= L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0929.13 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 Jorge M. Plasencia, P. E. • • . MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • • • • • . MIAMI•DADE COUNTY APPROVED ; NOA No. 17-0918.04 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 Page 1 • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's 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 v�iil}evision "G" dated 05/02/16, prepared by A1-Farooq Corporation, signtd.!nd sealecj..11y Javad Ahmad, P.E. • • • B. TESTS • • • •• 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • • • • . . .. 2) Uniform Static Air Pressure Test, Loading par >yB•C, Tit$.242-94 3) Water Resistance Test, per FBC, TAS 202-?4•: •: • • • 4) Large Missile Impact Test, per FBC, TAS 2101-94' • • 5) Cyclic Wind Pressure Loading, per FBC, TAA EZ -94 • • • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 •.. •. • along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified, Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No.15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per'FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel:P.E. (Submitted under previous NOA No. 15-0512.05) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017. CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings, and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Sujr.S15acer® insulating glass spacer, prepared by Certified Test Laborato>ii0:Test le.29rt No. �.- CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh.C. Patel, PL.... • • (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 12i C, TAS 202-94 . • 3) Water Resistance Test, per FBC, TAS 202-24•..• •„••• 4) Small Missile Impact Test, per FBC, TAS 24'1 . • 5) Cyclic Wind Pressure Loading, per FBC, TAS 205-94 • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 2Q2-94• • along with marked -up drawings and installation diagram of a series;r5intinel'� aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Edition (2014), prepared by AI-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "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. E--2 5th ge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their."Saflex CP - Saflex and Saflex HP Composite"Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06.19/1j, expitin•on 05/21/16. • . . .. . • • • • • • • . . .... F. STATEMENTS • 1. Statement letter of conformance, of complying with FBC 5th EtINirorr (2013) end•of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation•• signed d sealed , ; . . • by Javad Ahmad, P. E. • 2. Laboratory compliance letters for Test Report No. CTLA-31)6ZW: dated 0'7/07/15, •: issued by Certified Test Laboratories, signed and sealed by Rarinesh C. Pati11R.:k. 3. Testing Proposal issued by the Product Control Section, dattd.64j08/15,.gigned by Jaime Gascon, P. E., Section Supervisor.• • • • • • 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) `6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.L, approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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 "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. E-3 orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 • • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. • . . D. QUALITY ASSURANCE• • .• • 1. Miami -Dade Department of Regulatory and Economic Resources.(pER). • • • • • E. MATERIAL CERTIFICATIONS • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amexica,.Llc. fort ielr • • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayei' dated 0.1./007, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America �rnc. foar.t ei "SentryGlas® (Clear and White) Interlayer" dated 06/25/15'on•Q7/Q4/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Compamf .(MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Prqduct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017. E-4 • ,.,I ""'" ,-�"•,"V,• FLANGE WIDTH HEAD/SILL © © MTG. STILE II•1111•1111111111.11111111MININIC MI= ME ` li - 63' FLANGE HEIGHT 58 1/2" VENT HEIGHT 55 3/4' D.L OPG. am II F II iI[ II // II 0 il FALSE IIUNBNS (SURFACE APPLIED) I 32 7/8' ADDL. ANCHOR REDO. AT CENTER OF ALL PANELS OPTIONAL D.L OPG. 36 3/8" D.L OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL ILFLLANGE & FLANGE ADAPTOR FRAME • 5 I/2" MAX. BUCK WIDTH 13 5/16" MAX. HEAD/SILL S" HEAD/SILL TYP, OMTG. STILE BUCK HEIGHT 58 1/2' D.L OPG. I II II F r .� / V FALSE MUNTINS� (SURFACE APPLIED) 32 7/8" 4 32 7/8' OPTIONAL a D.L OPG. 36 3/8' D.L OPG. FIN FRAME 8 5 1/2' MAX. BUCK WIDTH 5" MAX. HEAD/SILL TYP, Al MTG. STILE • S Y m m l / I I �I\ R li /M P ft i h 411 -A 1 _ FALSE MUNDNS� (SURFACE APPLIED) OPTIONAL 32 7/8" 32 7/8" ADOL ANCHOR RE AT CENTER OF AU D.L OPG. 36 3/8' D.L. OPG. FIXED OR OPERABL ABOVE 30' PANEL AT HEAD/SILL VENT WIDTH EQUAL LEG FRAME SERIES SENTINEL 120 ti ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER -' CHARTS SHOWN ON SHEETS 2 & 3. m. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCWDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEOUATELZ TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE • • • • • • ,,•• • • • • • ANCHORS SHALL BE CORROSIONDE'S INSTRUCTIONS. SPJCIF /� IA tiF L1CT'AIL�S • AND INSTALLED PER MANUF'S INSERI•;TIONS. jT�CIF l� B M Tg 43SE • P^(' MATERIAL SHALL 8E BEYOND WALL DRErSING Of sTirc • • • • • A LOAD DURATION INCREASE IS US�' IN o!5ti• OF ARMORS •1TO Yn040N1•Y• ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHEg DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 201442 1= FL♦SIo BLDG. CODE & MOWED STANIoWDS.• • • THIS PRODUCT APPROVAL IS •ENE IC AAj DOES N PtIOVIDESNFORMATIOIN • • FOR A SITE SPECIFIC PROJECT, rho. UFE•SMFE71 0 1aiIS PROLtICT, ADEQSACI• • OF STRUCTURE RECEIVING THIS PI)DUCT•AfD S`EAVG" A•ROUNS OPEl NO 'FOR* • WATER INFILTRATION RESISTANCF•ETC. • • • • • • CONDITIONS NOT SHOWN IN THIS ORAWINN ARE TO BE•ANALYZLU SEPARATEI•, • AND TO DE REVIEWED BY BUILDING OFFICIAL. D. PANELS WIDTHS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Da 09/22/2020 By Mlaml • "• a Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT : `\\\1111111I/A� 'e'.• V\OBN3F •.. • Lie. 71y� • R1Di•.•'\� I�lllllll\\\ FAX. (305) 593-6592 0 S 8 o drawing no. W10-18 sheet 1 of 11 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ♦ • • • • • • • ••• • • • ••• • • 11" I E w�� t-L... r.,..." 6' MAX. FLANGE WIDTH 5" MAX. HEAD/SILL TYP. v Lk Mir MTG. STILE t NMt•��•��`u� I D.L OPG. rnm F ` I� - I i • 0 " W N l�l II ---- v I If III - il-- v / /F= II v I .' /\V,' 19 X II ^ 1 1 1PM = lR& FALSE MUNTINS (SURFACE APPLIED) 24 1/2" \ = ADDL ANCHOR REDO. AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. 25" D.L OPC. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110" 5 1/2" MAX. HEAD/SILL FALSE MUNTINS (SURFACE APPLIED) OPTIONAL v 5" MAX. TYP. MTG. STILE BUCK WIDTH 13 5/16" MAX_ HEAD/SILL '6 • __-1L-__ I I I 3F= ] _ 3L- = F= -kf= fi i/ V • TO s 1 24 1/2" D.L. OPG, 28" VENT WIDTH 49 5/8" D.L OPG. FIN FRAME z 0 0 0 cOi 0 U N 110" 5 1/2" MAX. HEAD/SILL FLANGE WIDTH 5" MAX. TYP. MTG. STILE I I` D.L OPG. L E O I --. _- > )13 s v ___JL___ II II __—__3t _ i= �t=_ __ FALSE MUNTINS (SURFACE APPLIED) OPTIONAL D.L OPG. EQUAL LEG FRAME •• ••• • • • • • •• • • • • •• • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code • • • • • VW" o" �7"09111.29 • • • • • EN:ration Date 1 /22/2020 • • • • By• • • • • • • Mia Da •.�T o+f t Co•t • 1 • • • ii\I1� 1- ADDL. ANCHOR RE00. 49 5/8' AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL 1: 0 a V, F. (305) 593-6592 13 2 rS drawing no. W10-18 sheet 1 .1 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • ♦ •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XO 0R OX SIZES) STD. MTG. RAIL B.D. MTG. RAIL GLASS TYPES GLASS TYPES FLANGE DIMS. BUCK DIMS. 'A'&'A1', 'H'&'81' '8' & '81' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) TNT.(-) 26-1/2' 25-1/2" 65,0 65.0 80.0 90.0 37' 36' 65.0 65.0 80.0 90.0 53-1/8" 26" 52-1/8" 25' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 37" 36" 37-3/8" 65.0 65.0 80.0 90.0 53-1/8" 38-3/8" 52-1/8' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 26-1/2" 25-1/2' 65.0 65.0 80.0 90.0 _ 37• ~ 50-5/8" 49-5/8" 65.0 65.0 80.0 90.0 53-1/8" 52-1/8' 74' 73' 65.0 65.0 80.0 90.0 26-1/2" 25-1/2" 65,0 65.0 80.0 90.0 37' 36' 65.0 65.0 80.0 90.0 53-1/8" 63" 52-1/8" 62' 65.0 65.0 80.0 90.0 74" 73" _ 60.2 601 80.0 - 90.0 OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH -'XO_OR OX' X.` TYP. DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES FLANGE DIMS. BUCK DIMS. STD, MTG. RAH. H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'A1', '84181' GLASS TYPES '8' & '81' G10SS TYPES 'C' & 'CI' WIDTH HEIGHT MDTH HEIGHT EXT.(+) INT.(-) EXT.(+) TNT.(-) EXT.(+) TNT.(-) 55-3/4" 78-15/16" 83-1/2" 26' 54-3/4' 77-15/16" 82-1/2' 25" 65.0 65.0 80.0 90.0 65.0 65.0 85.0 65.0 80.0 90.0 85.0 65.0 85.0 65.0 80.0 90.0 85.0 65.0 55-3/4' 78-15/16" 83-1/2" 38-3/8" 54-3/4' 77-15/18" 82-1/2" 37-3/8" 65.0 65.0 80.0. 90.0 65.0 65.0 65,0 65.0 60.0 90.0 85.0 65.0 65.0 85.0 60.0 90.0 65.0 65.0 55-3/4" 78-15/16' 83-1/2' 50-5/8' 54-3/4" 77-15/16" 82-1/2' 49-5/8" 65.0 65.0 80.0 90.0 65.0 85.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4` 78-15/16' 83-1/2' 63" 54-3/4" 77-15/18" 82-1/2" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS BUCK DIMS EQUAL LEG FRAME STD. MTG. RAIL: H.D. MTG. RAIL: FLANGE ADAPTOR FRAME FLANGE DIMS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miam -Dad roduct Control FLANGE & FLANGE ADAPTOR FRAME ••EaTJAeL •LEA FRA.M,F •••••••• • • • • •• • • • • ••• • •• ••• •• • • • •• NOTE: • ••• • ••• • • • e • •••• GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUS'Sl • • •• • • • • • • •• • AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-2190 • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,0 0 0 5 5 8 g a drawing no. W10-18 (sheet 2 of 11 DESIGN LOAD CAPACITY - FSF (XOX S ZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'A1', 13'1‘81' GLASS TYPES 'B' & 131' WIDTH HEIGHT 1410711 HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4' 111" 26" 73' 105-1/4" 110' 25' 65.0 65.0 80.0 90.0 65.0 65,0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4' 111" 38-3/8' 73" 105-1/4" 110' 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4' 111" 50-5/8" 73" 105-1/4" 110' 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111' 63" 73" 105-1/4" 110' 62" 65.0 65.0 80.0 90.0 61.6 61.6 80.0 90.0 60.0 60.0 80.0 90.0 ' (1/3W) (1/3W) (1/38) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH FLANGE DIMS DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. HUCK DIMS. STD. MTG. RAIL B.D. MTG. RAIL H.D. MTG. RAIL CLASS TYPES T&'LL'. 13'&131' GLASS TYPES 'B' & '131' GLASS TYPES 'C' & 'CI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4' 111" 26" 73" 105-1/4' 110' 25" 65.0 65.0. 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74' 106-1/4' 111' 38-3/8' 73" 105-i/4" 110' 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74' 106-1/4' 111' 50-5/8" 73' 105-1/4' 110' 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74" 106-1/4' 111' 63" 73" 105-1/4' 110" 62' 65.0 65.0 80.0 90.0 65,0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 )S" TYP. BUCK DIMS (1/4W) (1/2W) (1/4W) 1 7. % j a OPERATING VENTS TO 6E 1/4 OF THE WINDOW WIDTH EQUAL LEG FRAME 'XOX' PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami-Dadn'Produot Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME • •• • • • • • . • . •• • •• • • • . • •• • • • •• • • •T'.4_f NOTE: GLASS CAPACITIES ON THIS SHEET ARE. •. •: • • • • BASED ON ASTM E1300-09 (3 SEC. G(lST�) • •• • AND FLORIDA BUILDING COMMISSION • • • • DECLARATORY STATEMENT DCA05-DEC-21S• • • • • • • • • • • • • • • • • • • • • • • • •• • • �4:••'ucENeF'•:® ': No. 70592 T3 * E AL ,NN r�rE1111 raL u L✓ FAX. (305) 593-6592 drawing no. W10-18 sheet2,lof 11) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) BUCK DIMS. STD. MTG. RAIL S.D. MTG. RAIL GLASS TYPES 'ATM , 13'031' GLASS TYPES '5' & 'Hi' WIDTH HEIGHT EXT.(+) INT.(-) D(T.(+) INT.(-) 25-1/2° 36" 52-1/8" 73' 25" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36' 52-1/8" 73' 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 85.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36" 52-1/8" 73' 49_5/8° 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 25-1/2" 36' 52-1/8" 73' 62" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 ' 80.0 65.0. 55.0 80.0 80.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO DE /2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (x0 OR ox SIZES) DUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL S.D. MTG. RAIL GLASS TYPES 'C&'A1, I'&'BT' GLASS TYPES 'B' & 'B1' CLASS TYPES 'C' & 'Cl" WIDTH HOGHT EXT.(+) INT.(-) 6XT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' 77-15/16" 82-1/2" 25" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 77-15/16` 82-1/2 37-3/8" 65.0' 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4" 77-15/16" 82-1/2' 49-5/8" 85.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 85.0 65.0 54-3/4' 77-15/16' 82-1/2' 62' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 85.0 85.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' STD. MTG. RAIL: H.U. MTG. RAIL' • •• • • • • • • • • •• • • • •• • •• • • • •• • NOTE: • • • • • ••• • ••• GLASS CAPACITIES ON THIS SHEET ARE• • • • • • • • • BASED ON ASTM E1300-09 (3 SEC, OUSTS) • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC -20 • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami -Dad roduct Control FIN FRAME 8 F. (305) 593-6592 0 0 g 13 3 1/3 2/3 OPTION ADDEO 8 5 x T drawing no. W10-18 sheet 3 of 11) DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. BAIL B.D. MTG. RAIL CUSS TYPES 'A'A'AS. 'BVB1' GLASS TYPES 'B' & 'B1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4" 110' 25" 65,0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 60.0 80.0 73" 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4' 110" 49-5/8" 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110' 82" 65.0 65.0 80.0 80.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80.0 (1/3W) (1/3111) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. 5T➢. MTG. RAIL ILD. MTG. BAIL H.D. MTG. RAIL GUSS TYPES 'A'A'AI . 'B'8'B1' GLASS TYPES '3' A: 'E1' G1AS8 TYPES '0' A '01' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' 110" 25" 65.0 65.0 80.0 80.0 65.0 85.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73- 105-1/4' 110" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 85.0 80.0 80.0 65.0 65.0 73" 105-1/4' 110" 49-5/e" 85.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73' 105-1/4" 110" 62' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1/4W) (1 /2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH XOX' • • • . . • .• ... .• • • . NOTE: . ••• • ••• • • GLASS CAPACITIES ON THIS SHEET ARE . • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GU6T91) • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • DECLARATORY STATEMENT DCA05-DEC- 111 % • • • • • • • • • • • • • ••• • • • • ••• • . • • • • • • • • • • • ••• • • . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami a1 d roduct Control FIN FRAME 11 M 0 a U 4 drawing no. W10-18 (sheet 3.1a1 11) 1/4- AIR SPACE 1/8" ANN. GLASS ,-1/8" ANN. GLASS -s ‘1. .075" Intertaycr Saflex CP With PET Core O'Eastman Chemical Co.' R .090" lntedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlaycr SentryGlas BR Kuraroy America, Inc.' .090" Intedoyer Trosifol PVB By 'Kuroray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 M7 AT 1/4 POINTS ON UTES WIDER THAN 36' GLASS TYPE 'A' 5/16' NOMINAL LAM. GLASS 1/8" ANN. C. ASS 1/8" NEAT STREN'D GLASS .075' Intedoyer Saflex CP With PET Core BR Eastman Chemical Co.' .090" Intedoyer Saflex Clear And Color Glass 'Eastman Chemical Co.' 0R .090" Interlaycr SentryGlas By 'Kuroray America. Inc.' OR 090' Intedoyer Trosifol PVB By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS .075" Intedoyer Saflex CP With PET Core 8y 'Eastman ChemicalCo.' OR .090" Intedoyer SentryGlas By 'Kuraroy America, Inc.' 1/8" HEAT STREN'D GLASS 1/8' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES IDER THAN 36' GLASS TYPE 'B' 5/16' NOMINAL LAM. GLASS 1/8" HEAT STREN'D GLASS .075' Intedoyer 075" Intedoyer Saffex CP With PET Core Saflex CP With PET Care By 'Eastman Chemical Co: By 'Eastman Chemical Co.' OR OR .090" Intedoyer .090" Interlaycr Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical. Ca: By 'Eastman Chemical Co.' OR OR .090" Intedoyer 1/4" AIR SPACE 090" Intedoyer SentryGlas SentryGlas By 'Kuroray America, Inc.' By 'Kuraroy Americo, Inc.' OR 0R .090" Interlaycr 1/8" HEAT STREN'0 GLASS .090' Intedoyer Trosifol PVB Trosifol PVB By 'Kuroray America, Inc.' By 'Kuroray America, Inc.' 1/8" ANN. GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'C' 5/16' NOMINAL LAM. GLASS 1/4- AIR SPACE 1/8" HEAT STREN'D GLASS 1/8" HEAT SIREN') GLASS .075' Intedoyer Saflex CP With PET Core By 'Eastman Chemical Co.' 0R .090" Intndoyer SentryGlas By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS \ \ 1/8" HEAT STREN'D GLASS SILICONE F E SIUCONE— GE 1200 02 1200 Z °d DOW CORNING 899 rn DOW CORNING 899 DOW CORNING 995 tq DOW CORNING 995 Ik�� ` XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70' OVERALL INSUL. LAM. GLASS a . XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' ® AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 0.70" OVERALL INSUL LAM. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS 179E 'Al', '81' & 'Cl' MUST BE TEMPERED. w SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 •XL efiDGG SfIOCEW • • • • •ST.FSTFSL i 'C♦RDIYAL' •DUNASE.L �f t1ANE3' • ••OR • • • •• SUPER SPACER BY 'OUEX' AT 1/4 POINTS ALL SIZES • •r:• • • • • • • • • ••• LAS" TYPE 'Y1' • • • • • 0.70; .VERAI; INSU6 LA.I .G!ASS • • • •• • •• • • •• • • •• • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• Of • • • •• IS ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Data 09/22/2020 By Miam' a roduct Control 0 0 5 5 8 c 0 drawing no. W10-18 (sheet 4 of 11 1BY WOOD BUCK' lay WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE \DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. FLANGE & FLANGE ADAPTOR FRAME 2 3/e' MIN. 2-3/8' MIN. WHEN USED THE MIN. W000 BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED W000BUCKS IS PERMITTED. PRODUCT REVISED as complying with the Florida Bolidin6 Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami-D e Product Control WEEPHOLES: w1 MIAMI-DADE COUNIY APPROVED MULLION & MULLION ANCHORS I SEE SEPARATE NOA II I EDGE DIST. TYPICAL ANCHORS SEE ELEV. ' FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 K51) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4 MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SE! F BRIM ING SCRFW'. (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT MATH ALUMINUM TO BE PLATED 0R PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL 0R JAMBS fc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. •• • • • • • • • • 1/4" X 1-1/2" WEEP SLOT AT :-111/4 ":FRQM :AC: � END WITH PLASTIC COVVR • • • • • • • • • W2 = 1/8" X 1/2' WEEP S}QT•AT•3ii-t/8• mote, CND• W3 = 1/8" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH END • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • drawing no. W10-18 (sheet 5 of 11 1/4' MAX. SHINS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE BUCK WIDTH XQX LAYOUT EXTERIOR MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE FLANGE & FLANGE ADAPTOR FRAME 1/4" MAX. SHIMS SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV_ FOR SPACING 1BY WOOD BUCKS FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. • f i-i• •• • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida - Bullding Cod. 1 'y -„`.f NO -.No. • Dr• 17-0918.09 ..• Ex}Ira• :on ; • 09/22!�2020 • Mllti d dnsrtl • III Iiii - .�J10. E"sFf9pl • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • E OF RIDP'.•' FAX. (305) 593-8592 5 0 F 5 .o a 5 drawing no. W10-18 (sheet 6 of 11 1BY WOOD BUCK v d e TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. a a4; TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS \ SEE ELEV. FOR SPACING 1/4- MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH JPICAL ANCHORS SEE ELEV, FOR SPACING EDGE DIST. EQUAL LEG FRAME r r MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELM FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WrrHOUT THE NEED OF A WOOD BUCK. 2-3/8' MIN. WHEN USED THE MIN_ WOOD BUCK DEPTH SHALL BE 256-. THE USE OF DEEPER OR BEVELED WOODBUCKS W PERMITTED. BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Data 09/22/2020 8y Mlaml-Da roduct Control MIAMI—DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W10-18 sheet 7 of 11 ILLUSTRATNE DTLS. ONLY EXT. 0R INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY COI TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 1/2" e W2 HOUSE WRAP NOT BY CGI BACKBED CAULKING Wa OBACK BED CAULKING 7/2 AL ANCHORS ELEV. FOR SPACING a - WOOD STRUCTURE 1/4" MAX. NOT BY CGI GAP 1/2" MIN. HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING $ SMS (Fu = 74 K51 MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD FIN FRAME PRODUCT REVISED as uildieomng Codp Iondge with the Florida B NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami a roduct Control BUCK WIDTH EXTERIOR •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • • • • • (''•.....•.•. •;: • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1/4" MAX. SERE SENTINEL 120 ALUM HOR2_ SLIDING MY. (LM.I./S.M.I.) a 0 6 drawing no. W10-18 (sheet 8 of 11 AL-FAROOQ CORPORATION ra ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.4.51. 9538) �e TEL. (305) 284-8100 FAX. (305) 252.8978 �r COMP-ANL\W10-03CGI' 'ITEM PART $ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RaMAarss E1 CGI-100 - FRAME JAMB 0 FIXED GLASS 6063-78 CGI EXTRUDER PRODUCT REVISED E2 CGI-113 - FRAME SILL 6063-76 CGI EXTRUDER as complying with the FloridaBuilding Code E3 CD-102 - FRAME HEAD 6063-76 CGI EXTRUDER NOA-No. 17-0918.09 E4 CGI-103 - MEETING RAIL 8063-76 CGI EXTRUDER Expiration Date 09/22/2020 E5 CGI-104 - LOCK RAIL 8063-76 CGI EXTRUDER E6 CGI- 105 - HANDLE RAIL 6063-T6 CGI EXTRUDER By E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER Mlami-Dade duct Control ES CGI-107 - 5/16" GLAZING BEAD 6063-75 CGI EXTRUDER E9 CGI-108 - 0.700" GLAZING BEAD 6063-75 CGI EXTRUDER El CGI-109 - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER Ell CGI-110 - NAIL FIN ADAPTOR 6063-76 CGI EXTRUDER El CGI-135 - TF FRAME JAMB 0 FIXED CLASS 6063-T6 CGI EXTRUDER E73 CGI-136 - 1F FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-139 - IF FRAME JAMB 6083-76 CGI EXTRUDER El CGI-140 - 1" MUNi1N 6063-T5 CCI LXIHUDER E16 COI-141 - 2.5" MUWON 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-75 CGI EXTRUDER E18 COI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER G .... V g _P., DU Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 E19 COI-115 - SILL FILLER 6063-76 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 CGI-138 - TF FRAME SR1 6063-T6 CGI EXTRUDER E23 CGI-109 - ,, FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER M1 COI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3" 0 ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700" X 0,040" BEAD GE1200 SILICONE SIUCONE GE M5 - 0.700" X 0.040" BEAD DOW 995 SILICONE DOW M6 - 0.700' X 0.040" BEAD DOW 899 SIUCONE 00W M7 - 2/ LTTE SETTING BLOCK EPDM DUROMETER 80±5 S110RE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - M9 684 - ROLLER TRACK P/C - M10 CCI-128 2 PER SASH ROLLER HOUSING NYLON - 1 1 M11 W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAO OR EQUIV. description HO CHANCE THIS SHEET NO CHANGE TO SHEET N0 CHANGE THIS SHEET W M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M5M M14 391-N 1 PER SASH ANULIFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M16 CCI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 1 PER WO. GAM LOCK ZINC TRUTH OR EQUIV.'� N18 CGI-132 2PER WD. 2" SASH STOP PVC PROTOTYPE M19 COI-111 0 FR. HEAD SCREW COVER PVC PROTOTYPE .r1 M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M3M M22 - VARIES M-FLO WEEP COVERS PVC AMESBURY OR EOUN y c a o n o c o S2 - 2 OR 3 PER CORNER # 10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - • • • • • wow c ,� a S3 - 1 1/4" EMBED. # 8 X 1 1/2" LG. PHL PH. SMS. FIN ANCHOR SCREW - - • • • • • • • • o c '" � o \ - n 54 - 4 PER WO. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - - • • • • • \\`1111111111A1AAA', 55 2 PER WO. $ 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - • • l.a ' • i se - - 6 X 1/2" L.G. FH. SMS. 0 CGI-133 h CAM LOCK - - ,. CFJI • • • • • • • • • • • V . 58 - 4 •M. RAIL f 10 X 4" LG. PHL. PH. SMS. ST/ST. ASSF]ABLY MEETING RAIL - - - 59 - 2PER ANDUF7 j 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANTIUFT SCREW - - - • • • • • f EOF J; • • • • •' • • • • • •• • •• • •• • • i•' A`E�?,,� • • • • •• AAlliiiii1111 drawingno. sheet 9 of 11) ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE FRAME HEAD -{ 1.015 I•- .065 4.430 TYP. 3.685 1_ 2.440 1.140 FLANGE FRAME SILL 2.737 2.505 065 TYP. 2.885 2.613 1.000 h-.991- 3.237 FLANGE FRAME JAMB (MOVING) E3 FLUSH FRAME HEAD E2 FLUSH FRAME SILL 2.505 2.737 .065 TYP. 2.613 .500 - .991-1 2.737 �0 FLUSH FRAME JAMB (MOVING) 2.505 1- .065 TYP. t,015 1.000 4 175 FLANGE FRAME JAMB (FIXED) Et FLUSH FRAME JAMB (FIXED) 1.550 1.395 NAIL FIN ADAPTER .490 .705 I .050 TYP. .864 LL E8 5/18" GLAZING BEAD .705 _..4 _ .050 TYP. .864 O.700" GLAZING BEAD 2.264 LOCK RAIL 1.496-� .080 TIP. SILL FILLER FLANGE ADAPTOR 1.255 1.043 ALT. LOCK RAIL HANDLE RAIL SASH RAIL .180 .050 0FLUSH FRAME COVER M2 SCREW COVER • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date.Q • /22/2020 By Miami -Dad. ' roduct Control • •• ••• • • • • • • • •• ••• •• • • • • ••• • !!•, • • • • • '' • • • • • • • • • • • •• • • • • • • • •• • • • \`t 11111111' //7" 'a Ye.---'‘}C'ENsi:711O' • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EOF d4 RIOP.•'•U,� ONAL r/Jllll� `/ COMP -ANL\W10-03CG1 U N C 1 oo CD Ld O xvcc 0 H N c 3" 0 M n O 3 n cz� 30 O� boa Pggl s95: 0 5 Lel drawing no. W10-18 sheet 10 of 11 VET TOP/ROTTOM CORNFRS FIXED MTG, -RAIL CORNER FRAME TOP CORNER FRAME BOTTOM PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 expiration Date09/22/2020 8y Mlam fie' i duct Control •• ••• • • • • • •• • • • • • • • • 11111111I///// CORNER • • • • • • • • ��y®,�?HQy / •• ••• •• • • • • `�p•.•vD�sA'1o• 70592 • ••• • ••• ;�� • • • • 4... (0 :. •of oc • • • •'.-.r •,_ ,.�-♦ ,�i, yam. litt • • •• • • •• • • lOis...* • • • • • '%ai.. `1\` �'�/lliAL1,�� ••• • •. • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 4100 • • • ••• • • (0LLU FAX. (305) 593-6592 o -82922 H 2 c drawing no. W10-18 (sheet 11 of 11