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WS-18-2115Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-8-18-2115 ■ Permit Type: Windows/Shutters York Classification: Window/Door Replscem Permit Status: APPROVED 8/9/2018 Expiration: 02/05/2019 Parcel Number 230 NE 104 Street Miami Shores, FL 33138- 1121360130350 Block: Lot: Applicant JUAN HUMBERTO PEREZ Owner Information Address Phone Cell JUAN HUMBERTO PEREZ 230 NE 104 Street MIAMI SHORES FL 33138-2016 Contractor(s) Phone PRESTIGE WINDOWS & DOORS (305)820-5999 Cell Phone Valuation: Total Sq Feet: $ 21,371.00 0 Type of Work: REPLACING 19 WINDOWS AND 2 DOORS TO No of Openings: 21 Additional Info: REPLACING 19 WINDOWS AND 2 DOORS TO Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $13.20 $4.65 $3.10 $4.40 $310.00 $9.00 $17.60 $361.95 Pay Date Pay Type Invoice # WS-8-18-68485 08/09/2018 Check #: 4892 Amt Paid Amt Due $ 361.95 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building , In consideration of the is pertaining thereto and in-§tric accepting this permit I assum required for ELECTRICAL,PL OWN cons AVIT: g nce to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are MBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. foregoing information is acc rate and that all work will be done in compliance with all applicable laws regulating ze the above! -named cdntdac�orito do thE,work-stated. orized Siglfature: Applicant / Contractor / Agent August 09, 2018 Date Building Depart Copy August 09, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-001422-2018 Permit Number: WS-8-18-2115 Scheduled Inspection Date: November 06, 2018 Inspector. Naranjo, Ismael Owner: JUAN HUMBERTO PEREZ Permit Type: Windows/Shutters Inspection Type: Framing Work Classification: Window/Door Replacement Address: 230 NE 104 ST Project: Miami Shores, FL 33138 Contractor. PRESTIGE WINDOWS & DOORS CRISTINA SCAVUZZO Phone Number: Parcel Number: 1121380130350 Phone Number: 3058205999 Building Department Comments REPLACING 19 WINDOWS AND 2 DOORS TO IMPACT Checklist Item Passed Comments General Comments False 10/31/2018 NOT READY General Comments False 11/02/2018 NOT READY. Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 06, 2018 For Inspections please call: 305-762-4949 Page 38 of 63 Address: 500 KRA 1 jl ST BUILDING PERMIT APPLICATION EBUILDING ❑ ELECTRIC D ROOFING ❑ REVISION 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 RECEIVED AUG 0 9 2018 FBC 201-A- Master Permit No. I/ v S 16 " Z 1 )S - Sub Permit No. ❑ EXTENSION ❑RENEWAL ❑PLUMBING D MECHANICAL El PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: Z % N . 40 `r S 7 City: Miami Shores County: Miami Dade Follo/Parcel#: r 1-"0..1II66 - 01 " -- 0 3 4- b Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 71-Aar) Pe, r z_ Address: 230 1OL•-1- ST City: alai% l 5 (4,3y-eS State: D CANCELLATION ❑ SHOP DRAWINGS zip: 3 3135 Phone#:486 5S3 95 Zip: i 3g Tenant/Lessee Name: Phone#: V65✓3CM5 Email: OWN 4�,.,� p�, CONTRACTOR: Company Name:R S+1 (A- I�,O�,s N BC aoU 1r S Phone#:v J od•V grIct City: ifyi tQ r/1 I State: .F /orl ceq Zlp: J 3o/'7" Qualifier Name: (rXr-I S- i1V( Sc W1P'� Phone#:3U6-- BZOS1 yq State Certification or Registration #: 0,1 as--(6 g4 Certificate of Competency #: DESIGNER: Archltect/Engineer: E rf)A 1 Yee rt ✓ 0) C X laft' S Phone#: 7 c S/I"�J '0(,�0 Address: 4 Co D �w 'i t-kAve-Av\N - 106 City: (ei 1CQ tate: f L Zip:3))44a Value of Work for this Permit: $ 2 1/3 4-r Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration ❑ New Rep Replace n Demolition �•a 10(4yl 1g cf,�nddws &ado rs y4)1 1 Description of Work: ',. `Specify: color of color thru tile: Permit Fee $ CCF $ CO/CC$ }. Scanning Fee $ _ Radon Fee $ DBPR $ Notary $ . . -Submittal Fee $ Technology Fee $ -' Training/Education Fee $ Double Fee $ Structural Revie is $ Bond $ TOTAL FEE NOW DUE $- '(Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 1. State Zip • Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this Jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT. MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien Jaw brochure will be delivered to the person whose property is subject to attachment. Also, o certified copy of the recorded notice of commencement must be posted at the Job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this • 01 day of Atop s-e- ;.20 1 g , by .-L4c r\ Per-Qz, who is personally knoto me or who has produced as identification and who did take an oath. NOTARY BLIC: Sig. P Seal: • �� 1111iHI140 ;GO agER222o�,��— APPROVE$ * =: :s.a - •• • yt_ (Revised02/24/2014) CONTRACTOR The foregoing instrument was acknowledged before me this 0 I day of'ObA-s , 20 18 , by . 0-Arfs-enia Scw;tz , wh is personal Mown to me or who has produced as identificatio . and who did take an oath NOTARY ' LIC: \\\\\N\11111111lI yII.i,, . --0E FERN,,, i�� .4„e.............................,............4.4„0„ ,,,0„... ..,,,, .: 3' laps Examiner = * : ZonRig 4, * '. y t�GG 141527 i2°� .�:ayB°nd dtlI• .**c ,'I. c� � ''/9 8IaSTAB• ��iNNIli1111\N Sig P Seal: Structural Review 6/7/2018 Property Search Application - Miami -Dade County Alacw OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-013-0350 Property Address: 230 NE 104 ST Miami Shores, FL 33138-2016 Owner JUAN HUMBERTO PEREZ &W MICHELLE C SAPORITI Mailing Address 230 NE 104 ST MIAMI SHORES, FL 33138-2016 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 2,978 Sq.Ft Living Area 2,654 Sq.Ft Adjusted Area 2,805 Sq.Ft Lot Size 9,300 Sq.Ft Year Built 1955 Assessment Information Year 2018 2017 2016 Land Value $232,690 $232,690 $199,874 Building Value $195,228 $195,643 $196,057 XF Value $648 $656 $664 Market Value $428,566 $428,989 $396,595 Assessed Value $301,525 $295,324 $289,250 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $127,041 $133,665 $107,345 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 5 PB 10-47 LOT 9 & W1/2 LOT 8 BLK 119 LOT SIZE 75.000 X 124 COC 22796-3890 10 2004 4 Generated On : 6/7/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $251,525 $245,324 $239,250 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $276,525 $270,324 $264,250 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $251,525 $245,324 $239,250 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $251,525 $245,324 $239,250 Sales Information Previous Sale Price OR Book- Page Qualification Description 10/01/2004 $425,000 22725 4943 Sales which are qualified 10/01/2004 $0 22796- 3890 Sales which are disqualified as a result of examination of the deed 04/01/2004 $299,000 22266 1201 Sales which are qualified 06/01/1999 $152,500 18663- 0634 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: 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 as 0-1401 6Lscavoz`c, Date Print Name REDEfVED AUG 0 9 2018 x4"Mull Noa 18-0129.08 Mark Size Sq.Ft. Type Noa Noa Press - Cii[c Press 1 74" x 39" 19.5 HS 17-0918.09 -65/+65 -50.0/+38.2 2 74" x 63" 31.5 HS 17-0918.09 -65/+65 -39.8/+36.4 3 53.6" x 38.8" 14.6 HS 17-0918.09 -65/+65 -41.6/+38.2 4 108" x 84" 63 GD 17-1010.04 -51.21+45.3 -41.6/+33.3 5 74"x 33.75" 16.8 HS 17-0918.09 -65/465 -50.0/+38.2 6 74"x 38.8" 19.5 HS 17-0918.09 -65/+65 -41.6/438.2 7 37.3" x 26.5" 6.7 HS 17-0918.09 -65/+65 -43.4/+40.1 8 37.3" x 26.5" 6.7 HS 17-0918.09 -65/+65 -43.4/440.1 9 74" x 39" 19.5 HS 17-0918.09 -65/+65 -50.0/+38.2 10 37.3" x 62" 15 SH 17-1018.08 -75/+75 -41.6/438.2 12 37.3" x 62" 15 SH 17-1018.08 -75/+75 -41.6/+38.2 '14 37.31x 62" 15 SH 17-1018.08 -75/+75 -41.6/+38.2 16 37.3"x 62" 15 SH 17-1018.08 -75/+75 -41.6/+38.2 17 36" x 80" 19.8 FD 16708.1 -65/+65 -41.6/+38.2 18 36.6" x 24.7" 6 HS 17-0918.09 -65/+65 -53.6/+40.1 19 74" x 62.2" 30 HS 17-0919.09 -60.2/+60.2 -40.6/+37.2 20 73.2" x 80.6" 40.5 SGD 17-1218.20 -60/+60 -41.6/+38.2 21 74" x 38.7" 19.5 HS 17-0918.09 -65/+65 -50.0/+38.2 22 37.2" x 38.7" 9.7 HS 17-0918.09 -65/465 -53.6/+40.1 23 37.2" x 26.5" 13.5 HS 17-0918.09 -65/+55 -41.6/+38.2 24 37.2" x 38.8" 9.7 HS 17-0918.09 -65/465 -43.4040.1 •• ••• . • • • exist. to ' •• • remain • • • • • •• ••• • • • • • • • •, • • • • •• • • • • • •• • • ••• • • • • • • • • ••• • • • • • • • • • • • • • •-•..••• •• • • • •• •• • ••• • • ••• • • 5•1 • • • • ztiS- - . • • SUBJECT (0 CalPLIFNCE'MTN ALL FEDERAL T: TMNtl CC41`11 Y RULES AND REGULATIONS r.T.S. 01/09/2018- 12:09pm inteml V:\Projectsl_Master Plan Sheet Store\Windows-Doors-Shutters1400 Wind Charts\Reference12017 Windload Charts References12017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE'C' BASED ONKd=0.85 MRH <_60' INTERIOR ZONE1PRESSURES 18ft +40.1 -45.1 +41.6 1 PRESSURES (PSF) - Z Tributary Area (Sq Ft 20 30 40;I +38.2 -43.3 +39.7 -40.6 : +37.2 -42.2 +38.6 -39. + 3 6 . • -41.4 +37.9 +37.3 20 ft -46.2 +42.6 -44.2 +40.6 - 43.1 +39.5 - 42.3 +38.7 -41.7 +38.1 25 ft -48.4 +44.6 -46.4 +42.6 -45.2 +41.4 -44.4 +40.6 -43.7 +39.9 30 ft -50.3 +46.3 -48.2 +44.3 -47.0 +43.0 -46.1 +42.2 -45.4 +41.5 35 ft -51.9 +47.9 -49.8 +45.7 -48,5 +44.5 -47.6 +43.6 -46.9 +42.9 40 ft 53.4 +49.2 -51.2 +47.0 -49.9 +45.7 -49.0 +44.8 -48.3 +44.1 45 ft 54.8 +50.5 -52.5 +48.2 - 51.1 +46.9 - 50.2 +45.9 -49.5 +45.2 50 ft -56.0 +51.6 -53.7 +49,3 -52.3 +47.9 -51.3 +47.0 -50.6 +46.2 55 ft -57.1 +52.7 -54.7 +50.3 -53.4 +48.9 60 ft -58.2 +53.6 -55.8 +51.2 -54.3 +49.8 -52.4 -51.6 +47.9 +47.1 -53,3- =52a`' +48.%- f+4 : 1 v. INTERIOR ZONE(), EXTERIOR ZO EXTERIOR ZONES PRESSURES Mean f DESIGN PRESSURES (PSF) - ZO E 5 C 3_ Tributary Area (Sq Ft) ✓ fght _10 _ _20 30 40 50 ft -53.6I -50.01 -47.9 -46.4 -45.2 its,. 5 ..+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 +46.3 -57.9 +44.3 +44.3 -55.4 +43.0 -53.7 "_--,,---:2::, 1.5;, 35 ft -64.1 -59.8 -57.3 ' 55 +47.9 +45.7 +44.5 _ 40 ft -65.9 -61.5 -58.9 = 7 ' .6 +49.2 +47.0 +45.7 4 4. _ 45 ft -67.6 -63.0 -60.4 -58.5 257. +50.5 +48.2 +46.9 +45.9 +45.2 50 ft -69.1 +51.6 -64.4 +49.3 -61.7 +47.9 -59.8 +47.0 -58.3 +46.2 55 ft -70.5 -65.8 -63.0 -61.0 -59.5 +52.7 +50.3 +48.9 +47.9 +47.1 '#5p ft -71.8 +53.6 -67.0 +51.2 -64.1 +49.8 -62.1 +48.8 -60.6 +48.0 AEIHT EXPLAINED a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF ME4N 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. a ELEVATION ROANROOF 2 HEIGHT PEAK ROOF HEIGHT ENCLOSED STRUCTURE, FLAT TERRAIN MRH = MEAN WOOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: �1 IDENTIFY THE ZONE OF THE OPENING IOC - R-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE BELOW LEFT OR INFOR ON'P OVIDEO- Y ERS. 1.1. ANY QUESTIONABLE OBE CONSID D THE MORE CRITICAL (EXTERIOR) ZONE 2. I5DENTIFY THE BUILDING M T FROM THE LOWEST GROUND ELEVATION. IF MEAN ROOF HEIGHT CANN F D," PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP F TO E VALUE. 2. VALID FOR ALL ROOIt� Est SLO . EE AN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARY'ARtJ1_ IT . ON AS THE GREATER OF (HEIGHT * TH) OR THE SPAN LENGTH (HEIGHTT'!'AI.I L IVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTUICA' 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. \a�READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY I ACCORDANCE 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 MUNICIPALITY PRIOR TO TABLE USE. ERAL NOTES: TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 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. •2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS 44.3 `THAN 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 (DIRECTIONAL.ITY 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 LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS USTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS USTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS D-HEREIN. 10. THIS SPECIFICATION DOES NOT ER -A SUBMITTED TEST CRITERIA AND OTH OF THESE TABLE VALUES WHICH IS T 11. ADHERE TO ALL LOCAL IMPACT 12. NO CERTIFICATION IS OFFERED 13. EXCEPT AS EXPRESSLY PROVID LEAST HORIZONTAL DIMENSION MEAN \O PLAN VIEW ®L COMPLEX \ ISOMETRIC CORNERS ROOF HEIGHT VIt-LISd W-00 8 V1 m O 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 TIE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PINT WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS ALTERATIONS, ADDITIONS, OR OTHER MIXINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH m rDortmmr061 Ammm rny 6IirlDtAym Ol my 31xx., 171E000 ••Gm bZ'x �1Drgttiy •. •.• MG-1ZDmDz7..,. • • • • • •• ••nyo-SV•• • • < ID212 l-re>•wO!p(}dDmm4••z140;1•(6Am= mm p.cp Inen r.r v T • 6TH EDITION FLORIDA 6E LEUNIG'GQI1E 2017 • • • ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS ChADDAVQ • MASTER PLAN SHEET. : ::•• • •• • ASCE 7-1d* •.•••• • • • • •• 2 =a D to N x m O r(G 0 D CERTIFICATION. REFER TO ANY SEPARATELY STALLATION INFORMATION AND APPLICABILITY ACCORDANCE WITH GOVERNING CODES. ANCES. HOST STRUCTURE. ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. -z - X O•0 m -I -1 �O-D -I DI- m 0 93 QCZ to n Ti z l D Or ENGINEERING EXPRESS® CORPORATE OFFICE: 160 SW 12th AVENUE, SUITE 106 • E EERFIELD BEACH, FL 33442 • • • P: (954) 354-0660 F: (954) 354-0443 • • • •••CERT OF AUTH $9885 • E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM s c� v P Li CD gv2 m M� n < 00 �o o, pr Ato Am 0 En, RST CAS ARIO DESIGN PR ... RE CH LO ILDING CODE6TH EDITION (20 ) BR ARD COUNTY FLORIDA 170 MPH EXPOSUREC .Mean Design: Preset oor Door Roof W -4•14)10bt_ a Negative 8 7 33.6 42.1 - lc' 9- -7- T ' A33.3 -41.6- 10 7 15 '33.0 -41.0 16 7 31.9 -38.7 18 7 31.6 -38.2 8 7 34.0 42.7 9 7 33.7 -42:1 10 7 16 33.5 -41.6 16 7 32.3 -39:3 18 7 .32.0 38:7 8 7 ...34.5- . -43.3 9 7 34.2 -42.7. 10 7 17 33.9 -42.7 16 7 32:7 -39.8 18 7 32.4 -39.2 •8 7 34.9 -43.8 9 7 34.6 -432`. 10 7 18 34.3 -42.7 16 7 33.1 -40.3 18 7 32.8 -39.7 8 _ 7 35.3 -44:3 9 7 35.0 -43.7 10 7 19 34.7 -43:1 16 7 33.5 -40.7 18 7 33.2 -40.1 8 7 35.7 -44.8 9 .7 35:4 -44:2 10 7 20 35.1 -43.6 16 7 . 33.8 -41.2 18 7 33.5 -40.5 8` 7 36.0 -45.2. 9: 7 35.7 -44.6 10 7 21 35:4 -44:1 16 7 34.2 . -41.6 18 7 33.9 -41:0 8 7 36.4 -45.7 0 7 38.1 -45.1 10 7 22 35.8 -44.5 16 7 34.5 -42.0 18 7 342 -41.4 8 7 38.7 -46.1 9 7 36.4 -45:5 10 7 23 36.1 44.9 16' 7 34:9 - -42.4 18 7 .34.5 -41.8 8 7 37.1 -46:5 9 7 - .36.7 45.9 1.0 7- 24 .36i4 45.3 16 7 35.2 42.8 18 7 34.9 -421 8 7 . 37.4 -46.9 9 7 37.1 . -46.3 10 7 •25 .36.8 -45:7 16 7 35.5 '. -43.1. 18'. 7 35.2 -42:5 ART, ENCLOS EXPOSU REC Mean Design. Pressure Door Door Roof W(dttt Height Height Positive Negative 8 .8 332 -41.5 =40.9 9 10 16 .18 8 9 10 16 18 15 6 17 18 19 20 21 22 23 24 25 329 32.7 :40:4 31.5 -38.1 31.2. 33.7 -37.5 -42:1 33.4- -41.5 33.1 - =40:9 32.0 -38:6 317 34.1 -36.0 -42.6 33.8 42:0 33:6 -41:5 32:4 -39.1 32.1 34.5 -38:5 -43.1' 342 -42.5 34.0 -42.0 32:8 .39.6 32:5 34.9 -39.0 -43.8 34.6 -43:0 34.4 .-42:5 '.33:1 -40.0. 32:8 36.3 =39.4 -44:1 35.0 -43.5 34.7 .42.9 33.5 -40.5 332 35.7. 3928. -44.5 35.4 -43:9 35.1 -43.4 33.8 -40.9 33.5. 36.0 -40:3. -45.0 35.7 44.3 35.4 -43.8 34:2 33.9 36.4 -40.7 -45.4 36.0 -44.8 35.8 -44.2: 34.5 -41.7 342 36.7 -41.0 -45.8 36.4 -45:2 36.1 -44.6 34:8. -42.0' 34.5 37:0 -41:4 -46:2 36.7 -45.8':. 36.4- -45.0 35.1, -42.4 34.8 41.8 ED BUILDINGS Y t EXPOSURE -D: 1a:sak.:1 iS_•¢ 4f7?_` Mean . Deslpn Pressure Door "'.Door Roof 1l._ Width Height Height 0 Positive Negative ''8;e ..7 4'40.714 >u51:1' 'i:+91.. -+•47 240:40 :.50A= :x10 s 7- 7 .157. _:.40:13 4--49.87- 416 1-7 >'tr .I`387.' x�70a 184 r 7 "v• fi38;33 X 483:- -t8*1 . 7 r-_„'-^. •41:222 -S•51:7. .1.9,7 - 7 ='a 4140.8: W51.04 -10 =' ;. 7,r ;'16:; 40:3o .'50:4 r .i-16i 'z 7.,s °- A 11139.1 .=4753 418' : 7 i, 7-.-1.1 73872 Fit-46:6;. 8, ..74 t' , 41.6-4. 1~`-52.3= a'9 ' ,_-7 J`1 :::41.3 51.6`_ 10: .e47 _17,11 it40.9 3: 't-"-50.9'- '416 -r 7 4 '-' e 39.5 :-. =-48.0 4 2..18 7=s .•- i.392,:. 4-47.3, -0c8 •. +c7 .:` ; T 42.0-� 4:529.7 9 ,:7 :.A} .•41.7 -521.4 10.:=-7 18+:a41.4:= *41.4' 18 :..t7= 439.9 s-48.5 • .18"' ,7 --- -39.5'4. T-47.8':z 6 :::.7- _ '42:4s 4-.53.3-.- �i:9 -• 7 -42.1 " 1- 52.6:. :710 i -'7: -19 -41.7. , -51.9' .16 `- .=-7 •- -- s40.3:: -°49.0: --_18=:t.,7..• ,-,- s399::.48:3 8.- ...3 ' -`42_8: -'=53.8 ':9a: •.7 - = 42.5'= 53.0'- 10 ::::_#7. ", 20 ' 42.1=7 '_•52.4' R.16 - -4-7a- Y 440.7y.''49.4a 1e ..:7 •--• 40.3 = 46.7-0 8 -: 7 432.: -54:2: y •, ",7".= . 42.8 ; '-53.5 • 10 "<7 .21 ; -42.5:- ..-52.8_ .:16 ` 410- •,_498.' ____ 8 3 -7 » . 43. �• - ..249.1, 4-54.77 -r 9 -•. v 7 ..c M 443.2 i s -53.9 •10s -1= =22°'42.8�r77;532 :-16. -•:-.7.', "- ` 41.3,- 7 50.3 - 1 7 .. 4u r410-7 >�9.5 8-4 A. 7. 43.9 . -4.55.1 9x--7 _ �...' c _43.5:-,54.3 10- _ 7 •.. 23' 432'. i.53.7--- .16 ;: _;7:. . ,4 .-.41:7. -.50.67 18 :4,7 -. -: `*41.3^< tf-9 9 5. +_8.. _.7 ..4425 s55:5:- ' 10-a 7-4 •' 24 :.a'43.5 s _ 54.1-r '16`� »•7 -:'r'_ :742.0- '-51.0- 18. L'7 4187t '-503-: _8-4..0:77« 444.5':r -455.9 r9_c 5.-7 - "''44.1 11'55:1:-, -10T -1'7-i ' 251 .1'43.8'a s 54.4 1-16p att7-. 7t,..r- .42.3,7,5-51:4 .18 -• ..47 , "T.` :=41.9 -50:6 Notes: 1) Design pressures have been calculated using procedures listed In ASCE 7-10, Chapter 30, Part 1, for Low Rise Buildings. - 2) The calculated ultimate wind pressures have been multiplied by 0:6 to convert to the nominal (ASD) design pressures shown. 3) Pressures have been calculated based omen enclosed budding, any roof slope . Risk Category II. 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building. 5) Most_ garage, door openings will not be Iodated completely in zone 5. Therefore Individual calculations will result in lower pressures. 6) For mean roof heights less titan 15', use 15' pressures. 7) This Table is only to be. Used in conjunction with Amarr Garage Doors. 165 Camage.Cotut • Winston-Salem, North Carolina 27105 Phone (336) 744-5100 • Fax (336) 744-5815 www.amarr.com ENTRE AATIC r'vit s*� .EXPOSURE Door, .wrath 4ic9y2 zr10. s 16.- ?f•18 tror Height -as10 -8w •X/13Ist ,18. a-18 • 04 8i k9• .1Q • r16 18.-• 1$ 8• g,• ▪ 10 .*8'1 v8 • •`S8. • Mean Height 7' 18 17 Design Pressure Positive Negative 40.3 -50.3 4097 49.6; •39.7e: •• 49.0 4 38.3r� a 462; E 37.9 2 1 45.5 .40:8- 450:9ti 2.40.4 • .-'-50.2 x 440.1.E 4-49.6 4-48 7 ▪ 4 480:1 %5,=�,.SD:1 t i9.1 i 7"472 Y388 'r46.6= ▪ 37 ".a 41.6 -;520' ^41!3•-51.2, • AP: -50:6 • r39.5---47.7.: !39.1•' -47A 4▪ 8a •:8 8,. 18 ;: 8r:- s 18a 9 _1D 73 •18 •18 8�^ 10 T18 4 :8c -'•8- 4c 8 A. =.8 . BY 18 -xi- - g.. 10 _ 18 18 -8 • : 1fi rn_• NN ,,,w$$$^' E �8tt •_e-. -• ;48 r8 8r .4#02..:41 M'$ _;t8 :r.84 21 .i� 22 1_. 24;y t :. k25:. D- 48679 ,74240s:i --52.5 41.7. 31.7 41.3.. 31.1 • 39.9_0 , 48.2. _SM. • •47.4 ▪ 42:4: -52.9 " y4'Lb• •-•-52.2. 41i , p 402 48.6 -47.8' 42.8 --53.4 42.4 - ::-52.6 42:1 52.0- '-40.6 - 49.0` 40.2 431 - - 53.8` 427� '53.1= 40.9 40.5 43.4 - :,.54.2 43 1 42.7__ 412 =49.8 -740.8 •49.0. 43 8.54.6 r .43.4.E 7 53.9z: -.-53 2 -'41.5_ -50.2' 411 . •-• 49.4:. - 437b .:542.: 434�153.6 -49.7f and - • 2 3 a•• � • • • • • • • . • • • • • U MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy cLmarr_Garage Doors_ 7 125 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count; Prpdit Cont!tbSt"ction (It • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the AN tb havetlitrpduct or • • material tested for quality assurance purposes. If this product or material fails to perform i$Waccepted•m2nner, tht manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mo$t'fjf,'or suspend the use cjf such product or material within their jurisdiction. RER reserves the right to revoke this a.cep'lance, if it ls' mtermineti • by •Miami -Dade County Product Control Section that this product or material fails to meeVthe requirMiM$ts of tht'; • • • applicable building code. . • •• • . This product is approved as described herein, and has been designed to comply with the FloridaTuilding Code,'• includesthe HighVeloctty.Hurricane Zone.___ _— •- • _ . DESCRIPTION: -Model 950 Heritage &,655 Oak Summit.1000,-2000-Steel SeVionul Garage•Reer up.._ • =to 9'-0" Wide (DP +45.3, -51.2 • PSF) ' • APPROVAL DOCUMENT: Drawing No. IRC-9509-169-15, titled "Model 950 Heritage & Madeih5 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets Ithrough 3 of 3, dated 03/12/2003, with revision C dated 01/28/2013, prepared by Amarr Garage Doors, signed and sealed on 06/13/13 by Tomas L. Shelmerdine, 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 LNIPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 415-0505.12 and consists of this page 1 and evidence page E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMWADE COUNTY APPROVED NOA-No 17-TC7.0714 Expiration Date: September 4, 2018 Approval Date: December 14, 2017 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. None. B. CALCULATIONS 1. None C. QUALITY ASSURANCE • • • • •. 1. Miami Dade Department of Regulatory and Economic Resources (R1�j. • • • • .. .. . . .. . ..• . • D. MATERIAL CERTIFICATIONS . .... . . 1. None. •.... • .... .... . . E. STATEMENTS • • • • • • • • 1. Statement letter of conformance to FBC 2017 (6th Edition) dated OStk th1;7, prepared, • signed and sealed by Thomas L. Shelmerdine, P.E. • F. OTHER 1. This NOA revises NOA # 15-0505.12, expiring 09/04/18 E-2 . . • .. . . • . . Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 17-1010.04 Expiration Date: September 4, 2018 Approval Date: December 14, 2017 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NOA # 13-0503.07" 1. Drawing No. IRC-9509-169-15, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated 03/12/2003, with revision C dated 01/28/2013, prepared by Amarr Garage Doors, signed and sealed on 03/13/13 by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 13-0503.07" 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testjxft, IN., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gam T. HartMAn, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBG' 1 AS' 202-9E • •• • 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203.94.. ... • 4) Tensile Test per ASTM E8 • • • • • • • • 5) Forced Entry Resistance Test per FBC, TAS 2024 • • • • • • along with marked -up drawings and installation diagram of 9'x 7' 24 ga'steel garagetit•or Model 950, prepared by American Test Lab, Inc., Test Report No. AlJ C 0128.01 13R, dated 04/02/2013, signed and sealed by David W. Johnson, P.E. • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBE 1'�•5 20244 • • 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 9'x 7' 24 ga Model 950D Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 08-0718.01" • • • • • •• • C. CALCULATIONS "Submitted under NOA # 13-0503.07" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.01" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS F. STATEMENTS 1. Statement letter of code conformance to the 5th edition issued by Structural Solutions, PA., dated 04/08/2015, Shelmerdine, P.E. 1. None. E - 1 (2014) FBC and no financial interest signed and sealed by Tomas L. • ls6.«.\.Lt 'shag' I. Chanda, P.E. Product Control Examiner NOA No 17-1010.04 Expiration Date: September 4, 2018 Approval Date: Deceznber 14, 2017 12 GA. TOP ROLLER DRAGNET ATTACHED V/(4) 1/4' x 3/4' ILEX HEAD SCREWS PER BRACKET TYPICAL TOP FIXTURES N.T.S. SEE (TABLE 2) ON PAGE 3 FOR "RECMMEN0E➢ SECTION CONFIGURATION 3. 20GA STRUT ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREWS 3' 20GA. STRUT ATTACHED V/ (3) 1/4' x 3/4' HEX HEAD SCREWS ADJUSTABLE RM.LE0 CARRIER ATTACHED V/ 12) 1/4' x I/2' BOLT L HUT PER BRACKET 2' (0 DALE STEEL 3' STEM ROLLER A SEE TABLE ITNPAGE 3A TOR STILE PLACEMENTS 9' 0 MAX 3' 20GA STRUTS ATTACHED V/ (2) 1/4' x 3/4' EA CENTER STILE INSIDE ELEVATION N.LS. 14 GA DURASAFE END HINGE ATTACHED V/ (2) 1/4' x 3/4' )F)( HEAD SCREWS PIGA. DORA:ATE ROLLER CARRIERS ATTACHED TO END STILE V/ (3) 1/4' x 3/4' HEX HEAD STJREVS PER CARRIER ID A PIGA. DURASAFE CENTER HINGE ATTACHED W/ (4) 1/4' x 3/4' HEX HEAD SCREWS TYPICAL DURASAFE CENTER HINGE N.T.S. (TOP) THROUGH --SEE TABLE > DM PAGE 3 FIR STRUT SPACING • 2' 10 BALL STEEL WITH 5' STEH ROLLER V/RETAINER SLIDE LOCK ENGAGES INTO VERTICAL TRACK ON BOTH SIDES 5/8' NIN ENGAGEMENT (SNAP LATCH, OR LOCK BAR OPTIMAL) ATTACH V/(2) 1/4' x 3/4'1EK HEAD SCREWS TYPICAL DURASAFE END HINGE H.LS (1) 5/16' MA. x 1-5/8' tA0 BOLT ATTACHES TO JAMB AT EA.JAMB BRACKET (3) 20 GA CENTER STILES ATTACHED WITH (2) TOG-L-LOG AT THE TIP AND BUTTON RAIL AO ADHESIVE TO INTERIOR FACE (1) 7/16' DIA BOLT RETAINER PER ROLLER 1/4-0 x 5/8'TRACX SPLACE BOLT AND NUT TRACK MOUNTING DETAIL N.T.S. DR (2) RIVETS 20 GA GALV. STEEL END STILE ATTACHED WITH O) TOG-L-lO TO DOORS SKIN AHD CO TOG-L-LOG AT THE TOP AND BRITON RAIL 2' THICK 24 GA. MIN EXTERIOR STUN W/BAXED ON POLYESTER FINISH STILE STIFFENERS (3) LOCATED IN HINGE !CLEW ON TOP SECTION MAY HOLES FDR STRUT ATTACHMENT <STRUT NOT SHOWN FOR CLARITY) 3' 20GA STRUTS ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREWS AT EACH CENTER STILE TYPICAL STILE STIFFENER J N.T.S. 19y0 re) ROWS OF TMRE 13) VENTS £DUALS 16 S0. I HES 3 3/4' FIRE SIDERO54 r GMT. VERTICAL JAMB 2K 5)Y 0R SPF (N0. 2 CR BETTER) OPT IDNAL VENT H.T.S. 3. 20GA STRUT ATTACHED V/ (2) 1/4' X 3/4' NEK HEAD SCREWS AT END AND CENTER STILES 2' 10 BALL STEEL 5' SIMI ROLLER S.ECTION N.T.S. /MtIL Ili etFiri •B:' 11.11111. • • • TYPICAL B1 TO* 11RAL•(ET N.LS • • • • •• • • 2 GA ((I101FRC)AL TOP FIXTURE ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) 1/4' x 1/2' BOLT AND NUTS 14NDF�NINGE 3' x 20 GA STRUTS (2) PER SECTION .. $/ CONL B7NE5EALoR A —A (SIDE VIEW) (SPLICE) 3 GA FLAG BRACKET ATTACHED TO WOOD Vµ(3) 5/16 DIA. X 1-5/8' LAG BOLTS AND 70 TRACK V/ (4) 1/4'-20 x 5/8 TRACK SPLICE BOLTS AND NUTS SPLICE TRACKS AT 11U5 LOCATION W/ (4) 1/4'-20 TRACK STUTE BOLTS 4. NUTS SECURE TO JAMB WIN (3) 6/15' DIA. x 1-5/8' LAO BOLTS (I) D/.- DIA x 1-5/8- LAO BOLT ATTACHED TO JAMB AT EA JA1(3 BRACKET 12 GA OALV. STEEL JAMB BRACKETS ATTACHED W/ (1) 1/4'-20 TRACK SPLICE BOLT 4 NUT LSEE (TABLE 3) 1➢1 PAGE 3 OR ABB BRACKET SPACING TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL 000RS PRODUC f REVISED An 22 01IM)M{ Wb. I►e Mkrii. bolding Code M60440 nN• I7-rolo.>51 2(BpinM{B• Soto Seroy„7-4,65 411 �B•MBt4C•R•4 1 LARGE MISSLE IMPACT RESISTANCE PRODUCT REVISHD es complyies ***the Santis goad* Coda AOap1RPr• No BOTTOM BRACKET 13 GA ATTACHED yaw, K3/4'. HEX•HIAO SCRIMS • • • • • • • • • • • • 4?' • • • • • • • • II(00UC7 REVISED •)1 101PiyllO wit the florid* •• • • 111414k0CodsAcooptmolgo A �,d fly W • • • ••• • • • • • • • • • • f cODd fLY DESO(PDdI G RCN9015 DAL( DT A ATHAITO)A20/R1:M]1L8b4F0)/QID C6/II/)0 90T B W0IDA)EC3R0 10/D/11 aC C OWTIDPIOCTY 030 01/8/13 RR Al9 0 14E �� `TItSHE(� +i/� I DESIGN LOADS � s�c,: •GEASFF9p°s- +45.3PSF.,( 0 •% o §0 -51.2 PSF 8 * .9f/ STATE OF •/ a (FJ URGE NI7�E DmC. •� O P,,��'G�a `, 2: RESISTANCE /iySS�ONA4TE' °��,, v it FL �a 165 CARRIAGE COTU WINSTM-SALER, NC. 2)105 VVVA)IARR.009 MODEL 950 HERITAGE (24 GA) 1000, 2000 MODEL 055 AA1< STA M(T (24 GA) 1000, 2000 SHORT, LONG, FLUSH, AND 0ATE SUMMIT PANRIS 931 CRAYI 21 0U DATE D3/U/63 M61150 N112E1 B af.G®e) at DATE 03/12/N RC-9509-169-15 9EE1 I (f 3 • • • • • • • • • • • • • • • • • • • • • • • Odle • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SPECIFICATIONS AND NOTFS, 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +203.9 LBS/FT 4( -230.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED YATH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 CA. (.0216) MIN. EXTERIOR SKIN ROLLED FORMED, 1Y/ BAKED ON POLYESTER FINISH 5. DOORS UP TO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (2) 3' 20 GA STRUTS PER SECTION B. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF' 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE INJJUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES_ AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI 0R MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNT( UNDER THIS NOTICE OF ACCEPTANCE. AVAILABLE TRACK CONFIGURATIONS N.T.S. DESIGN LOADS +203.9 LBS/FT -230.4 LBS/FT INTERIOR OF GARAGE MAX. WIDTH 9'0' r— 11IIIl1I1 II SEE NOTE 2 WOOD JAMB ATTACHMENT TO STRUCTURE 5 X 6 VERTICAL JAMS ATTACHMENT TO VDon FRAME STRUCTURE. 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 24' D.C. (1 1/2' EMBEDMENT) 523 HILT] KVIK BOLT 3 ©' XT4' STARTING 6' FROMSENOS THEN 24' OG, (2 I/O' EMBEDMENT) HILT1 SLEEVE ANCHOR 3/13' X 2-3/4' STARTING 6' FROM ENDS THEN 20' U.C. (l 1/4' EMBEDMENT) ITW/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 I/O' EMBEDMENT) 2, x 6 VERTU:AI JAMB ATTACHMENT TO HER 1 OV C-90 El OCK SIMPSON 1/4' X 3' 111EN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 16' D.C. (I I/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KVIK-CON II* SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) A7 16' D.C. 0 1/4' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTF➢ C-90 BLEICK (P000 Psi GROUT) 1111.11 SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' D.C. (1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLDV C-90 BLOCK) .LAGS AND BOLTS CAN BE COUNTERSUNK ID PROVIDE A FLUSH MOUNTING SURFACE. )(PREPARATION DE WOOD JAMBS BY OTHERS 1/2' MIN •• ••• • • • • • •• HS UCTuilLLMO L• !TRI•TUAL SRUC • • • `�•7 • TRI•TUID 1 2-3/4' MIN 1-112' MIN TYP2X6 . • IB JM• • • • • • • • • • ••• ---r• • • 3' • • • •• • • • •• • • • • • • 4' •• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P1ODUC f REVISED as otaoplyly Milt lbe Masada HaWi.R Cade Acsptaao No ( ./O 0.0 K reburials Dais 1 Os dr PRODUCT REVISED + aria the Florida linikting Coda PRODUCTRCVISEO as comply►IB Mel( Eta ATMCa Building Code Aoepesoe Olo r . 2 Acoepl(auoc No (1 03, (/ Expiration 18 RIT SCARPDMi IT RUM DUE Br A iTHYR01 A z0/ 6H; ME13. R6 &1C3 i0:81 CN/1l/08 SXII 9 Up(®ARC2X0 ID/13/0 OTC C 0 8133/P O 10296SS 11/23/13 RR MAX 5¢E `� T"46 5HFfz 10 . 9 R 14' �1 4 DESIGN LOADS �O�e e: L (,vF°I, Ez +45.3 PSF �€ .,`hrOT�:\CENS'LC`�,�Q��P -5t.2 PSF J .B No oonap C�`V2LK * 11�C/ tr 1,s1,% /STATE OF luj LARGE MISSLE .+ IMPACT E- CORIQP lo'el RESISTANCE'', •OAr S• ......... 1 • FL 4,41OfVA♦ 461 163 CARRIAGE GMT VINST01-7ALEII, MC, 27,4e VWANARRCOM MODEL 960 HERITAGE (24 GA) 1000, 2000 MODEL 066 OAK 8UM111T (24 GA) 1000, 2000 SHORT, LONG, FLUSH, ANO OAK SUMMIT PANELS 97f DRABI Br CU DATE 03/12/02 B 0E620 Br AK DAIS 0)/12I113 DOIBP WO IRC-9509-169-15 21112 El TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A B C D E F G H I J K L M NO T ::;f ' 6" , `" �_._:�� .6 1�12 � -�, `1'` 2 (81 . �� ,:� 6 v � _ 43 �3/a.� r�4 b 51 6�1.�!!#?,� ° �-� ' 3F ��.,� ' .•�.� ti'i ��. 41411 k . A..9;' . �a z ray ...._,;� 5 �� 76 : a � l 82 1/4" 7' 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 7'�' ... . �. ; 1/2' - ;'E .1 " . .�,w g2 3/ ; .. a � 3 ..,., �Q 1! 3' Q �+1Na ��Lr�'F: f {j/8 Y�,Y.,.,� 9 � ' 91,p �. Y,.s , iA �_ ., _,1 y.110,5` . ' r A, ,16,$:afl4 ;. 8' 5 1/2" 18" 25 3/8" 36" 43 3/8" 54" 61 3/8" 72" 79 3/8" 94 1/4" '8 ? -5�1/2 :1,�� 25�(i/,•a - `3�¢� n- :A6;i�r$;it ;,6Q ,t S 67�31r�� z�� * I .45 s3,/3.zi «max. sEna ? =� sx ��. .�•-��:�� N �,.,� � h7 � A�..'It 6 �.0��4:. 9' 5 1/2" 15" 22 3/8" 33" 40 3/8" 51" 58 3/8" 69" 76 3/8" 87" 94 3/8" 106 1/4" '1 ' 9, 6 : L5,1,L? VIM �. ION ..... ..1' s-RW18 i 1, is 6;a :� '�- ' •Il, 4101 " t / 4, 'v 6' 07, a 3. Nl`�.�-101JA 1 90 11 7$7 �3/8,a b ' 3i .'. € i i s»�" s- :f%%': 4 1z12 -, . 10' 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 78" 85 3/8" 96" 103 3/8" 118 1/4' - �..- r �:4�6�� , 5 fi1 t$� g y '. x .. I �.:.�� , �� r : ,1: ��rs� " tip, .�o�,. 3 . , ��3c�1: •11n �� _ 6T� :_4.i_ � - 6 , �r, g %8'i.. �.Q�r��,.�. < : �, 7. x , �.� :�rt� ... :� ,':,1 "T" �:,._�.......�1a i24� 4'f .� 11' 5 1/2" 18" 25 3/8" 36" 43 3/8" 54" 61 3/8" 72" 79 3/8" 90" 97 3/8" 108" 115 3/8" 130 1/4" t1 6'„ r 1m, '; `"18s„ 25 3/,8' $;3 "46 Q78' P 6Ojb J 3/,8cl" 78 .85. /a' 96'! '1.,R3/a`411 :41 A11018' .. 3 ¢ 1y4,'. 12' 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 81" 88 3/8" 102" 109 3/8" 120" 127 3/8" 142 1/4" r 12fi : 5 112,11 N 2 ,9f8' Pag 33 3/82 54"" 61, 3/$ i72 PIMA 9Q ; 37. 8. :0 : r .i ` /41 Aati .,)�33 3/,8; , 8 414 13' 5 1/2" 18" 25 3/8" 39" 48 3/8" 60" 67 3/8" 78" 85 3/8" 96" 103 3/8" 114" 121 3/8" 132" 139 3/8" 154 1/4" f1<0, (2..( 5;�/2'' 11.::'3 �5,3./$n" Y8$L46 3i8' _6Q` 67 37$'. O,$_1-Pa 58fal , !k 4dJ' /„' 120 11274 ' 1i84 :1 _ T 1< t 14' 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 81" 88 3/8" 102" 109 3/8" 123" 130 3/8" 144" 151 3/8" 166 1/4" TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 • 14 0M,k D. a11r.2I. ° 1.1`' A21' '21"- :21442'f 13' 6" 21 21" 21" 21" 21' 18" 18" 21" 10f'0 .2,1, .t 1 $..13$ Y1.8I «18`o rA18,g -13'"' -T.I 12'6" 21" 18" 18" 18" 18" 18" 18" 21" 41001, 2)14 21' .2tf '1 MID 4l8" zO1'"t 11 6 21" 21" 21" 18" 18 18" 21" .1 110 --2.i0t "'1-8b V8" gn, rite; ,182 "2,f' 10' 6" 21" 21 21" 21" 21" 21" 141.0rO 2.1•" 121E 21't xrifOli 46.1)0 01.13 96 21" 18" 18" 18" 18" 21" t�$',:0° : li,: ' 013A" 181' 'I '' 1W i71.8.': 8 6' 21" 21" 21" 18" 21" 7' 6" 18" 18" 18" 18" 18" ItaLotai iat4 "21 ' 21'" ;"2.4 6' 6" 21" 18" 18" 21" TABLE 3 DOOR HEIGHT TRACK ATTACHMENT SPLICE AB G D E F G HST 6T 6" Q4 W 4,411 §7 .-.i . 7'-: ;,. 7b r"'' 4. 7' 10" 21" 42" 63 76" '' 7Iz6It'N.Z } 3 Ogg .g.0 --72'1. ,. , -'g69. ,1 t 8' 10" 21" 39" 57" 75" 88" � 8 &F 40, 21 L 42 - - ' . s R --4 gx94 9' 10" 18" 36" 54" 72" 90" 100" riq 1 - 10% 21N 'MN ITN WO i'98' rm f ••- WA ` 10' 10" 21" 42" 63" 81" 99" 112" ARCM IC 21" , 42' <VA Vag l,R..`� i a ird.,1001 • 024" • 11 10" 21" 39" 57 75" 93"• 111 12' 10" 21" 42" 63' 84" 1051 i, • •: '103' ' .:1:0 1 O t21 ; : 89 187 :7n5, iai CM 1129,41 f1 2;a 13' 10" 21" 42" 63" 81" 99" 117" 135" 148" EL 0 1Q'u, W18 '425o An tom, 1 ._' .. 11 1' F1 '` :160" 14' 10" 21" 42" 63" 84" 5'�f 12 147" ALL TRACK ATTACHMENT SPACING +/- I" ALLOWED MA1MSYP•OR SP, I90.2 0R StTTER ONLY • • • • • warp/yin with the 10Y0O4 A Wdmi Cola I �LP 09 e ARelE"" N• A t cgspn .Day4.M1- '� c.••+I DESIGNSLOA05 Ng `,oP's 5A-vi 5NE(1� eo�o� 4 +45.3 PSF W e e'' ''ENS •.'9' ., of • PRODUCT REVISED -51.2 PSF oo O .• v E` .`. �Ie, r0° with the & 5 �ti/ No 004857 Y dii w4 Q. r Aavgrn wl��SAC ~ ;`7 it '11 I. 1 ° j G' v„O: 64 L.\. 1rr a ileikhg rEy E '9f/ STATE OF W Prndmr Olow21 LARGDAP ACTMISSLe � �co2;. kCpFitciP' •��. RESISTANCE A� 7y�is G' �1� 3 •• • • ••• gg FL. �0/1Q'ONA\»�V'." "'withnkekki TABLE 4 Section Width (tt) Panel Type Center Stile Location (Measured from Lett Edge) lst (in) 2st (In) 3rd (In) £isl S.hoil;: 24 8121 ;x4$ 00U '; 0-8,8 ' 8'10 Long 24.000 48.000 72.000 810 Bead 24.625 48.000 71.375 I48 s, :ta,.$J1-6-r z A4;0 6 49:0Q44`' MORN 812 Long 24.500 49.000 73.500 812 Bead 25.125 49.000 72.875 3 8. 4% ='Y Chit m RailVQv w=A41R .' :111& 42d: / 814 Long 25.000 60.000 76.000 814 Bead 25.625 50,000 74.375 .8 X: tic rf t 25.020E( Irego(I0 4''Z*i9711 8'16 Long 26.500 51.000 78.600 8816 Bead 5p1.000 75.875� �'3:FY-'•t3 ' ..JW v :3 Z266.112255 ag2.6 Y.,[.e._A 5210"0 ia7V,84_F:'- 8'18 Long 28.000 62.000 78.000 818 Bead 26.625 52.000 • 77.376 "tea $"4to rlit§hpit, "= �' 2710 4g 4a;0Q0* ,s1t%S:960. 8'110 Long 26.500 53.000 79,500 8'110 Bead 27.125 53.000 76,875 -�,Q,`GQ.0i ma'am a:S.(am 'Ac*.,:/y, 9rdlik,: ^ 441 *' i ^ai:8QdsL04 . 9'10 Long 27.000 54.000 81.000 910 Bead 27.825 54.000 80.375 pRODUC f REVISED RY D1SGtPIICK Cf TOMDAIS Ir ARRANN 722T17TEG L020.6550IG3ATID 9b/N ee 9C1 iseUED 1016C 2%0 1D/13/n C5C 03000 REX 1I0413S • 01/I0/13 NA 163 CA0"IAGE COAT WINSTO-$01D4, NC, E7103 WVANAAALDI MODEL 960 HSRTTAGS (24 GA) 1000, 2000 0445i Corti HODIL 065 OAK SUMMIT (24 GA) 1000, 2000 8H01r7, LONG, PLUSH, AND 0AK SUMMTT PANELS • • • • • SIE MAIM CU DM 63/17/61 1RANA611.569 • • • • • B also or Alf DATE 03/11/63 IRC-9509-169-15 • • SIG 3Cf 3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 CQunty DER - Product Control Section to be used in Miami Dade County and other areas where .11oy0P•d by thh•Mithority' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade°aourity Procl'ucttontror Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Qgggty) resew:tile right: • to have this product or material tested for quality assurance purposes. If this pr&juc,t• 8r mattri al Ails to • • • • perform in the accepted manner, the manufacturer will incur the expense of such tasting) and the AHJ may • • immediately revoke, modify, or suspend the use of such product or material withi ithtir jurisdiadoi3. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade:opt/ Product Control , E. Section that this product or material fails to meet the requirements of the applicable building cod • This product is approved as described herein, and has been designed to comply with•flie Florida Building: •• • •• • Code, including the High Velocity Hurricane Zone. • • •• • •• MESCRIPTION'SEFies Clipped; Extruded Aluminum Tube Mullion — L.M.I 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 considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 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 — l (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 per, 3C,(, TPti -94 • • 3) Water Resistance Test, per FBC, TAS 202-q4.... . .. • • 4) Small Missile Impact Test per FBC, TAS 201• .94 • • •: • • • 5) Large Missile Impact Test per FBC, TAS 2Q?--'i?: •. along with marked -up drawings and installation diagram of ca cement winciowtinullecl using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurflcafie;Testing.L b, Inc.. Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens N•o& • 1 •and 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) Unifonn 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 5' 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 r NOA No. 18-012 Expiration Date: March 28, 2023 Approval Date: March 29. 2018 E-1 .08 • • 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)‘. of no • financial interest, dated April 13, 2015, issued by AI-Farooq Ettpflration,'S"lgfied and sealed by Javad Ahmad, P.E. • 2. Laboratory compliance letters for Test Report No. HTL-008M; tQ5-08, Spgcijriens 1 • • • • • and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/(18,.signed wad sealed by.:.. • •• Vinu J. Abraham, P.E. • (Submitted under NOA No. 08-0331.07) . .. ••. 3. Laboratory compliance letters for Test Report No. HTL-00:80-0/03-94,• iAred bX • Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sedlal by Timothy 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 AI-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complgjg yeith FB,( JG,tb Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporatiaaw,.signe 1 aad sealed by Javad Ahmad, P.E. D. • . • . • .. • . ••.• • . .... .. . . . • .. . QUALITY ASSURANCE . .. .. •••• • • . . • . • • • . 1. Miami -Dade Department of Regulatory and Economic Resources. R R) .. . E. MATERIAL CERTIFICATIONS 1. None. . • • •• • F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 4, 2017, issued by AI-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 a ' er NOA No. 18-1 29.08 Expiration Date: March 28, 2023 Approval Date: March 29. 2018 E-3 j�1.000 ~� r,125 2.000 - -.125 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT• 9360 SUNSET DRIVE, SURE 220 f MIAMI, FLORIDA 33173 (C.A.N. 3538) /'� TEL (305) 264-8100 FAX. (305) 262-6978 , {•� MUWON\M95-13A ~ T %'• y" .250" TYP. HOLE 11 ' \\\\p\\1\pPI01 N\\\1i\\\\�\\\\\\\y\ 2.000 .125 �11! _ �' �[ifJ I�1� ' 4.000 TYPICAL I GLAZING PRODUCT CLIP 2.000 i ANGI F 3• ' �F ' Ix Sx = = 1X2 .332 IN\4 .332 IN\3 MULLION /h .`/BO. "'�4! ■� I o00 � . ; N• 6.000 �' �I� R@p[ 2.000 3.000 --4.000 -- 6063-T6 2.000 -li.12 6063-76 r,..0.1 125 4.000 .125 ' ' L4--2.000 -4-1 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 3.000 12s 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 nixIwstora HORIZONTAL OR VERTICAL MULLTON"---"'W - IN. SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES 2" 1.688 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 Sx = .9502 IN\4 = .6335 IN\3 1 X3 MULLION 6" 5.688 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. Ix = 2.9762 IN\4 Sx = 1.4881 IN\3 2X4 MULLION RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY .715 NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 6063-T6 1.875 L ,125 REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER 6063-T6 �2.000��125 .5MULLION �' H I',i NOTE REV. UPDATED TO 2010 FBC UPDATED TO 2014 FBC REV. PER RER COMMENTS UPDATED TO 2017 FBC 6.000 a a.125 r-1.000-1 �.125 APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS 4.000 CUP FOR 1BY TUBES 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 6063-T6 1.700 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED 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 FORA SITE SPECIFIC PROJECT, i.e.LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE THIS 4.000 - �.125III in g 0 La v '5 - N• N o = 4 a o RECEIVING PRODUCT AND SEAUNG AROUND OPENING FOR INSTRUCTIONS: WWLLTE��INFlLT@ATION JJJ222ES ANC ETC. • • • • : CpNDIIION ROI S WN_IN TH DRAWING ARE TO BE ANALYZED SEPARATELY, • USE CHARTS AND GRAPHS AS FO(d_OWS. • A -11•bb B R •EW _a`T BlfR DING OFFICIAL. 0 0 w LL c, z (date: 11-25-95 1)^ l eccle: 1/2' — 1' (dr. by: TAM , , (chic by: J� 2.000 .125 • • • • T7111II11/ STEP 1 DETERMINE DESIGN LOAD REQUIRED Plat A• • • • • • • • �H T //// •• \�V�J�® FOR PARTICULAR OPENING. • • • • • • • PApDU(!I'RL•y18�jf ••. S STEP USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING . �INYmg with ': ' I ENgF'• ;O �i 2 the F4riAe ABOVE LOAD REQUIREMENTS. BHn1doB Code STEP 3 USE CONNECTION TO MUWON AS PER PRODUCT ^°`�Ta°�Ne�B 0� C E iretioo •/r47 70" Ix = 2.0374 IN\a 3x.= 1.0187 IN\3 �/ "`��- - '• _ 1X4 MULLION Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 2X6 MULLION APPROVAL pate 2/y0�2/�.9� • _ 4.000 • • • • • USING GRAPHS ON SHEET 2 `ELECT Ml1iJON SIZE •KITH •sy • _ ' LL,Y AI 2111H : � drawing no. M9 A MULLION CI IP FOR 2BY TUBES STEP 4 DESIGN RATING MORE THAN •EST LOA• SPECIFIED* • IQia IN STEP 1 ABOVE. • • • • • • a�e Pr dtC • in USING ANCHOR TYPES ON S1tETS•4 & S•AND ANCH1QF 0RAUF�S • • • • �i • • OF . Q/ �-TOT;..'• a�� ` CGI-395 6063-T6 STEP 5 ON SHEETS 3 & 3.1, SELECT �1CHOR 'RPE WITH DESIGN RATING s �C%, V MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ///• i i i i i t \" V` 6063-T6 6D63-T6 (sheet 1 of 5 t 1 of 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 130 120 110 100 90 80 z 0 70 60 50 40 30 130 120 110 100 0 z 0 w 70 0 60 50 40 30 1 X 2 X 1/8" MULLION 38-3/13 " MULL SPAN 50-5/8' 56' 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 2 X 4 X 1/8" MULLION 74-1/4' MULL S N 75 85 56' 96" 10 120" 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 130 120 110 100 a 90 0 p 80 0 0 70 60 50 40 30 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 1 X 3 X 1/8" MULLION 38-: /8" 50-5/8" MULL SPAN 5 63" 74- 1/4" 84' 130 120 110 100 90 0 80 0 w 70 0 60 50 40 30 2 X 6 X 1/8" MULLION 130 120 110 100 T 90 0 80 z 0 0 70 60 50 40 30 --`1�X 4..X.1/8" MULLION 63" 74-1/ 84" 96 56' 50-5/8 " MULL SPAN 108" 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 74-1/ 4" 96' MULU ON S 108" 120' 132" 44" 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 75 85 GLAZING PRODUCT W1 VERTICAL MULLION GLAZING PRODUCT W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE S_%' GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MUWON GLAZING PRODUCT 75 85 MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = w1 +2 W2 NOTF• MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • • • • • c VEETICAILY t1 DR hiDeIZONTALLY. • • • • (iNTRRP•LAiIOM BETWEEN WIDTHS ALLOWED) • • •• • • • • • • • • • 0011 Ws iTt, • J I' • • • • • • • • • • • • PRODUCT REVISED as compyin with the Hoak • • • Awi%pike No le-412q. • • t Dye MULLIONS B}} Mi , mle Prods C /pOF al A1.1�1�•• ra- 4. Series Clipped, Extruded Aluminum Tube Mullion—LMI UWON\M95-13A FAX. (305) 593-6592 5 2 NO CHANGE THIS SHEET NO CHANCE THIS SHEET 8 UPDATED TO 2017 FBC a 0 to drawing no. M95-13A ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • sheet 2 of 5 130. 120 110 100 L. T. 90 080 0 70 w 60 50 40 30 130 120 110 100 o- 90 Oa 80 -9- 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' 130 120 110 100 L a 90 80 0 6 70 In 60 50 40 30 2 ANCHORS TYPE 'B' 38-3/8" MULLION SPAN 85 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 38- 3/8" MUWON SP 1N 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 85 130 120 110 100 2 ANCHORS TYPE 'C' 85 38-3/8" MU_UON SF• 50-5/8" 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES NOTF• ANY ANCHOR CONDRION 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) 130 120 110 100 a 90 0 80 6 70 w 60 50 40 30 2 ANCHORS TYPE 'BH' UWON PAN 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 85 GLAZING PRODUCT W1 CUP ANCHORS VERTICAL MULLION GLAZING PRODUCT CUP ANCHORS W2 CUP ANCHORS HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE ANCHOR ETAIL #1 3 GLAZING GLAZING CUP PRODUCT PRODUCT ANCHORS I MUWON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) - WI + W2 2 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 3 CTL{ 1=1 f fAP 44TU:ESA • • • • • •• • • • • • • • • • • •• ••• •• • • • •• ANCHOR LOAD: CITA:TS • • • PRODUCT REVISED as complying with the Florida • • Buildbg Code • • Aacplsee N9 I -tY24 b� • •• E bate • • • • •• • 8 2 ANCHORS AT MILLION ENDS' Mia di ale Prodoc nJ - ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • It • •• •• ••• • • • ••• • • -.i v.NSF ,, . Series Clipped, Extruded Aluminum Tube Mullion—LMI MU W ON\M95— 13A c N O o1,1 c cn C 0 N 3 NM'° C) M n 3 cz�N 3 p _ _ O� 0 p Q J FAX. (305) 593-6592 G 0 n U 6 8 6 9 5 6 8 8 6 a drawing no. M95-13A (sheet 3 of 5 N 0 130, 120 110 100 90 Qo • 80 4 ANCHORS TYPE 'A' 0-5/8" -3/8" 63" 74- 4" • 70 60 50 40 30 25 130 120 110 100 t1 a DESI 90 80 70 60 50 40 30 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'BF' 38-3/8" 63 74-1 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 85 130 120 110 100 N a 90 a0 80 z o-i 70 60 50 40 30 130 120 110 100 rn 90 0 J 80 to 70 0 60 50 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'B' 08 12 13 " 50-5/ 63" 74-1/ " LIO "PAN \3-3/8" 8" 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'C' 63 75 85 50 5/8" 108 120 13 4-1/4 84' M ION 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) 130 120 110 100 N a. 90 0 80 z • 70 0 60 4 ANCHORS TYPE 'BH' 50 40 30 38-3/8" 50-5/8 MULL SPAN 63 74- 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES CUP ANCHORS GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT W1 CUP ANCHORS CUP ANCHORS W2 HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE --GLAZ NG �/ 47 PRODUCT , GLAZING PRODUCT 1 \ANCHOR ETAJL /1 GLAZING PRODUCT 3 CUP ANCHORS MUWON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) - wt 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' • • • • • • • • • APPLK7JIBLE TO ANCI- 1R9 DIPECiLY•TO IAEfAL tTRUCTURES • • •• • • • • • • • • • • •• • • • •• • • • •• • ••• •• ANCOR; LO•A• CIATS • • • • • ••• • 4 ANCHORS AT MULLION ENS PRODUCT REVISED as complying with the Florida Building Code accgtaeoe No % 0 2 • . Anion Date • Cy • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1/11111 j )„„•'VGENSF'•. 70592 2e18 off f• p .. if" OW!!L e•?s. �1/11111111 Series Clipped, Extruded Aluminum Tube Mullion—LMI FAX. (305) 593-6592 UPDATED TO 2017 FBC .o 2 drawing no. M95-13A (sheet 3.1 of 5 ) 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 1.500 MAX 4/4" 0 ULTRACON 1/ ANGLE a., 18Y 0R 2BY WOOD BUCK % 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MULLION 2 X 2 X 1/8" ALUM ANGLE 2" MIN. 14 S.M.S. —2/ ANGLE 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 2/ ANGLE UWON MULLION 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG 1.500 MAX. ad .1/4" 0 ULTRACON 2/ ANGLE 18Y OR 2BY WOOD BUCK 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL • • • • NOTCH ANGLES TO • • MISS MARBLE SILL • • • 111111111 ////// OR TRIM • • • • • • • • • • • •' • ��!:,ynQpa'''. 4>. CEN@ "•.� •• ••• • • • • • •• NOTCH WOOD BUCK TO ACCOMODATE CLIP,ANGLE TO MASONRY 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S. 3/ ANGLE 1/4•• 0 ULTRACON 2/ ANGLE MULLION 'CONCRETE OR MASONRY BLOCKS 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS PRECAST CONC." SILL 1/4" OIA ULTRACON 1/ ANGLE • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • PRODUCT REVISED •av cearp1 ing with the Florida • Aocep Lied* e o l : • 0/2fl.O3 • • BY Minn Dade Product Collor 000 • • • • 000 • • • • • • • • • • • • • *0* • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • .7r :2 • Extruded Aluminum Tube MuIlion—WI) .9 in MULLION\M95— 13A FAX. (305) 593-6592 5 v 8 2 5 8 8 a 0 0 drawing no. M95-13A sheet 4 of 5 4 d/4" 0 ULTRACON 1/ ANGLE d°.1/4" 0 ULTRACON MULUON CUP 9. MULLION CUP 2/ ANGLE 111* ° d 1 MULUON MULLION MULLION PRECAST CONC.° SILL0' in MULUON Ill 1BY OR 2BY 1BY OR 2BY W000 BUCK WOOD BUCK i 1� NOTCH CUPS TO MISS MARBLE SILL OR TRIM 1/4" DIA. ULTRACON 1/ ANGLE MULUON MULLION SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO 1BY OR 28Y TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULjIGl1 CL1Ps• • • • • • •• • • • • • • • • • • • • • • • • • • • PRODUCT REVISED • • • • • • • ascomplying with the Find& • • • • • • Riuilding "ode 1$-012c1.0 • g�tiRC��•O• • • • • •• • • • ••E �on Nola jjr. /02Z • • • • • • • • • 1Ii�" • • • • •Niian re Product Costar 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTCH- WOOD BUCK TO ACCOMODATE CLIP.ANGLE TO MASONRY 1/4" 0 ULTRACON 2/ ANGLE • ° CONCRETE OR NASONRY BLOCKS drawing no. M95-13A WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED 8Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1 /4" DIA. ULTRACON BY 'El CO' (Fu=177 K51, Fy=155 KSI) INTO 2BY 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 K51, 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 K51, 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'o = 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 CAPACRY THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION II. 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MUWON •• • • • • • • • • •• • • • • •• • • • •• • • • •• 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 MULLION 1BY OR 2BY TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCT REVISED • • • • • • • • • as ymg with the Florida • • •• • • • w campl•.Code • • • •• • •• •• • t^ rao!.' )'9•23 • • • E p .1i., Date i�•�' r23 • • •• • • • • • • • • • • • By N1iam ad e Produce CO• ( `t 11111 t111!/7r 70592 ?f 1 . EOF :AO 0• !OP•'••ezT • 1 11Li _` �\ cn E E CJ en U C i 0 CC CC vv) c O N o to 3 NM e O M 8 c z� 3 M U o� FAX. (305) 593-6592 0 5 5 UPDATED TO 2017 FBC 0 dote: 11-25-95 J drawing no. M95-13A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • sheet 5 of 5 LORIOA OCPARTN,CNT OF Business Professiona I• egu ation OFFICE O .THE WSECRETARY� AaauT.DePR. ODPR DIVISIOir5 CONTACT DBP1€ BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us BCIS Site Map I Links I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16708-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc1@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Technical Representative JELD-WEN Corporate Customer Servicg• •• Address/Phone/Email 3737 Lakeport Blvd. • • • Klamath Falls, OR 97601 • • (800) 535-3936 • • customerserviceagents@jeld-wen.corrf ..• Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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 Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden P.E. OO Validation Checklist - Hardcopy Received Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.0f Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL16708 R8 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.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 10/02/2017 12/12/2017 12/18/2017 02/13/2018 FL # Model, Number or Name Description 16708 1 A Design Pro / Smooth Pro / Studio Fiberglass Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010871A X, OPQ SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4663.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes • • • • • • 16708.2 B Design Pro / Smooth Pro Fiberglass Single (X) Impact Glazed DOOr•330: 6-8 and3-(),x 8-0 Inswin94 and Outswing • • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: • Installation Instructions • • FL16708 R8 II A010872A 4,•GL.Z SS 20166Q%46.pdf • Verified By: Hermes F. Nor@ro,P.p73778• • Created by Independent Third Party: Yes • • • Evaluation Reports • • • • • FL16708 R8 AE PER4438!1•S9E017-11-17Qd1f Created by Independent Tpird Q y: Yes • • • • • • • • 16708.3 C Design Pro / Smooth Pro / Studio Fiberglass • • Double (XX) Impact Opaque Door 6-0 x 6 •�!iahtl•940 x 8-0 Inswing and Outswing • ..• • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: • Installation Instructions • • • FL16708 R8 II A010873A XX, OPQ SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4664.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.4 D Design Pro / Smooth Pro Fiberglass Double (XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010874A XX, GLZ SS 2016-08-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4440.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.5 E Design Pro / Smooth Pro / Studio Fiberglass Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010875A OXO, OX OPQ SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4665.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.6 F Design Pro / Smooth Pro Fiberglass Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door 9- 0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010876A OXO, OX GLZ SS 2016-08-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4442.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes JwiNpows & 1?O}0R1, ELEN DESIGN PRO / SMOOTH PRO / STUDIO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE: AFC() H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS 2 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES 6 A WOOD SUBSTRATES 7 A CONCRETE SUBSTRATES 8 A COMPONENTS & BILL OF MATERIALS 37 1/2" MAX._ O.A. WIDTH e • ACTIVE 2 C▪ TYP. ELEVATION 1" 1 6•a• DOOR HEIGHT • t 37 1/2" MAX. O.A. WIDTH B ACTIVE • TYP. ELEVATION 2 1 DOOR HEIGHT NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. •• • • • • • • • • •• • • • • • • •• • • • • • • • • 1y • • • • •• • • • •• ( iII • • GURATIOiii • •• MAX. OVERALL NOMINAL SIZE DESIGN PRESSURE (PSF) MISSILE IMPACT RATING • • VDT t•.r•....., If�WING OUTSWING HEI HT •.r• P=1S.i NEG.. POS.•-NEG.A • • • • X • • • •S •'-0'� • 6'ir • I (:• 1 65 '. 65• 65., LMI & SMI X • 3'-" —8'- — 50• 50 50• 50 LMI & SMI *SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS, PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL33004 PH:(954(399--8478 A%:(954)7..4738 WEB: www.buildingdrops.com - w Z (.7 O p L) 2 CC ] W J c 0 K I a v) Lit 00 Q Z Z w c > Z C — w J (.0 Ul vi —1C.") < CC D w K zo 1••1z REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 tuns DOCUMENT:3 THE PROPERTY OF BUILDING DROPS, INC ND SHALL NOT BF REPRODUCED IN WHOLE DR PART WITHOUT WRITTEN CONSENT OF BUILD NG D OPS, INC. DNS, HIGHLIGHTING, OR OTHER MARKINGSPERMITTED AND INVALINViLrfillIjA ON. ‘.0 ES F. O //. ,,pO 7. • -0 . T T a 398 E. WI/� yE.3[y BLynelA�9R FBPE CHIT. OF AUUTTHHORR ATTjONN NO. 29578 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document late: 2017.02.09 15:24:09 -05'00' DATE: 02.05.14 DGL WG. Y: TJM CHK. Y: SS MSS SCALE: NTS DWG. 8: A010871A SHEET: OF8 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN. EDGE DISTANCE 6'8" DOORS 8'0" DOORS MAX. O.C. SPACING AT JAMBS MAX. O.C. SPACING AT JAMBS WOOD SCREW #10 20 WORD BUCK OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4" ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1-1/4" - CMU 1" 17-1/2" 17-1/4" ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" DETAIL B2 TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION 2- #9 X 2 1/2" PFH PFH SCREWS 1- BOTTOM SHOOT BOLT PLATE HOPPE #2098911 DETAIL D2 TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION (RH PLATE SHOWN) D2 SEE ANCHOR TA 37 1/2" MAX. O.A. WIDTH 3" TYP. C2 ■ C2 A2 A2 2OTYP. ANCHOR LAYOUT 6'.8" & 8'-0" DOOR HEIGHT SEE ANCHOR TAB NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. •• • • • • • • • • • •• • • • 2-#9 X21/2"PFH • • • • SCREWS • 02 A SILL SECTION VIEW C HEAD SECTION VIEW 2 INSWING SHOWN OUTSWING SIMILAR INSWING SHOWN OUTSWING SIMILAR SEE DETAIL B2 SEE DETAIL DS • • • •• • • • •• • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • PREPARED BY: 6 BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 3306E PH: (954)399.8478 FAX: 1954 744,38 WEB: www.bul dingdr0ps.com TYPICAL ANCHOR LAYOUTS AND NOTES ax REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 THIS DOCUMENT IS THE PROPERTY OF 6UILOIN •RODS. INC AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WR/TTEN CONSENT OF BUILD NG 0 OPS, INC. ALTERATIONS, ADDITIONS, HIGHLIGHTING. DR OTHER MARKINGS., THIS DOCUMENT ARE NOT PERMITTED AND ,S• 0 .s F. O 2•/'i ▪ *• � *: ▪ -o• :TT '' � /1. " i$ B DtV dFfSSSS` 39BE.g,M;hF,FIlhle cA'HB FBPE CERT.OF AUTHORIZATION NO. 2957E DATE: 02.05.14 DWG. Y: GL TJM CHK. Y: SS�MSS SCALE: NTS DWG A010871A SHEET: OF8 2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 1/2" TYP. 4 1/2" TYP. 11/2" OFFSET'YF. I. �TYP. ANCHOR LAYOUT PTIONAl2X BUCK IN CONCRETE/MASONRY 1 1/4" MIN. EMBED TYP. SEE TABLE 2X WOOD BUCK (11)2X WOOD BUCK INSTALL. CROSS sKnoN 7,1 BLE BELOW z 2X WOOD BUCK INSTALL. ANCHOR PER BUCK ANCHOR TABLE (D 2X WOOD BUCK INSTALL. 3 SIDE VIEW NOTES: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. SL230 SL130, LEFT SL130, RIGHT SL230, 8'0" SL220, LEFT SL220, RIGHT SL300, LEFT SL300, RIGHT QUALIFIED SKIN PATTERNS .250±.010 .092:115° .00 .030±.010 2TYP. GROOVE DIMENSIONS SL130, 8'0" SL600 2X BUCK ANCHOR TABLE ANCHOR TYPE ANCHOR SIZE • • • SUBSTRATE • • • • • • • • EMBEDMENT • • • • • MIN. EDGE DIST. TO SUBSTRATE • • • • r MIN. CENTER TO CENTER DISTANCE 6'8" DOORS 8'0" DOORS MAX. O.C. SPACING AT JAMBS MAX. O.C. SPACING AT JAMBS ITW TAPCON 174i COtaTE/LIvit: 1-24" : • •• 2--1 2" 4" 25" 30-1/4" ELCO ULTRACON • 114 • C•HCIETE/CE•..• ilia•COIR. 1-1}A" - Nib • r • •• i' 4" 25" 30-1/4" • ••• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • 1 • • • PREPARED BY: A BUILDING DROPS, INC. 398 E. DANIA BEACH BLVO., STE. 338 DANIA BEACH, FL 33004 PH: IRS41399-8428 I9S4))44.4)38 WEB: rwr.Gui dingdr"ps.TDm O 02 63 En SL J _CC UQ o a 00 Q X p v NJ U a Z cC Z a.O O 33 a U 0 3- E_ fZ� ax w> REMARKS BY DATE Add ADA sill. Multi -Point Lock GL 06/23/14 Add Qualified Skin Patterns tS 12/21/16 HIS DOCUMENT IS THE PROPERTY OF BUILDIN DROPS, INC AND SHALL NOT BE REPRODUCED IN WHOLE OR PART CONSENTWITHOUT WRITTEN OF BUILDING D OPS, INC. LIGHT NG, OR OTHER MARKINGSTHISDADDITIONS, HIGHLIGHT E NOT PERMITTED AND T• * -0. TT ? Y- a9B 'grIATi rl N11 DATE: 02.05.14 DWG. Y: GL TJM CSSHK. Y: I7MSS SCALE: NTS DWG. 0: A010871A SHEET: OF8 3 ••• • 1 • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 1 INTERIOR ICI EXTERIOR OPERABLE HEAD 4 OUTSWING SHOWN - INSWING SIMILAR INTERIOR EXTERIOR 4 05 OPERABLE ADA SILL INSWING/OUTSWING ENDURA HCI5000 4 Og OPERABLE SILL OUTSWING OPTIONAL AFCO A-117 EXTERIOR !Pf! INTERIOR 0 V, IP 0 mil j• OPERABLE SILL INSWING ENDURA ZAIL4565F INTERIOR OPERABLE SILL INSWING AFCO A-276/P-2000 INTERIOR a/d/ill EXTERIOR OPERABLE SILL CD OUTSWING AFCO J-2297 EXTERIOR OPERABLE SILL OUTSWING OPTIONAL AFCO H-497 EXTERIOR —Ir•-'••• • • • • • •• • • • • • • • • .: ••• •• • • • •• OPERABLESILL•:• OUTSWING ••" � OPTIONAL ENDURA ZOBL4665F • • • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• • PREPARED BY: ///\\ BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., 5TE. 330 DANIA BEACH. f133004 PH: (954)399-8478 FAK: 1954 70 038 WEB: www.Dul dingdrops.com VERTICAL ASSEMBLIES REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 THIS DOCUMENT IS THE PROPER), OF BUIL.IN DROPS, INC AND SHIM. NOT BE RE ROOKED IN WHOSE OR PART WITHOUT WRITTEN CONSENT OE BUILD uG D OPS. INC. ALTERATIONS. DHE HIGHLIGHTING, OR OTR MARKINGSTO THIS DOCUMENT ARE NOT PERMITTED AND O 9 T T - .73o G �i1,SH ihP�Eykrr'�'s' 390 fd4r/JEY'fH� k �9�n�'B DATE: 02.05.14 DWG. Y: GL TJM CSS�HK. Y: MSS SCALE: NTS DWG. n: A010871A SHEET: OF 8 4 sir 1.1 •• • • . • • • • • ••• • • • • • • • • ••.•• • ••• • • • • • • •• • • •• • • ••• •• •• 9-#9X13/4"PFH W/ HARDWARE (6'-8" & 8'-0" UNITS) EXTERIOR INTERIOR 0 OUTSWING SHOWN - INSWING SIMILAR LOCK JAMB 8 - #9 X 2 1/2" PFH W/ STRIKE HARDWARE 4- MPL STRIKE PLATES HINGE SCHEDULE DOOR HEIGHT QUANTITY 3 8'-0" 4 INTERIOR EXTE IOR"- 7 1-#9 X 2-1/2" PHILLIPS FLATHEAD WOOD SCREW HINGE DETAIL AT JAMB: PLACE #9 X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP 3- #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREWS 4-#9 PHILLIPS FLATHEAD WOOD SCREWS USE 3/4" LENGTH FOR 6'-8" DOORS USE 1" LENGTH FOR 8'-0" DOORS HINGE JAMB OUTSWING SHOWN - INSWING SIMILAR 3- #8 X 2" PFH W/ STRIKE HARDWARE 1- MPL STRIKE PLATE 13 -#8 X 13/8" PFH (6'-8" UNITS) 15 - #8 X 1 3/8" PFH (8'-0" UNITS) COMES W/ HARDWARE EXTERIOR INTERIOR 4 - #8 X 1 3/8" PFH 1 - REINFORCEMENT PLATE HOPPE #2512296 •• • • • • • • • • • • • • 0 OUTSWING SHOWN - INSWING SIMILAR MULTI—POINT LOCK JAMB ciiHOPPE MULTI —POINT LOCK•PAMB• •• HOPPE MULTI —POINT LOCK 5 OUTSWING SHOWN - INSWING SIMILAR 5 OUTSWING SHOWN -INSWING SIMILAR 5 TOP REINFORCEMENT PLATE -ACTIVE PANEL ONLY • • •• • • • • ••• • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PREPARED BY: BUILDING DROPS, INC. 394 E. DANIA BEACH BLVD, STE. 33B DANIA BEA M. FL 3300E PH:(954 39984713 FAIL (954)744 473E WEB: Awls, .W dingdrops.cons HORIZONTAL ASSEMBLIES I^(W FBI; as Wr REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 HIS DOCUMENT 6 TILE PROPERTY OF BUI DING DN0P5. IOC AND WALL NOT BE REPRODUCED IN MOLE OR PART WITHOUT EN CONSENT OF BUILDING D OPS, INC. ALTERATIONS, ADDITIONS, HIGHLIGHT NG, OR OTHER MARKINGSHIS DOCUMENT ARE NO PERMITTED AND To `,`lAj�`pFI W►h ON. mi:�```` �S E O '/''ice. ... >... i cr:). 13'- TT T 33e iFMI.iNjlra4 ME CERT. OF AUTHORMATION NO.:9S7B DATE: 02.05.14 DGL WG. Y: TJM CSHK. Y: S MSS SCALE: NTS DWG A010871A SHEET: 5 OF8 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 0 OUTSWING SHOWN - INSWING SIMILAR MIN. EDGE DIST. SEE TABLE SHEET 2 2% WOOD BUCK WOOD ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) CD SILICONE 2X WOOD BUCK OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO 1-2297 OPERABLE SILL 2X WOOD BUCK OUTSWING - NO ANCHOR REQUIRED AFCO A-117 ID OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 0 OUTSWING SHOWN - INSWING SIMILAR 2X WOOD BUCK 0.25" MAX. SHIM MIN. EMBED. SEE TABLESH ET2 WOOD ANCHOR SEE TABLE ON SHEET 2 JAMB (TYPICAL) OPERABLE SILL 2X WOOD BUCK OPERABLE SILL 2X WOOD BUCK INSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 OPERABLE SILL 6 INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F 2X WOOD BUCK OPERABLE SILL •• • • • • • •X WOOD BU( • • • • • • • •• • • • • • • •• •.• •• OUTSWING - NO ANCHOR REQUIRED AFCO H-497 2X WOOD BUCK • . . •. OPERABLE ADA SILL OUTSWING - NO ANCHOR REQUIRED • • • • FfINSNMNG/OUTSWNG - NOANCHOR REQUIRED ENDURA ZOBL4565F•`•�• EI�DU�A F: I5�0 • • . • • • • •• • • • • • • • • • • • • • • PREPARED BY:///\ BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, Ft 33004 PH: 0341399-808 PAX: 19541144.4738 WEB: www.trulldiDBdrops.com WOOD SUBSTRATES REMARKS BY DATE Add ADA sill, Multi-Polnt Lock GL 06/23/14 'Nit DOCUMENT IS THE MAW`, INC AND SHALL NOT DE REPRODUCED IN WHOLE OR PART wITxOUT wRITTENCONSENT OF BUILD NGD OPS, INC. TINGS TOOT;IISDDIIZ HIGHUGNNNG, OROTHF MARKINGS IS OOCUMEu Eu0 PEPMIITFD AND 01- ' F'pO is = * * o T T BB, r d (�P 1355s NN‘�, DATE: 02.05.14 DGLWG. Y: TJM SS/MSS SCALE: NTS DWG. #: A010871A SHEET: OF 8 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MIN. DGE DIST. SEE TABLE SHEET 2 1111110 • E> CONCRETE ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL), CONCRETE/ MASONRY BY OTHERS 1X WOOD BUCK (OPTIONAL), OUTSWING SHOWN - INSWING SIMILAR O4 OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO 1-2297 EI SILICONE CONCRETE/ MASONRY BY OTHERS CONCRETE/ MASONRY BY OTHERS OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO A-117 E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ti ti MIN. EMBED. SEE TABLE SHEET 2 JAMB'(TYPICAL) OUTSWING SHOWN - INSWING SIMILAR OPERABLE SILL 1X WOOD BUCK (OPTIONAL) CONCRETE ANCHOR SEE TABLE ON SHEET 2 V \L I 0.25" MAX. SHIM CONCRETE/MASONRY BY OTHERS CONCRETE/ MASONRY BY OTHERS INSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 OPERABLE SILL CONCRETE/ MASONRY BY OTHERS OPERABLE SILL INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F CONCRETE/ MASONRY BY OTHERS OPERABLE SILL •• CONCRETE` MASONRY • BY OTHERS • • •• OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL4565F OUTSWING - NO ANCHOR REQUIRED AFCO H-497 • • • • • • • • • • • • • • • • • • • •• OOOOO• ••• SILICONE CONCRETE/ MASONRY BY OTHERS ••� dPtgABLfsSILL • UTSWING/INSWING - NO ANCHOR REQUIRED ENDURA HCI5000 ADA •• • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • PREPARED BY: w BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH:(9541399.8478 FAR: (954)744.4738 WEB: Lvov.. BUi dmedrops.com CONCRETE SUBSTRATES REMARKS BY DATE Add ADA sill, Multi -Paint Lock GL 06/23/14 THIS DOCUMENT IS THE PROPERTY OFBUILDIN DROPS INC AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILD NG D OPB, INC. ALTERATIMARKINGS TTN� AK ATpDOCUMENT EN N NOT PERMITTED AD ALIDA y4RFIY'f'��. Z . Q fy"y`�♦`yiFpfl`'Iy'�BLGyDy°�Fr� 398E. SA RRI�i�L� TA%,B FBPE CERT OF AUTHORIZATION NO. 79378 DATE: 02.05.14 DWG. Y: GL�TJM cam MSS SCALE: NTS DWG A010871A SHEET: OF • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 2 BILL OF MATERIALS ITEMS DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) 3 (NOT USED) 4 ENDURA ZAIL4565F THRESHOLD - 5 AFCO 1-2297 THRESHOLD - 6 AFCO A-276/P-2000 THRESHOLD - 7 AFCO H-497 THRESHOLD - 8 AFCO A-117 THRESHOLD - 9 ENDURAZOBL4565F THRESHOLD - 10 ENDURA HCIS000 ADA THRESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0.25" MAX. THK.) COMPOSITE 13 (NOT USED) - 14 (NOT USED) - 15 410 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT STEEL 16 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH 4 73228768 6-8 UNIT ROCKWELL MULTI -POINT TONGUE LATCH 473228780 8-0 UNIT STEEL 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH 48784091 STEEL 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH #8783923 STEEL FRAME HEAD/JAMBS VARIES, SEE BOM AT LEFT 4ii%/irr'-ji 4.563" OAFCO H-497 THRESHOLD 4.62" O ENDURA ZAIL4565F THRESHOLD [ 4.56" AFCO A-117 THRESHOLD O AFCO J-2297 THRESHOLD L 20 ROCKWELL MULT-POINT LOCK 5.62" ENDURA ZOBL4565F THRESHOLD 9 0 0 O O O 6 AFCO A-276/P-2000 THRESHOLD 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 C 0.63" L ti0 0 [OOo —4 1.65' 1— •. •.. • • ;• • • ,t57" HANDLE HEIGHT o 0 Ro 0 2 HEAD SHOOT BOLT PLATE (LH) • •• • • • • •• • • • • •• 1.75" Q1O ENDURA HCI5000 ADA HEAD SHOOT BOLT PLATE (RH) ••THQE=FTOLD ••• ••• ••• • • • •• • • • • • • • • • • • s • • • • • •• �N• •il •4.• AX"AA ys{ • • • kp • • • • I• • 0 5.00" • • • • • • • 1.75 . PREPARED BY: _ A BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399 8078 FAX:(950)700.4738 WEB: www.buidingstraps.com COMPONENTS AND BILL OF MATERIALS Wo ax Wy 1NF) 2 REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 THIS DOCUMENTIS THE PROPERLY OF BUILDING DROPS. tNc No sHAD No78EREPRoouCEOINwNOLE OR PART DONS, HIGHLIGHTING, BURR NG DROPS, INC. ADDITIONS, THEN TNG, R MARKINGS OMER ME NOT PERMITTED AND ALTERAT° `�154 DOCUMENT %S`�ES F. 0 '72/i 7 - *i 7k -0 . T T : D; ''�,c. //Stnhagt °Fri . ``� 3 a!,X atilFikll 0#1"� DATE: 02.05.14 DNA Y: M WMSS SCALE: NTS DWG A010871A SHEET: OF8 8 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the, oseu.thority Having Jurisdiction (AHJ). • • • • This NOA shall not be valid after the expiration date stated below. The Miami-Dade•Coufity Prpditgtcontrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade•Cotinfy) reserve the right MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 3I5-2599 www.miamidade.gov/economy to have this product or. material tested for quality assurance purposes. If this pr nct: or mat .r a•1•fails to perform in the accepted manner, the manufacturer will incur the expense of such % tigg and t'hic•QJJ may immediately revoke, modify, or suspend the use of such product or material withi .t yr.jurisdictipn. REF reserves the right to revoke this acceptance, if it is determined by Miami -Dade. Malty Prodalct'Control Section that this product or material fails to meet the requirements of the applicable h i ck: g code. • This product is approved as described herein, and has been designed to comply with the Flo>�1��}lilding Code, including the High Velocity Hurricane Zone. _ • • •. •• 9DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window - L.M I • •„•. • APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, 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# 15-0512.10 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 c'NOA No-17-1018.08' Expiration Date: September 22, 2020 Approval Date: December 21, 2017 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.10-051011) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • • •• B. TESTS• • • • • • 1. Test reports on: 1) Unifoirn Static Air Pressure Test, Loading paI W TAS 202' 94 • 2) Large Missile Impact Test per FBC, TAS 28+44 • • 3) Cyclic Wind Pressure Loading per FBC, TAS 2U3-94 . • • • • . •• along with marked -up drawings and installation diagram of a n:i, 7500 • • window, to qualify DuPont "Butacite" PVB interlayer, Durasealat.atfd Sup'r:$pricer® insulating glass spacer, prepared by Certified Test LaboratorieTe9t:Report No. • • 9,, CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, I'.E.:. • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F$C TAS 202-94 • 2) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 9/4 I Manuel Pz, .E. Z,, Product Control xa iner NOA No. 1-1018.08 Expiration Date: September 22, 2020 Approval. Date: December 21, 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-5th Edition (2014), dated 09/08/14, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE • • • • 1. Miami -Dade Department of Regulatory and Economic ResourCes.eRfR). :. • . . •. • E. MATERIAL CERTIFICATIONS . 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ames ioa,•Inc. fo their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/15t15, exph'Ifig on 07/04/18. • •• . • • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amerjia,,Lnc. for their , • "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring an 1241/16. �T. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Cheipicit company (N A) • for their "Saflex CP — Saflex and Saflex HP Composite Glass ihteflayers'kith • •. . • • • • PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manue 'er: , P.E. Product Cont of ... aminer NOA N . . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.1.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. D. E. • • • •. • • • •••. .• • •. . Anchor verification calculations and structural analysis, complyi4 width FBCJ Edition (2017), dated 09/29/17, prepared by Al-Farooq Corpo.ati , sign 11asd• sealed by Javad Ahmad, P.E. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourves R) ••.• •••• • •. • • • • • •• •• •••. • • •• • • • ••• • .• • Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. fd'rt if "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB GIass 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. • • . .J•..,. • • • • • • • • • • MATERIAL CERTIFICATIONS 1. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel e , P.E. Product Contr E miner NOA No. -1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 • • 6" MAX. HEAD/SILL CORNERS 53 1/8" FLANGE WIDTH 47 7/16" 0.1.0. (FIX. UTE) 20 9/16" * * MAX. 4 HEAD/SILL 1 I - _ 1T--.//' 1 I 4 O i --TI '/ I - O4 / r— VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. FALSE MUNTINS (SURFACE APPUED) OPTIONAL 5 1/2" MAX. HEAD/SILL CORNERS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS 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 EOMON)/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 PR000CT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MAN UFS 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-METALUC 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 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 RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 0 O 52 1/8" BUCK WIDTH 47 7/16" D.LO. (FIX. UTE) 20 9/16" ** MAX. ® HEAD/SILL nn B 6 H H--�:;==R-- -- - %% EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" FALSE MUNTINS PTI URONALFACE APPLIED) O 5 1/2" MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATION 01.0. (FIX. LRE) 20 9/16" ** MAX. HEAD/SILL B 7 R--��-Ti '/ i% 47 7/16" •• ••• • • • • • •• -- • • • • • • • •• • • • •• • • •.,Al• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • PRODUCFaEV1 • • 'mgTJ� • • • �Idinh• • • • # r911twwe+lo xp • • • •".P.�T) • cBy Miami • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • h el VENT WIDTH FIN FRAME LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT ATE OF s%®WA1 i�C? drawing no. W10-03 (sheet 1 of 9 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. CIABD TYPED tek'A1' GLASS TYPES 'e'A181' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 28-1/2" 25-1/2" 75.D 75.0 80.0 85.0 37" 28' 36' 25' 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 19-1/8' 18-1/8" 75.0 75.0 80.0 85.0 28-1/2" 25-1/2" 75.0 75.0 80.0 65.0 37" 38-3/8" 38' 37-3/8' 75.0 75.0 80.0 85.0 49" 48' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8" 75.0 75.0 80.0 85.0 19-1/8- 18-1/8' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 37' 50-5/8" 36" 49-5/8" 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0. 26-1/2" 25-1/2" _ 75.0 75.0 80.0 85.0 3T3' 36' 62" ' 75.0 75.01 80.0 85.0 49" 48' 75.0 75.0 80.0 85.0 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 19-1/8" 18-1/8' 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 37' 76" 36" 75" 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 28-1/2" 25-1/2" 75.0 75.0 80.0 85.0 37" 85' 36' 84" 75.0 75.0 80.0 85.0 46-1/2" 45-1/2" 75.0 75.0 80.0 85.0 WIDTH EQUAL LITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 )¢" TYP UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE IDMS. DUCK DINS. MAX.TOP LITE GLASS TYPES Tool' GLASS TYPES 'Weill' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) 1N7.(-) EXT.(+) 1NT.(-) 53-1/8" 76" 52-1/8" 75' 36-1/4" 75.0 75.0 80.0 85.0 49" 79" 48' 78" 39-1/4' 75.0 75.0 80.0 85.0 28-1/2' 25-1/2' 70-5/8" 75.0 75.0 80.0 85.0 31' 30" 63-5/8" 75,0 75.0 80,0 85.0 33" 85" 32' 84" • 60" 75.0 75.0 80.0 85.0 37' 36' 53-1/2' 75.0 75.0 80.0 85.0 43' 42" 45-1/4' 75.0 75.0 80.0 85.0 1) U UNEQUAL LITES (ORIEL TYPE) BUCK DIMS FLANGF FRAME FLANGE DIMS BUCK DIMS EQUAL I FG FRAME l sl BUCK DIMS 14" TYP. • • • • •• • FIN FRAMF • • • • • • • `0%111uIt\ • . ` �.® `AFd�� g""� BUCK DIMS 1GENISF '•�✓ , ' 1 • • • • Y'- • FLANGE ADAPTOR FRAME FLANGE DIMS • • • • • • • • PRODUCT REVISED • • • • . stlxinE with the Florida ' • • • 4uileinP. Code •• • • • ,k s161leNoI • pie. • • • • • • arxriTrattil Date • By Miurni ade Product • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • TATE OF UNAL E•`'• \f 1111111 SERIES SENTINEL 110 ALUM S.H. WDW. COMP-ANL\W10-03CG1 FAX. (305) 593-6592 2 0 0 UPDATED TO 2017 FDO drawing no. W10-03 (sheet 2 of 9 1 /8 , ANN .`GLASS .075" Intedaye-\ Saflex CP With PET Core \ By 'Eastman Chemical Co.' OR 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas BR'Kuraray America, Inc.' O 090' Interlayer Trosifol PVB By 'Kuraray 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 'A' 5/16" OVERALL LAM. GLASS 1/8' HEAT STREN'D 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 SentryGlas By Kuraray America, Inc.' OR 090" Intedayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'H' 5/16" OVERALL LAM. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS a O W 1/8" ANN. GLASS ".075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 0R .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 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS 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 (S. M.I. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'A1' & '81' MUST 8E TEMPERED. (L.M.I ONLY) 1/8" HEAT STREN'D 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 SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE _GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE. VACjP. • • • ST. STEEL BY 'CARjNA4 OR • • • DURASEAr BY 'QWUEX' • OR • • OOOOOO ity SUPER• SPACER, 9f.QUAN•)0Y • • • •r1 AT 1/4 POINTS ALL SIZES GLASS TYPE '61' • • • • 0.70" OVERALL INSUL. LAM. GLS; • •• ••• • • • PRODUCT REVISED as complying with the Rd& • • • e•it•in9 Code •Ac cptsnce No •• • • • •• • • •• • • • • • •• r:xpiration Dore • • • • • • • • • • • • • • • • • • o! zo Yi ®' STTE OF . OPoDP.•' � '9/0dNP\L 1� : • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • COMP -ANL\W10-03CGI to 3 3 fN 0 z N V) 8 0 UPDATED TO 2014 FBC UPDATED TO 2017 F8C 0 drawing no. W10-03 sheet 3 of 9 J TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE. DIST. � rIL--I N WW1 rr i-i fl' i� I. I I p EDGE DIST. • 1BY WOOD BUCK SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL VENT HEIGHT 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8' MIN. 2 3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2)f3". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. .• . ••• •• • • • • •/ '•',. •(PICAL ANEINORS • • • • • •EE ELN. • • • • •C• SPACIN• • • • • • • • • • • • • • • • rt �� MIAMI-DADE COUNTY APPROVED 1 MUWON & MULLION ANCHORS I SEE SEPARATE NOA lJ EDGE DIST. 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. TAPCON BY 'ITW' (Fu=125 KSI, Fy-100 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (F,-177 KSI, Fy=155 KSI) 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) 1-1/4" 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 SF) F DRII I ING SCREWS (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 WITH ALUMINUM TO BE PLATED 0R PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. • SONGRETE lab HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. -9 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. • • • •• • a d. 14/14UC1 VVISED CO plying wvh the Fkadda Ciprip Accent nc / • iv ETiretign 2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • ••• • • SERIES SENTINEL 110 ALUM S.H. WDW. FAX. (305) 593-6592 0 0 UPDATED TO 2014 IBC 0 5 drawing no. W1 0-03 (sheet 4 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS 1 /4" MAX. SHIMS BUCK WIDTH ,/4• FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY s JyWOOD BUCKS �vf/ 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING �y o BUCK WIDTH 1 1/ Y WOOD BU WOOD STRUCTUR MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH I I ■�!, i �. #14 X 1" FH_ SMS. 1/2" TYP. • ••• • • • • • •• • FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. • •• • RB ODUCT REVISED • •complYinBwil493eFksfda • 13{1•1111g C01k • pratioca at 17'!T. j00 CIOW • ;•:,nation Date •• • • • • • • • • •' •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • till 'p:••'ucErasF''�O INo.70592 ATE OF • SERIES SENTINEL 110 ALUM S.H. WDW. (L.M.I./S.M.I.) COMP-ANL\W10-03CG1 FAX. (305) 593-6592 o n `u P A 5 UPDATED TO 2017 FBC a drawing no. W10-03 (sheet 5 of 9 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. \_TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME I MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS I SEE SEPARATE NOA EDGE DIST L Y d \ •• • • • • .. • •�gg •• j • • • .' . • 1'R DUC1: RtVISED • • • .: • •. 4 g•vmh the Floras r • • • • • •�Bl t �,tode • ••• •••• ••• • •••ExArnneDRef 1018.08 • • • • • • • • • • • • �• • •• • • •• • _ • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY _APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH d TYPICAL ANCHORS SEE ELEV. FOR SPACING �e•••'vcENSE•�o No. 0592 STATE OF • •(yam /11111ttt,` Z q n ILOwo ci o U N m o0g 0 ooao<s Q 23 a some, 462E COMP-ANL\ W1 0-03CGI FAX. (305) 593-6592 C 4, 0 U N L B 0 UPDATED TO 2017 FBC 8 S 8 0 drawing no. W10-03 sheet 6 of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI 0 EB TYPICAL ANCHORS SEE ELEV. FOR SPACING )1111kM fleaphige iihliii ti J O HOUSE WRAP NOT BY CGI 3 3 r .1 BACKBED CAULKING SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL BACKBED CAULKING co WOOD STRUCTURE NOT BY CGI 1/1/2" TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. GAP 1/2" MIN. HOUSE WRAP NOT BY CGI TYPICAI. ANCHORS: SEE ELEV. FOR SPACING SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD BUCK HEIGHT EXTERIOR . • • . • • • • • • • • • • • • D,.. OFG. • • • • . • • • • • • •„(OI)UCE'REVISBD • • • ,R compIytmd withthoF1OMI `1111111111\ • ••• • • •• • • • • eepter. aol 1 � •',1P®./.V.i �g o„ Enliration Datode �� _ d�'• .1GENSc "•'V FIN FRAME 1/4" MAX. GAP 1/2" MIN. BACKBED CAULKING • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • No. 70592 COMP -ANL\W10-03CGI N 0 0 d z N w O 0 1' R 5 3 C 5 5 UPDATED TO 2017 FOC a 8' • E drawing no. W10-03 (sheet 7 of g ITEM PART / QUANTITY DESCRIPTION MATERIAL YANF./SUPPLIER/REMARKS E1 CGI-100 1 FRAME HEAD 6063-T6 - E2 CGI-101 1 FRAME SILL 8063-T6 - E3 CGI-102 2 FRAME JAMB 6063-T6 - E4 CGI-103 1 MEETING RAIL 6083-T6 - E5 COI-104 1 LOCK RAIL 6063-T6 - E6 CGI-105 1 HANDLE RAIL 6063-T6 - E7 .00I-106 2 SASH RAIL 6063-T6 - E8 CGI-107 AS READ. 5/16" GLAZING BEAD 6063-T5 - E9 CGI-10B AS READ. 0.700" GLAZING BEAD 6063-T5 - E10 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063-T6 - E11 CGI-110 AS READ. NAIL FIN ADAPTOR 6063-T5 - E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - M1 CGI-382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 80*5 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. M10 - 2/ WDW. BLOCK/TACKLE BALANCE - 8S1 OR EQUIV. M11 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 COI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER 1y 10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - S4 - 4/ WDW. N 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - - S5 - 2/ WDW. # 8 X 1' LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - S6 - 2/ LOCK # 6 X 1/2' LG. EH. SMS. 0 CGI-133 & CAM LOCK - - •• ••• • • • • • •• • • • • • • • • i.8onucr REVISES • implying with L4.4 F • •• • • • •• • • • •• shading Code .Acceptance No 17.10 iixpiration Date • • • • •• • • • `-`_7c 7i2mi • • • • • • • • • • •-!„ • • • • • • • •• • • • • • • 8 • • • • • • • +f3 Na/ e ORIDP..�`�,i r tI 1111111111 os oduct u 1111111 IIIITT�_7 77 vi�• 1:`'.nCEN,9� 70692 i7 z Q n W ccin of f Z n OgN`S OG-F v�.4 O a0a Cfgccro8 00011 K O m N 8 Q W 015 SERIES SENTINEL 110 ALUM S.H. WDW. (L.M.I./S.M.I.) O M 0 3 0 FAX. (305) 593-6592 0 `a 8 8 M 0 A 0 UPDATED TO 2017 FBC d 0 3 8 drawing no. W10-03 Ill •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 00• • • • sheet 8 of 9 1.745 ` 1 .745 d 1.015 I..- 2.505 .065 TYP. FLANGE FRAME HEAD .811 FLUSH FRAME HEAD jII t-.0651 1.550 I 1.680 .050 1.395 NAIL FIN ADAPTER .583 .065 3.675 1.429 1.000 3.175 .500 2.505 FLANGE FRAME SILL { 1.583- .065 1.429 500 2.505 O FLUSH FRAME SILL 3.175 3 1.220 Ea MEETING RAIL FLANGE FRAME JAMB 71.301 E3 FLUSH FRAME JAMB LOCK RAIL 490 .705 .050 TYP. .864 F- O5/16" GLAZING BEAD .705 .050 TYP. --I .864 I- S.700" GLAZING BEAD HAND RAIL 1.395 .1 BO 050r .065 FLUSH FRAME COVER 1.449 .293 060 1.413--I SCREW COVER O 1.395 -- .745 1.025 ,0651.015 SASH RAIL VENT TOP CORNER FRAME TOP CORNER FRAME BOTTOM CORNER VENT BOTTOM CORNER •• • 1:' • • • • ( • • • • • • • • • ;,RODUCT REVISED • • •• • • • • • • • as complying wi th the Fbiida • • • • • • •. • •Building Cod4 •• ••• •• • • • •• A=ceptnnco Nei Expiration Dam 1.450 .180 •• • • • .550 * ,�0-1 • 1 • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • IA FLANGE ADAPTOR ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w11111 /T "- N. 70,92 7E OF AL So imitoo COMP-ANL\W10-03CGI SERIES SENTINEL 110 ALUM S.H. WDW. FAX. (305) 593-6592 0 n s3� UPDATED TO 2017 FBC y 0 0 S c drawing no. W10-03 (sheet 9 of 9 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 .... •This NOA shall not be valid after the expiration date stated below. The MiaQii-Q8.4e Court.? aPeroduct, Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miarr1 Dede Coufi%)%eserve the right to have this product or material tested for quality assurance purposes. Ay troduct'dr fnateriar fails to perform in the accepted manner, the manufacturer will incur the expense oIs cl testing anndthe Ala may immediately revoke, modify, or suspend the use of such product or material' yyitllin their•,�iraeciiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade.cou ty Prgduct.Control Section that this product or material fails to meet the requirements of the applicable. building cod4.'..' This product is approved as described herein, and has been designed to comply pith tke FIorida•Building Code, including the High Velocity Hurricane Zone. • • • \DESCRIP_TION: Series "Sentinel 120'Z Aluminum Horizontal Sliding-Window;-)M:I • • 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 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). • . • • APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. I-forilz..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. NO No.17-0918.1) Expiration Date: September 22, 2020 Approval Date: November 02, 2017 Page 1 • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 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 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ... . ..... . . • B. TESTS •' •'••' • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 . •' • • 2) Uniform Static Air Pressure Test, Loading pe 1 C, TA. ..02-94 : • 3) Water Resistance Test, per FBC, TAS 202'g4..' '....' 4) Large Missile Impact Test, per FBC, TAS k0$•-914 • ••• . 5) Cyclic Wind Pressure Loading, per FBC, TAS•203-94� •' • • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 210.f19.4 •.. along with marked -up drawings and installation diagram cLf a series Sjtmel 12.0 • aluminum horizontal sliding window, prepared by Certified'Test Z,abo �atories, Teri • Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh E. Patel, F.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 ict Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017. E-1 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 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.f. • (Submitted under previous NOA No. 15-0512.05)• • • • • • • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • • • • • • • • • • 2) Uniform Static Aix Pressure Test, Loading j . C, TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202-9.4.. ••,• • 4) Small Missile Impact Test, per FBC, TAS 2(44.94 •...•• 5) Cyclic Wind Pressure Loading, per FBC, TM2Q3-94:. • •. 6) Forced Entry Test, FBC 2411 3.2.1, TAS 2b2-4 • • • • • • • . along with marked -up drawings and installation diagram :M •a;serie§ " ntinel" •• aluminum horizontal sliding window, prepared by Hurricane. Test Labot ttff LLC„ Test Report No. HTL-0080-0102-10, dated 06/04/10, signebarid :sealed •1, .Vinu S. Abraham, P. E. (Submitted under NOA No. 10-0510.12) .. • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5rh Edition (2014), prepared by A1-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. ge M. Plasencia, P. E. ProduFt Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E--2 • 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 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014); zed of no • • financial interest, dated 08/17/15, issued by Al-Farooq Corpoi'a'tidfi,'signed' tut sealed .... .... . . 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dattrl. Q�'/"07/1 �, issued by Certified Test Laboratories, signed and sealed by Ram:ShC. Pavia 4 E. 3. Testing Proposal issued by the Product Control Section, dated'04/08/15' •Signed by • •: • Jaime Gascon, P. E., Section Supervisor. • • • '. 4. Laboratory compliance letters for Test Reports No.'s C FLA-3056 ;War date. 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056'W ,dated 44/1G/15, a:r"': issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Ptttei, 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) . by Javad Ahmad, P. E. 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.L/ 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. /orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 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 (RER). •• .... •E. MATERIAL CERTIFICATIONS•• • . •. 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amdfit , inc. fo.t•to.eir • "Trosifol® UItraclear, Clear and Color PVB Glass InterlayKaated 01/19/17, •• expiring on 07/08/19. .•••• ...• • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amexioa,.Ine. for their • • "SentryGlas® (Clear and White) Interlayer" dated 06/25/15: expiring oA:3'44/18 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Ch&M4ttCompafly (MA) •, for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayej s•waihh 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. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017. E-4 • 111" ICI 1-1,n1- ��..r„w,. 6' FLANGE WIDTH 5' MAX. MAX. HEAD/SILL ILE I -- © MTG STILE �- - IOU MINeUM...M M INII E'I 63" FLANGE HEIGHT 58 1/2" D.L OPG. am III I ii F II I it 11- . M N 6 0 II it v /1 V I II ii In leer:-�. =all FALSE MUNONS (SURFACE APPUED) 32 7/8" 32 7/8" _ ADDL. ANCHOR REOD. AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. 36 3/8" D.L DPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL VENT, V. FLANGE & FLANGE ADAPTOR FRAME 110' 5 1/2" MAX. HEAD/SILL FALSE MUNTINS (SURFACE APPUED) OPTIONAL v BUCK WIDTH 5" MAX. TYP. MTG. STILE 13 5/16' MAX. HEAD/SILL • ) -9 . i II I1 F I I F C -----fir �_ I1 ii --- 1 B / %, . _ l 32 7/8' D.L OPG. 36 3/8" VENT WIDTH 32 7/8' D.L. OPG. FIN FRAME e 110" 5 1/2" MAX. BUCK WIDTH 5" MAX. HEAD/SILL TYP i e MTG. STILE 11_ CI i I' I in BUCK HEIGHT 58 1 /2" D.L. OPG. O I 1 J I' 11 II F i 6 6 O I �� N. I I /. 'i 0 ak il 1 I 1 ` N S FALSE MUNTINS (SURFACE APPUED) 32 7/8" 32 7/B' AT CEANCHOR NTEROR ALL PANELS OPTIONAL D.L OPG. 36 3/8' a D.L. OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL V EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. 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 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALVEll A010•I4EL' TO•TRANIER AP�LIEit PROVO LOADS TO THE BUILDING Sy1UCTURE • • • • • • • • ANCHORS SHALL BE•CORROSION RESISIRM, S•14CBP AASH•WNIPN DETAILS AND INSTALLED PER UF'S •eI41*RUSIIOIS. 'EC•IED•671BEDMENf TO BASE MATERIAL SHALL BE .D HD� •AL.! D.s IC :S000m. • • • A LOAD DURATION INCREASE IS USED 15 DESIGN OF AtitHOTS it! WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT W HER DISSIMIr(JR Mg6ERwS SHAL MEET THE REQUIREMENTSOF iiE 2004/2017 9,0-RIDA 1& I •CODE 8i PTEE STANDARDS. THIS PRODUCT IPPROVAL IR GENERIC•A•ID DOES MDT PRO'DE t1F06MA N FEW FOR A SITE SP[[CIFIC PROSECT, 0,. WE SSOf TIAIR PRWUCT,eD UACY OF ST5UCTURE7!ECCIVING•FIwS PROO•CT ,ND•SEASING AROVND•OP 6N FOR WATER INFILTRATA RESISAANCE ETC. • • CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPATZATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • a 0 PRODUCT REVISED as complying with the Honda Building Code NOA-No. 17-0918.09 Expiration Da a 09/22/2020 By Miami a Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT 0 11111111i, J�p. AHhy 1�•, �P'• uGENgF'•.,, 2 OF 1( S!oAIA� es" 0 a 0 oti J 0 8 5 5 5 5 0 0 0 drawing no. W10-18 (sheet 1 of 11 111" i n ,v,... ,-��•.,,,,V,• 6' MAX. FLANGE WIDTH 5' MAX. HEAD/SILL TyP, MTG. STILE43, MAI tIIIMI•N11f1 1 NUM D.L OPG. am II o 1 ` F 1 I � o M N , n I /7 Cv== II II WV 18 II • II FALSE VA UNTINSAPPLIED) (SURFACE APPLIED) - AT C ANCHOR REDALL P AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. 28" D.L OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110" 5 1/2' MAX HEAD/SILL W \ x Y D i n z � 7 FALSE MUNTINS / (SURFACE APPUED) OPTIONAL m v 5" MAX. TYP. MTG. STILE BUCK WIDTH 13 5/18' MAX_ HEAD/SILL • •; • •1 • -_1L___ 82 6 U g 1/ II II It _ 3 1 11, 6 1 1 24 1/2' D.L. OPG. 28" VENT WIDTH 49 5/8" D.L. OPG. FIN FRAME s 0 • 110' 5 1/2" MAX. FLANGE WIDTH 5" MAX. M HEAD/SILL TyP, IN e_ MTG. STILE it F u amlae• 0 / / 0 I /. / ^� V I (I iV La 2 ej 2 ® _ a O J — If// 6 f. II n_,1 O. FALSE MUNTINS (SURFACE APPLIED) 24 1/2' 49 5/8" \` - ADDL. ANCHOR REDD. 1 AT CENTER OF ALL PANELS D.L. OPG. FIXED 0R OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL OPTIONAL D.L OPG. . 28' _ •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • • • • • • • • Expiration Date 19/22/2020 • • • • • • • • • • • • • • • • • By • • • • • • Miam -Da •." • roduct Control EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 SERIES SENTINEL 120 PLUM HOBO. SLIDING WDYI. (L111./S.M1) 19 drawing no. W10-18 sheet 1,10f 111 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 78, - G27 - C 3p ,21 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) STD. MTG. RAIL MD, MTG. RAIL GLASS TYPES CLASS TYPES FLANGE DIMS. BUCK DIMS. 'A'&'Al', 'Weal' '8' & '81' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) TNT.(-) EXT.(+) INT.(-) 26-1/2" 25_1/21 . 65.0 65.0 180.0 90.0 r 7�� 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 3-37", 8. 36" "-65.0 65.0 80.0 90.0 53-1/8' 3 52-1/8' 37-3/8" 465.0 65.01 80.0 90.0 r 74"J 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" 50-5/6" 52-1/8" 49-5/8" 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' . 63 36' 62' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 53-1/8" 52-1/8" 4 74 :.I 73' - -S. 60.2 60.2 1 80.0 90.0 Xs° TYP. DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES FLANGE DIMS. BUCK DIMS. STD. MTG. RAH. H.D. MTG. PAIL H.D. MTG. TRAIL GLASS TYPES 'A'&'A1', '6'k'61' GLASS TYPES '6' & '61' GLASS TYPES 'C' & 'CI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) TNT.(-) EXT.(+) TNT.(-) EXi.(+) TNT.(-) 55-3/4" 78-15/16" 83-1/2" 28' 54-3/4" 77-15/16" 82-1/2' 25" 65.0 65.0 ` 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 05.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 78-15/16' 83-1/2' 38-3/8' 54-3/4' 77-15/16" 82-1/2' 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 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 85.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4" 78-15/16 83-1/2' 63' 54-3/4" 77-15/16' 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 1/2 OF THE WINDOW 'XO' OR' OX:. BUCK DIMS IDTH FLANGF FRAMF FLANGE DIMS STD. MTG. RAIL: J H.D. MTG. RAIL' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' • BUCK DIMS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 Hy Mlam -Da roduct Control FLANGE & FLANGE ADAPTOR FRAME •• ••• • • • QTJgL LEG FRAME • • • • • • • • •• • • • •• • • • •• NOTE: • • • • •• • • • GLASS CAPACITIES• ON THIS SHEAF ARE. • • • • • BASED ON AStic (3 SfC. 01JS116) • • • • AND FLORIDA IIIDDING•;0Mt1IS 101 • • • • • • DECLARATORY Si4TEME0IT DCAO�S-� C 1496 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • �e:•'•1.30ENSg AYE OF a 2 U C 0 W -' ow a O F m N �^ 0 3 NM I 0 '0 3 0 c z 30 .o O z U' -: J > k 0 Ily a si 1 a drawing no. W10-18 (sheet 2 of 11 DESIGN LOAD CAPACITY - PSF (X0X S ZES) FLANGE DIMS. DUCK DIMS. STD. MTG. HAIL E.D. MTG. RAIL GLASS TYPES 'A'k'A1', '914131' GLASS TYPES 'B' & '91' WIDTH HEIGHT WIDTH 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 85.0 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 50.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 50-5/6" 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 50.0 90.0 80.0 60.0 80.0 90.0 (1/3W) (1/3W) (1/3W) /1 en 'i OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY -PSF (X0X SIZES) FLANGE DIMS. DUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL C ASS TYPES 'A'k11', '13'&131' GLASS TYPES 'B' k '81' GLASS TYPES 'C' k 'Cl' WIDTH HE1GHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) IXT.(+) 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" 105-1/4" 110" 37-3/5" 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 85.0 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 60.0 90.0 65,0 65.0 - - - - 65.0 85.0 - - - - 65.0 65.0 (1/2W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH EQUAL LEG FRAME STD. MTG. RAIL: J H.D. MTG. RAIL: • 'XOX' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Data09/22/2020 By Miami-Dada`'Product Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• NOTE: GLASS CAPACITIES• ON TINS SHE i •ARE• • • • • • • • • • • BASED ON ASSM [1300-09 (3 EEC. OUST) • • • • AND FLORIDA ismI DING• IMIS!JI01f • • • • • • DECLARATORY -S=AAOM EMEir DCA01JC 21S • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • ,011111111,, Jp,®. r if pt. • uceNeF •.® 7 N . 70592 tIVAL,`\X. a 3 FAX. (305) 593-6592 drawing no. W10-18 (sheet2.lof 11 DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'A'A1, 'D'A181' CUSS TYPES 'H' A '61' WIDTH HEIGHT IOCT.(+) INT.(-) EXT.(+) 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 65.0 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 65.0 80.0 80.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO 0R OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. IITC. RAIL H.D. MTG. RAIL GLASS TYPES '4'1441 , '13'k101' MASS TYPES 'B' & 131' CURB TYPES 'C' & 'CI' WIDTH HEIGHT IXT.(+) INT.(-) EM.(+) INT.(-) Exr.(+) IM.(-) 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 05.0 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 - - - - 65.0 65.0 54-3/4" 77-15/16" 62-1/2" 62' 65.0 65.0 80.0 80.0 65.0 85.0 - - - - 65.0 85.0 - - - - 65.0 65.0 STD. MTG. RAII• 1_f H.D. MTG. RAIL: OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH "XO OR OX' •• ••• • • • • • •• • ••••,•••• • • • • • • • •• • • • •• • • • •• NOTE: • • • • •• • • • GLASS CAPACRIE90 ON •'HIS SHEET ARE. • • • • • BASED ON ASTI4 �130 -09 (3 � . JSI�) • • • • AND FLORIDA 6DIN ;Ot�AIS�10� • • • • • • DECLARATORY SiATEME&T DCA05-6DEC-2j9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code Now -No. 17-0918.09 Expiration Date 09/22/2020 By Miami-Dado6Kroduct Control FIN FRAME FAX. (305) 593-6592 `o- D S 4 8 NO CHANGE THIS SHEET R g s drawing no. W10-18 sheet 3 of 11 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'AL, 'H'&'HI' GLASS TYPES 'B' & 'Be WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 105-1/4" 110" 25' 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 55.0 65.0 80.0 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 85.0 60.0 80.0 65.0 65.0 80.0 60.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110" 62' 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 (1/3W) i (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF ()COX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAD, GLASS TYPES 'ATM , 'B'k'HL' GIA55 TYPES 'H' & '81' GUSH TYPES '5' k 'el' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(*) INT.(-) 73" 105-1/4" 110" 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 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 65.0 80.0 80.0 65.0 65.0 73" 105-1/4' 110" 49-5/8" 65.0 65.0 80.0 60.0 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) 1 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' •• • • • • • • • • •• • • • • • • • •• • • • •• • • • •• NOTE: GLASS CAPACCES• ON.THIS SHF•EaI' •ARF• • • • • • • • • BASED ON AS?M Lr130E-09 (3.9EC. OUSW) • • • • AND FLORIDA "-DINF JOAAISEIOR • • • •• •• • DECLARATORY Sj/{TEMT DCAOIS jLtC 2 S • • • • •• PRODUCT REVISED as complying with the Florida Building Code Noa-No. 17.0918.09 Expiration Date 09/22/2020 BY Miami- utt Control FIN FRAME drawing no. W10-18 sheet 3.1 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1/8" ANN.- GLASS / 075 Interlayer Soflex CP With PET Care By 'Eastman Chemical. Co.' OR .090Sofle Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' 1 OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE -'A' 5/16" NOMINAL LAM. GLASS_ 1/4" AIR SPACE 1/8" ANN. GLASS 1/8" ANN. GLASS 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kdrarcy America, Inc.' OR .090" Interlayer Trasifol PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS S 1� C 1117 Vie: clo SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/4° AIR SPACE 1/8" HEAT STREN'0 GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' ® AT 1/4 POINTS ALL SIZES ,QLASS TYPE 'AL' 0.70" OVERALL INSUL. LAM. GLASS 1/8" HEAT STREN'D CLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co: OR .090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' 0R .090" Interlayer SentryGlas By iKuraray Americo, Inc.' OR .090" Interlayer Trasifol PVB By 'Kuraray America, Inc.. 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Cora By 'Eastman Chemical Co.' OR .090" Interlayer Sentry0las By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS 1/8" HEAT STREW° GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 A7 1/4- POINTS ON LITES WIDER THAN 36° GLASS TYPE 'B' 5/16" NOMINAL LAM. CLASS 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Cora By 'Eastman Chemical Co.' OR .090" Interayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas BR Kuraray Americo, Inc.' .090" Interlayer By Trosifol PVB By 'Kuraray Americo, Inc.' SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON IJTES WIDER THAN 36" GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray Americo, Inc.' 1/8" HEAT STREN'D GLASS \ 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACE • • • .„.• • • ST. STEEL BY RDINAL' OR • DURASEAL BY 'QUAT4Fit' • OR • • SUPER SPACER E3••Y 'QUAPRX" • AT 1/4 POINTS ALL SIZES • • • • a• • •0 • ••r4 SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANCC AT 1/4 POINTS ALL SIZES • ••• •• • • • • • • •GLASS•ItgE •CT'• 0.70" OVERALL INSUL LAM. GLASS • • • • • •70'•OVERALL•INS1L LAM. `LASS • • • • • (S.M.1.) • • •• • • • • • • • • IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • • • • • EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' & 'Cr MUST BE TEMPERED. GLASS TYPE 'B1' PRODUCT REVISED as complying with the Florida Building Code Non --No. 17-0918.09 Expiration Date 09/22/2020 oduct Control 'Itlullllyl' SERIES S?IINEL 120 AWN HONK. SIDING WDW. (LICE/S.N.I.) FAX. (305) 593-6592 0 ami 8 q6 a 2 y}3 Zi UNDATED TO 2017 FBC 5 8 2 drawing no. W1O.-18 sheet 4 of 11) ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • It • •• •• ••• • • •' ••• • • / 1BY WOOD BUCK " G a d.' • TYPICAL ANCHORS SEE ELEV. FOR SPACING ,EDGE DIST. N 0 ' 1BY W000 BUCK ;;L:\ TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME 2 3/B' MIN. 2-3/B' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23%'. THE USE OF DEEPER OR BEVELED WOODBUCKS 0 PERMITTED. PRODUCT REVISED as complying with the Florida Building Cod NOA-No, 17-0918.09 Expiration Date 09/22/2020 By Miami-D a Product Control •• • • • • • Wi 7 1 /i" 3 1 • y1�." a'F�F' SLOT AT 4-1 /8" FROM EACH • • • • END WITH* PLASTIC CQVER • • • • • W2 = 1/8� X 1/2•"•WE!F• SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END • • TYPICAL ANC•0R• SEE ELEV. • • FOR SPACING • • • EDGE DIST. i • •• • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1- MLAMI-DADE COUNTY APPROVED I MUWON & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 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 KSI) 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) 1-1/4" 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 SELF DRII I ING SCREWS (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 WITH ALUMINUM TO BE PLATED OR PLANTED) 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 OR JAMBS f'c = 3000 PSI MIN. • • •• vicEE:HCilz�. • • • • C-90 HOLLOW/F1LLED BLOCK AT JAMBS f'm 2000 PSI MIN. \`t\cal11111/7 �. •' OGENSE. •:"'( ,,r S rYS /1 7 d .0 0 2 ° W - o = drawing no. W10-18 sheet 5 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING STRUCTURE VENT WIDTH XOX LAYOUT MIAMI-DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH D.L. OPU. EXTERIOR EXTERIOR D.L. OPG. VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE FLANGE & FLANGE ADAPTOR FRAME 1/4" MAX. SHIMS WOOD B K WOOD STRUCUR SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • •• 1BY wow aucrs • • • • Expiritio: Daje 0 /22/2020 • • • • B • • • • •' • • :Tams -load • gluct Control FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED as complying with the Florida Building Code NOA-N•. 17-0918.09 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • R1OP,. fii A`` drawing no. W10-18 I sheet 6 of 11 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. 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 EQUAL LEG FRAME MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE OIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. f � 2-3/8" MIN. WHEN USED THE MIN. W000 BUCK DEPTH SHALL BE 21%". THE USE OF DEEPER OR BEVELED WDODBUCKS IS PERMITTED. BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••' • • • 0040 • • TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Mlamt-Da roduct Control MIAMI-DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH ,. P''•�10EN: 0 0 ta drawing no. W10-18 sheet 7 of 1 i) ILLUSTRATNE DTLS. ONLY EXT. 0R INT. FINISHES NOT BY CGI HOUSE 'WRAP NOT BY CO HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING W3 BACKBED CAULKING TYPICAL ANCHORS SEE ELEV. FOR SPACING BACKBED CAULKING WOOD STRUCTURE NOT BY CGI 1/4" MAX. GAP 1/2" MIN. HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING >78 SMS (Fu 74 K51 MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD BUCK WIDTH EXTERIOR •• • • • • • • • • •• • • . • •• • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • • • '. • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FIN FRAME PRODUCT REVISED e5 complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 BY Miami a roduct Control 1/4" MAX. TEOF • ((�� R10P..�C;'� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SERIES SENTINEL 120 kUN HON2. SUOMG µDW. (LIAL/S.11.I.Q U c fn 0 O p W lY V N c N N M o M � 3 •cz�� 0 o o .- FAX. (305) 593-6592 8 sheet 8 of 11 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT ' 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3598) C TEL. (305) 264 8100 FAX. (906) 2626978 COMP-ANL\W10-03CGIJ 'ITEM PART # QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS E1 CGI-100 - FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER PRODUCT REVISED as complying with the Florida E2 CGI-113 - FRAME SILL 6063-76 CGI EXTRUDER Building Code E3 CGI- 102 - FRAME HEAD 6063-T6 CGI EXTRUDER NOA-No. 17-0918.09 E4 CGI-103 - MEETING RAIL 6063-76 CGI EXTRUDER Expiration Date 09/22/2020 E5 CGI- 104 - LOCK RAIL 6063-T6 CGI LSIRUDER cz By _ -,- E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER Miami -Dade duct Control E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER E8 CGI-107 - 5/16" GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI- 108 - 0.700' GLAZING BEAD 6063-T5 CGI EXTRUDER El0 CGI- 109 - FRONT FLANGE ADAPTOR 6063-T6 CO EXTRUDER El CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER El COI-135 - TF FRAME JAMB • FIXED GLASS 6063-T6 CGI EXTRUDER El CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER El CGI-139 - TF FRAME JAMB 6083-T6 CGI EXTRUDER El CGI-140 - 1" MUNTIN 6063-T5 CGI EXTRUDER El CGI-141 - 2.5" MULUON 6063-T6 CGI EXTRUDER E17 OGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER > EIS CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER _ si a �o r� B P CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET I MIAMI, FL 33172 TEL (305) 593-6590 FAX. (305) 593-5592 El CGI- 115 - SILL FILLER 6063-T6 CGI EXTRUDER E20 CGI- 116 - FRAME JAMB 6063-76 CGI EXTRUDER', E21 CGI- 117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 CG1-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 C01-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER M1 CGI-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 SILICONE GE M5 - 0.700" X 0.040' BEAD DOW 995 SILICONE DOW M6 - 0.700" X 0.040" BEAD DOW 898 SILICONE DOW M7 - 2/ LITE SETTING BLOCK EPOM DUROMETER 80±5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - M9 684 - ROLLER TRACK PVC - M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - 0 n. u` v 90 CHANCE THIS SHEET NO CHANGE THIS SHEET xN zN � n g g W 4/ 12i o 9 M11 W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -129 1 PER SASE{ EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M18 CGI- 134 - JAMB SPACER PVC PROTOTYPE OR EQUN. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2PER WO, 2' SASH STOP PVC PROTOTYPE M19 CGI-111 0 FR. HEAD SCREW COVER PVC PROTOTYPE a M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M6M m o o e g n - 0. s - 0 o M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV 52 - 2 OR 3 PER CORNER >! 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - • • • • • • • • • • • • c u z 53 - 1 1/4" EMBED. # 8 X 1 1/2" LG. PHL PH. SMS. FIN ANCHOR SCREW - •_ • • • • • • • • • • • • • • • • • L I I I77i7j/ R' o v �`,�.��. e " -• ,--,^ v �' 3 S4 - 4 PER WO. if 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - i •• • • • �� , • ••• • Aln 55 2 PER WO. 8 X i" LG. FH. SMS. ST/Si. SPIRAL B. ASSEMBLY - - • • • • • • • • • P '" "' : ""Rw i �•' VyGEN.pE'•• S6 - - 6 X 1/2" LG. FH. SMS. 0CGI-133 &CAM LOCK _ • - • • e • e • • • • • • 58 - 4 •M. RAIL f 10 X 4' LG. PHL PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - - S9 - 2 PER ANOLIFT P 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANTIUFT SCREW - - :• [ * '11 -� • cc- • • • • • • • • • • S EOF r I�� • • • •• • • • • • • •. • • • • • 1DP'c,`�� ••• ••• •••• •••• •••• •••• �i'01. AL1er,,\ drawing no. W10-18 sheet 9 of it ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 04041 • • • 000 • • FLANGE FRAME HEAD 2.346 1.601 2.440 L-1.155 1.015 I- E3 FLUSH FRAME HEAD 1.301 --2.113 1.220 r I LI` E4 1.368--- .745 MEETING RAIL 1.007 -.065 1.550 . 050 -t 1.680 --1.395-I NAIL FIN ADAPTER .490 .705 050 TYP. .864 I-- ® 5/16" GLAZING BEAD .705 .050 TYP. --I .864 I-- O- .700° GLAZING BEAD 1.015 r- .065 4.430 TYF. 3.685 2.855 F-2.440 FLANGE FRAME SILL FLUSH FRAME SILL 2.737 2.505 .065 P TYP. 2.813 1.000 1--.991-- 3.237 FLANGE FRAME JAMB (MOVING) 2.737 2.505 .065 2.613 .500 ■ .991-.1 2.737 @ FLUSH FRAME JAMB (MOVING) .811 2.505 - I--.065 TYP. 1.015 1.000 1 745 FLANGE FRAME JAMB (FIXED) E7 FLUSH FRAME JAMB (FIXED) 2.264 1.04 LOCK RAIL 1.498-- .080 TYP. SILL FILLER 1.255 1.788 1-"U 1015 065_ TYP. r^� 1.220 2.310 - 1.043 ALT. LOCK RAIL --1'450 80 I A_) .550 .050 1- . FLANGE ADAPTOR HANDLE RAIL SASH RAIL 1.398-11 -r .160 .050 J .065 - N3 FLUSH FRAME COVER 1.4497 O60 1.413 12 SCREW COVER 293 •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • • • • • • • •• • • s • • • • • • • • • • •• • • • • • • • • • • • • • • LJ PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 ExpirationDate_I • /22/2020 BY Miami -Dad. roduct Control U 0 a U 871 FAX. (305) 593-6592 0 2 2. d 7 5 8 I� 6 I drawing no, W10-18 (sheet 10 of 11 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • VENT TOP/BOTTOM CORNF29 FIXED MTG RAIL CORNER •• • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami- acentral • ••• •• • • • =-a • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • '�•.ceNSF 70592 =' iY G - • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • •- • • • • • • •• •• • • • •• •• ••• • • • ••• • • SERIES SENTINEL 120 ALNN HOW. SIOING WOW. (LICE/S.N.I.) FAX. (305) 593-6592 in drawing no. W10-18 sheet 11 of 11 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI WINDOWS and DOORS, INC. 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke) modify, or suspend the use of such product or material within their jurisdiction. RER reserves, the •right te•rery lke thi,s acceptance, if it is determined by Miami -Dade County Product Control Section that this IhodticC or material fails to meet the requirements of the applicable building code. •.. •. • This product is approved as described herein, and has been designed to comply with the Florida'Bnilding Cade, including the High Velocity Hurricane Zone. • • • • •• •. • • DESCRIPTION: Series .`.`Sentinel150"Aluminum Sliding Glass Door w/ wo ReinforcgeAt — L.1�I I� APPROVAL DOCUMENT: Drawing No. W10-31 Rev 0, titled Series "150 Sentinel SlidiagGlass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and 1,D.Stsgevlsed on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product ControrRevisipu strop with the Notice of Acceptance number and Revision date by the Miami —Dade County Product Goxtrol Section. 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.miamidade.zov/economy • . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/ corners, see limitation note 4, below. 3. Max shim not to exceed 11/2" at Head/jambs & '/2" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Units containing 90° & 135° exterior corners must be limited to Max Dp= +/-60 PSF. See sheet 22 for anchor layout. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-1011.18 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 Ishaq I. Chanda, P.E. • MIAMI-DADE COUNTY APPROVED •• • •• • • •• • • • r {OA No.4.7-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 Page 1 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • • 6) Forced Entry Test, per FBC, TAS 202-94 • • • • : • • • along with marked —up drawings and installation diagram of 8-panel, Alum S6L).w/ Poc1ofs.& 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502'..91-450-18, dated • 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(subriftMunder•fiTe'#15- • 0619.06) •••• •�•• 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..'.. • '.:.. • 2) Uniform Static Air Pressure Test, Loading per FliC•j S 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94:• • • • • ••• 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •..•.• 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA -3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 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 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 7400P0 Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & sealed by Ramesh Patel, P. E. shag I. Chanda, P.E. • • •• • . Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12 , 2018 E-1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05) •.�� along with marked —up drawings and installation diagram of Alum. SGD (OX).p.epared.ley.' Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, datedti'8/09/12, sued and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /#12 inr.16). C. CALCULATIONS • • • • • ••.• ••Y• •...L 1. Anchor verification calculations and structural analysis, conformance td,'c i'rf]4lying w1th.FBC- 2010 and with FBC 5th Edition (2014), prepared by A1—Farooq Corpor4tly dated 0f74/16, 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. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. �s4•,`'� \ . Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12 , 2018 E-2 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1 This NOA revises NOA # 15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. ."". • . .... . . . • 2. New Evidence submitted. "•' . . • .. . A. DRAWINGS 1. Drawing No. W10-31 Rev 0, titled Series "150 Sentinel Aluminum Sliaitig Glass I3 xe, sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 057'!0/41 and Zast'rtvised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. ' • • • •• • • .. B. TESTS 1. None. C. CALCULATIONS 1. None. . . . . . . . . .• •. . D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. . .. . . . . ..• . F. STATEMENTS 1. Letter of conformance to FBC 2017 (6th edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA # 17-1011.18, expiring 09/22/2020. . . • .• Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12 , 2018 . E-3 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. 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). 1 BY 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_ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INSTRUCTIONS: • STEP 1 •• • • • • • • • • •• DETERMINE DESIGJJ•WIND SQ REOU�2ytENT BASED • • • • • ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. USE CHARTS AS•EOLLOWS. • • • • • • STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYP!♦ArD REINFORC,JC• TO USE. • USING CHARFS GR SHENIr 15 SELEST ANCH t CTION • • WITH DESIGN,RAIRJG MARE THAN E�SttgL D EC�IED • - IN STEP 1 ABME. • • . • •• • • • • • • THE LOWEST VALUE • REAILTING FROM•STEPS 2•AND 3 • SHALL APPLY TO ENTIRE SYSTEM. STEP 3 STEP 4 ••• • • • • • • • IRODUC r rtavieeo as uavptYiag with the Florida katlins Cads Aaepbace Nu 2( • 20 Eydraoba ate roductt ACu.rel LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT MAR 0 5 2018 0111 i1111 ''oGEJ Mo. 4592 J STA1 OF • (( A11NAL \ 1111111\ SERIES SENTINEL 150 ALUM SUDING GLASS DOOR (LM.I.) COMP-ANL\W10-31CG1 U C N O p La o v) 0 N o % is 3 N 1 O 1 3 C Z 3 o .o _ o � CD O Q 0 FAX. (305) 593-6592 o`_ 8 NO CHANCE THIS SHEET 8 ar 0 drawing no. W10-31 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • sheet 1 of 28 14" MAX. (8) ANCHORS CLUSTER SHOWN 282 13/16" MAX. 3 TRACK HEAD ANCHORS 48 1/8" NOM. PANEL WIDTH 1 13/16" FALSE MUNTIN MIN. OPTIONAL ANCHORS IN PAIRS AT HEAD/SILL/JAMBS DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. .2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3' 0.C. SEE CHART ON SHEET 15 FOR CAPACITY /�' DOOR FRAME HEIGHT 118 13/16'. -r ---TR — REINFORCING ATRLOCKS /OPTIONAL FOR CAPACITY j j p 42 1/8' o o c ___IY-_*== +2 1 /8!I \/ � j a SINGLE SEE SHEET R DESCRIPTION O 2 POINT LOCK 24 a W ' 0 O 4 ill. --- 1-i� IIj. ll ii I ti I -IL OPO: --- t j , II ai' II II = - - �I- O D.L. OPG. jof j '' a . (6) ANCHORS 3 TRACK CLUSTER SHOWN JAMB ANCHORS 3" TYP. SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS INTO CONC. AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY 0 • 48 1/8" 48 1/8' PANEL WIDTH • • • • • • • • • •• • • • • • • • • • PANEL WIDTH 6" MAX. HEAD/SILL CORNERS POCKET JAMB (SEE SHEET 6, 8, 11 & 12 & DETAIL M ON SHEET 23) f � a POCKET JAMB ANCHORS (SEE SHEET 23 FOR TYP. INSTALLATION) PRODUCT REVISED 3 TRACK as 04116FT plyI g with the nri& SILL ANCHORS IA•Q•dn Anetp16eptn.ce No 17 1cti •Zf� Coir.6r■ Date It 8" 8' (I) MEEP CLUSTER (2) WEEP CLUSTER 8" 8" (2) WEEP CLUSTER e , tI • • • • • (2) MEEP CLUSTER (2) VEEP 0.US1Dt TYPICAL ELEVATION TETTCD•UNI! � • • • • • • Dth OPENIN• • D.L.• HEIGHT = DOOR D.L.O. WIDTH = NOM. PANEL HEIGHT = D00 • • • • • • • • • •• • • • • • • • • • • • 8' 8" (2) VEEP CLUSTER • • • • • • • • • • • • • • • • • • • • • FAME HEIGHT - 9 11/16" • ANEL WIDTH - 6" FRAME HEIGHT -1 3/16" • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • 8" (1) MEER CLUSTER MAR p52018 Probed Omani TATE FEORIO�;.•' R s1014A1'"' 111t IIll11% COMP-ANL\W10-31CGI CC co 5 U C 0 Q '0 c O c' 0. W ^ N ``',0 0 -0 3 Z5 O< J o ,- FAX (305) 593-6592 0 v 0 35 .0 0 drawing no. W10-31 sheet 2 of 28) • •• • FALSE MUNTIN OPTIONAL SEE SHEETS 1 13/16" 17, 19 & 21 MIN. FOR FIX. PANEL ATTACHMENT 2 TRACK JAMB ANCHORS 3" TYP. (8) ANCHORS CLUSTER SHOWN 14" MAX. 190 9/16' MAX. ANCHORS IN PAIRS AT HEAD/SILL/JAMBS DOOR FRAME WIDTH HEAD ANCHORS 14" MAX' 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY DOOR FRAME NOW 116 13/16" . . . �/ , 1 11 I ; , 1 L PANEL HEIGHT 110 5/16" D.L. OPG. • \\I =IF --- �i- • REINFORCING • AT OPTIONALLOCKS SEE SHEET 13 FOR CAPACITY 42 1/8" �I ISO t _ I1 - Ir i II iI _ yII II ---T1----1--- 11 11 II II =_-_li/'_1T___ 11 -/, II II II I I I IL-_- II- 0- --r,- B1 �j 2 POINT SINGLE LOCK SEE SHEET 24 FOR DESCRIPTION ' a z � Q D1 ,W 42 1/8" D.L OPG. // D.L. OPG. • // • . . ,'.i.\ I 81.E , ,n.. • SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY 3' TYP. 01. 48 1/8" I I 48 1/8" PANEL WIDTH (6) ANCHORS CLUSTER SHOWN PANEL WIDTH 2 TRACK HEAD ANCHORS 6" MAX. HEAD/SILL CORNERS POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS •• ••• • • • • • •• • • • • • • • • • • • • • •' • • as • • w • ••• • B" (1) WEEP pLSRA 8" 8" (2) WEEP GLISTER 8 8" 8� 8' • • • • • 8"• (2) •EP 4USIER (2) PEEP (ISRP (I) WEEP WS'IER • • •• (TESTED UNIT) • • • • • • • • • • • • • • • • • • • TYPICAL ELEVATION • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 080 • • 11RDDUCf REVISE& 411. Neu` withkitting tie 'unit ocrvatire +wiex i/,ui �v r ( q 7C) swat*,tL {b.,kY� D.L OPENING D.L.O HEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH = NOM. PANEL WIDTH - 6" PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" MAR 0 5 2018 COMP-ANL\W10-31CG1) SERIES SENTINEL 150 ALUM SLIDING. GLASS DOOR (LM.I) FAX. (305) 593-6592 0 0 5 0 0 NO CHANCE THIS SHEET NO CHANGE THIS SHEET 0 drawing no. W10-31 sheet 3 of 28) 10 FALSE MUNTIN OPTIONAL POCKET JAMB ANCHORS 3" 14" -MAX. 48 1/8" NOM. PANEL WIDTH TYP. 149 5/16" DOOR FRAME WIDTH ANCHORS IN PAIRS AT HEAD/SILL/JAMBS EXTERIOR 90' (8) ANCHORS CLUSTER SHOWN (SEE SHEET 22) EXTERIOR 146 9/16" DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. 2, 3 OR 4 PAIRS HEAD/SILL _AT STILE ENDS SEE SHEET 15 AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY (8) ANCHORS CLUSTER SHOWN 97 3/4" DOOR FRAME WIDTH HEAD ANCHORS 2 0R 4 PAIRS AT CORNER STILE ENDS 6" MAX. SEE CHART ON SHEET 15 HEAD FOR CAPACITY SILL CORNERS - 1 I - . — I I' I ‘ ---1 I1 I I I I I I I .--, _i Ir=--l/-OPTIONAL 1 O 1 I D.L. OPG. R �^ T�ODA A m V m D r� P� ry1-_-_-_ �1 m 2 POINT DOUBLE LOCN SEESHEET 2 FOR DESCRIPTION r 42 1/8" 0OO //, /, 2 POINT DOUBLE LOCKS SEE SHEET 24 FOR DESCRIPTION 42 1/8" PANEL HEIGHT -On 40" HANDLE CL 38" II4'.- Ill .L. ___ _--__-_= 1 - 11-.! II _1L = OPOj /' ii -II a; I _ _ _4_-Ir --ri n =, /' a /, \ D.L. OPG. ,> // a W o Z d aQ .1 D.L. OPG. j W 0 0 aa, 1 1 1 ( 1T, ' 1 1 (1T 1 1 1 1,- 1 (.I) (, { SILL TYPE B2 ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS. SEE CHART ON SHEET 15 FOR CAPACITY SILL TYPE 82 ANCHORS 2, 3 0R 4 PAIRS AT -STILE ENDS AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY 48 1/8" 48 1/8" PANEL WIDTH PANEL WIDTH 14" MAX. 3" TYP. (4) ANCHORS CLUSTER SHOWN (SEE SHEET 22) EXTERIOR (TESTED UNIT) (6) ANCHORS CLUSTER SHOWN •• ••• • • • • • •• 48 1/8" EXTERIOR PANEL WIDTH / I I 48 1/8" PANEL WIDTH TYPICAL ELEVATION • • • • • • • M(ODEC t REVILE • • • • • a s • • • mR✓ & pryL.g with tile Fiona BY.ding Cede Ao praece No I7•I1I1(.20 E.ptr.tl.. D.cc /_a_7Tz((c, • •• •• • •��!(.,',. yC� •• • • • •• • ••• • • • • • • • • • • •• • • • • • It • • • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • MAR 0 5 3 TRACK HEAD ANCHORS 1 13/16" MIN. m 10 r ��I 3 TRACK JAMB ANCHORS 3 TRACK SILL ANCHORS �mw In 'O U 2 2 i3 g COMP-ANL\W10-31 CGI 0 r u NO CHANCE THIS SHEET 0 5 0 drawing no. W10-31 sheet 4 of 28) DOOR FRAME HT. 3 a DOOR FRAME W. 0 O b 0- XXX (SHOWN) OXX XXO XXX (REVERSE) DOOR FRAME WIDTH }O O• o- o- XXXXXX (SHOWN) OXXXXO DOOR FRAME WIDTH —� b O U l o- 0- XXXXXX (SHOWN) DOOR FRAME WIDTH 1 DOOR FRAME HT. — 0 b O 0 o- U y o- 0- XXXXXO (SHOWN) OXXXXO FRAME WIDTH ANEL WIDTH NON -RE NF. INTERLOCKS SEE CHART ON SHEET 13 ,... in [2_ . ,_ .1 7 , .L.____„_.„. .......... .......,,. _..._ EXTERIOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 ‘14 Sill— matlii I ©141%.O EXTERIOR 90 CORNER DETAIL 'O' ON SHEET 22 O NOM. PANEL WIDTH O _� L 135' CORNER DETAIL •P. ON SHEET 22 OPTIONAL IN LIEU OF J1 FRAME WIDTH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J FRAME WIDTH NON -REIN F. INTERLOCKS SEE CHART ON SHEET 13 PANEL WIDTH ....um.... ii.�� • ...16.4g19-7111. - .. IIM-. ..,_ i[I.. �___ i.� GSM e:.� ltaa iLiJ APPROVED CONFIGURATIONS NON—POCKFTFD .fTZORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS EXTERIOR • • • • 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J • lUJ • • NON-REI N F. INTERLOCKS SEE CHART ON SHEET 13 • •••• •• • • • NOTE: • • • • • • • • • • • 1. CONFIGURATIONS SHOW!?02 ILL:STRAilOt: Pljj2P(WES•ONI.Y.• •• •• • • 2. FOR APPLICABLE NON IIEINIORCLU•OR REIA41ICEfl !SIGN PtiSJ!URES•EEE SHEET 13. • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. MAR 052018 RLODUCf REVffilBi► as uaaplylag wilt the 19ad•t. binding Code Aceeptuaee No i7 )21•p•'20 Eipiratieo Dote 9 r a'1„, (sl.(Lt~ Mret'tb.cit Proiae Cootie; TE OF (S/ mIL U COMP-ANL\W10-31CGI -J ce N col cn C 0) pow ce (305) 593-6592 u NO CHANGE THIS SHEET 38 PER RER COMMENTS 8 .o a 0 drawing no. W10-31 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • sheet 5 of 28 Qw 0 0 0 DOOR FRAME HT. L U m O 0 0 DOOR FRAME W. 8 PXXX(SHOwN) XXXP DOOR FRAME WIDTH 0 GIY 5 — 6 5 o- PXXXXXXP (SHOWN) DOOR FRAME WIDTH ® e a o- o- 4- -c -> o- — PXXXXXX(SHOwN) XXXXXXP DOOR FRAME WIDTH OH 0O 6 6 0O 6 6 y PXXXXXO(SHOWN) OXXXXXP Y 0 a L 0 L r a L 0 0 L DOOR FRAME WIDTH ANEL WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 MO O E RIOR O EXTERIOR DOOR FRAME WIDTH NON—REINF. INTERLOCKS SEE Cry4RT ON SHEET 13 90' CORNER DETAIL '0' ON SHEET 22 135• CORNER DETAIL 'P• ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 0 a 1 J POCKET CAVITY NOT BY CGI _ NOT PART OF THIS NOA APPROVED CONFIGURATIONS POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR 90' CORNER DETAIL •0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J D00R FRAME WIDTH NON —RE NF. INTERLOCKS SEE CHART ON SHEET 13 Ea. ENE lame .H•ia-CM•iLal4a• ��__iaat • •J C\. •EXTERIOR •-• so' CO•R•ER DETAIL '0•0N•SHEC1.22 135' CORNER DETAIL •P• ON SHEET 22 OPTIONAL IN UEU OF J O PANEL WIDTH PANEL WIDTH Cp NOTE: • • • • • • • 1. CONFIGURATIONS SHOWN •FOR. ILLU TRATION !IRP0 S s1NLY. : • : : • : 2. FOR APPLICABLE NON REII?FQRCEIILR REIN{01ED�DE�GN•PRE96.E. SrSSHEET 13. 3. FOR ANCHOR DETAILS SEE•SHEET, 15 THRU 43. • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. P ODUC i•REVRIED O ' P1YVBwiththeFar* balding Cede Aoroptaace No ( ^ ZIZ Ex0D-06e4 Date �,t, . Product Ca•Md MAR 052018 ED ``111u1 1IIIt :1• ) . $T OF _ twtss\ rrIt1111I1\1\ •.. • • • • 4100 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • fa‘V 3 J cc co FAX. (305) 593-6592 1 v 0 G 3� 36 3 NO CHANCE THIS SHEET lj 'FA drawing no. W10-31 sheet 6 of 28 DOOR FRAME W. 0 0 XO SHOWN) OX --�1 DOOR FRAME. W. Kt 0 XX DOOR FRAME WIDTH O Jt O 1 G7 OXO (SHOWN) OXO (REVERSE) DOOR FRAME WIDTH li 11 OXXO XXXX (SIMILAR) MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR MAX. FRAME WIDTH EXTERIOR #8 X 3/4' SMS AT 24' 0.C. 8 REINF. NTERLOCKS SEE CHART ON SHEET 13 MAX. FRAME WIDTH *mom �1. iii.miN 0 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 MAX. F 10 OH EXTERIOR THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF REINF. INTERLOCKS SEE CHART ON SHEET 13 le m KM �� IIN• rz APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS l�➢ • • • • • • • • • • 90' CORNER DET411481 I� $�1 • • • • • • 135' CORNER DETAIL 'P' ON SI ET 2S • • • • • • OPTIONAL IN LIEU OF J1 • •• ••• •• • • • NOTE: • 1. CONFIGURATIONS SHRWN•F0R ILLUSTRA1.41 PU:PO:ES ONI:'. � 2. FOR APPLICABLE NOQI•TjgINFOgCjD CR 22EU F0 EL. DE►IG: i.ES 11 R86 SEE SHEET 13. • 3. FOR ANCHOR DETAILS•SEE SHEETS 15 TNRU 23.o • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • MAR 0 5 2018 •RODUC E R$VIBBO as complying with the FIaw4 Lading Code ^ Acceptance No t7IZ(X' 2o pinnim z ntt7• L$w9 SeldP}roinet 430•1101 \`\llu Will it, )�'��UGEN � •.e 1STATE,yr ,FYORIDN,.•' \ i'011 SNAL �ilt`G� nil H iro4 V 0 U FAX. (305) 593-6592 0 0 V 8 NO CHANGE THIS SHEET 0 0 drowing no. W10-31 (sheet 7 of 28 x rc x 0 DOOR FRAME HT. DOOR FRAME HT. L T— U Um 0 h 0 Um O a DOOR FRAME WIDTH PX SHOWN) XP PXXP DOOR FRAME WIDTH POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA r-- 0 0 L U O a O 0 O o- o- 1 2. +Wo o— PXXXXP DOOR FRAME WIDTH r 0 R- — 9- O 4 Ki PXXXX (SHOWN) PXXXO XXXXP OXXXP DOOR FRAME WIDTH r-- Y a° L r 0 a L DOOR FRAME W. U a m O DOOR FRAME WIDTH EXTERIOR 0 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22' OPTIONAL IN LIEU OF J1 0 PXX (SHOWN) XXP 0 0 DOOR FRAME WIDTH r 0 0 L DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 UM Mom_ -- —I♦ill. 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J • • • • • • • • • • APPROVED CONFIGURATION$ • • POCKETED DOORS (NON -REINFORCED SHOWN) • • • • • • SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • 7 *ROW t REyi batA'nt gCotrdeeb Aecrpr inre No )7k_the 14"662.0 POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. MAR 0 5 2018 -: lllllll llll//// ':'' VOEN No. 796 fir : {7 3v'!I 1 O . 9YAT�OF ii�(eSs�O O(� ��yC7 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • •• •• 034"V a. FAX. (305) 593-6592 o- n 5 3 NO CHANCE THIS SHEET 0 0 dote: 05-20-10 ] drawing no. W10-31 sheet 8 of 28 0 0 DOOR FRAME WIDTH 0 1111 XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) DOOR FRAME WIDTH O XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) DOOR FRAME WIDTH O D O i 0, O b & XXXXXXXX (SHOWN OXXXXXXO 411111111 APPROVED CONFIGURATIONS NON -POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS FRAME WIDTH OH EXTERIOR EXTERIOR NON —REIN F. INTERLOCKS SEE CHART ON SH ET 13 FRAME WIDTH 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NON—REI N F. INTERLOCKS SEE CIIART ON EET 13 NOTE: •• •• •�• ••• • • • • 1. CONFIGURATIONS SPIOW?1 FOR ILLUSTR►TS3N P`IRPOSES 0:ILY: • 2. FOR APPLICABLE NON fi2EINFUCE6 0: R:NF:RCED QESIild I RED U: S SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 9HRU 29. • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • •• • • MAR p 5 2018 •RODUC C MEVJRID m complying with Ih FMiYp IrMing Coda Acceptance No )%/Z/d' •20 E.piraWo Dote N P •>./ _b e Pod rodact roy'mU 0 U Ea 3 Ed col FAX. (305) 593-6592 0 n U j6 NO CHANGE THIS SHEET NO CHANGE THIS SHEET .0 drawing no. W10-31 sheet 9 of 28 DOOR FRAME WIDTH 8 O b O O n .yo- 8 o- O o- .@ $. $ b Q . o- 0- XXXXXXXX (SHOWN) OXXXXXXO DOOR FRAME WIDTH 0 CD 0 b o- o- .4 © V XXXXXXXO (SHOWN OXXXXXXO APPROVED CONFIGURATION NON —POCKETED DOOR$ (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 NOM. PANEL WIDTH EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN DEU OF J NLODUC f REVVED r complyi.g with the Mdie. trmdin9 Cede Acceptaaee No - 2T ' Eapiree•w Date 2 h7 7•IT 4dF mom email 90' CORNER DETAIL '0' ON SHEET 22 • • • • •13� C NER QpEETTML oo SHEEE i2 • •OPj DNA IN J.0J0F • • • •• • • • • • •• • • • •• • • • •• EXTERIOR OH NOTE: ••• •�• •• •• • • 1. CONFIGURATIONS SHOWN•F 1 ILLL TRATI� N � S RP01 S pNLY. •• • • • 2. FOR APPLICABLE NON R!INF 1RCE4 OR REIPIFOF�E1 DE�IGIf PF SVRE•E SSE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS• 15 THRU •23. • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. J' r1o. 7 az— !t STAOF '.WTI N��• �oFt1o@.•'l • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • •• •• f‘V 9 NO CHNNOE THIS SHEET NO CHANGE THIS SHEET 4) m 0 drawing no. W10-31 sheet 10 of 28 00 DOOR FRAME WIDTH 0 444, b I ak.& o- o- < 1 PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH 0 a QH Q O H O b 4 & o-o- PXXXXXXXXP (SHOWN DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON S EET 13 NOM PANEL WIDTH APPROVED CONFIGURATIONS POCKETED DOOR$ (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 0 a r- Y a EXTERIOR Q FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOM. PANEL WIDTH • NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 •• • • • • • i N e EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J • • • •• • • • • • • • • •• • • • •• NOTE: • ••• • • •• • • • 1. CONFIGURATIONS S•F4ON FIR ILLUSTFIKON OU 2. FOR APPLICABLE •4ONa REINNQRCED c4 f IN J 3. FOR ANCHOR DETAILS SEE %HEETS 15•THRU 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS • • . •• • • • • RpOSES QNLY: R( D UESSGS4• Rf♦ SLIRES SEE SHEET 13. P3. • • APPLICABLE PER FBC. • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• FitODUC f EEVIBFV 5 aenplying with the FWi4 1wsdinp Code Acceptance No ( BIZ/ Egdretiw D•M (tom (. DA ✓ Caabef MAR 0 5 2018 STATE OF ftoRtoR•�� t1ll I Itt1`` 'ad roLLU COMP-ANL\W10-31CGI 0 6 6 9 NO CHANGE THIS SHEET 0 6 c drawing no. W10-31 (sheet 11 of 28 0 0 DOOR FRAME WIDTH / H +D H 0 o- - co- PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY MI_ NOT PART OF THIS NOA 0 a DOOR FRAME WIDTH O w O o- 0 o- -0O 0 0 W 0— PXXXXXXXO (SHOWN) APPROVED CONFIGURATIONS POCKETED f)OORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. r— L 0 0a NOM. PANEL WIDTH FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 0 EXTERIOR 0 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 O OH EXTERIOR 0 90 CORNER DETAIL '0' ON SHEET 22 • • • • • • • • 135'..CORNER DETAIL 'P' ON SHEET 22 • • • • • PT1AL. N LIES OF J • • • • • • • • • •• • • • •• • • • •• NOTE: • •• • •• • •• • • • 1. CONFIGURATIONS SISOWN TOR ILLUDTRATIOT* PIIRRPOSES OTtY.: • • 2. FOR APPLICABLE NON RFiI•IT�yFORCEC6 OTj� RE�1F�2CED DirICN f: ENURES SEE SHEET 13. • • 3. FOR ANCHOR DETAILS SLt SHEETS 1,5 THRIS 23. • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • •RODUC f REVISED cwaplYiag with t4 SUED twtding esa. Acceptance No 17-!2!-''jam Expiration Date 7) 22{``2-O Wad Mar Pria••ot[ii,,,i MAR 0 5 201 4Voniia.0, �r\ITIN11110' 5 drowing no. W10-31 sheet 12 of 28 DESIGN LOAD CAPACITY - PSF (GLASS) GLASS TYPES GLASS TYPES 'A' A: 'Al' 'B' 8 'Be NOW D008 NUMBER OF INTERLOCKS INTERLOCKS PANEL 8I0D1 FRAME NEIGNT PANELS W/0 REINF. WITH REINF. WCKS 809F5 A+..'m EXT.(*) ANT.(-) EXT.(+) ANT.(-) 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 •36_1/8_ F 10 60.0 60.0 80.0 80.0 42-1/8 ! 8_� 10 60.0 60.0 80.0 80.0 48-1/8 10 60.0 60.0 80.0 80.0 54-1/6 9 53.3 53.3 71.1 71.1 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 36-1/8 10 60.0 60.0 80.0 80.0 42-1/8 84 10 60.0 60.0 80.0 80.0 48-1/8 10 60.0 60.0 60.0 80.0 54-1/8 9 53.3 53.3 71.1 71.1 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 36-1/8 90 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 60.0 48-1/8 9 60.0 60.0 80.0 80.0 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 36-1/8 96 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 48-1/8 9 60.0 60.0 80.0 80.0 GLASS TYPES 'A'• 'B'. Al'. 'Bl' INTERLOCKS WITH REINF. EXT.(+) INT.(-) 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 36-1/8 10 - - 60.0 60.0 42-1/8 102 10 - - 60.0 60.0 48-1/8 10 - - 60.0 60.0 54-1/8 9 - - 54.4 54.4 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 36-1/8 10 - - 60.0 60.0 42-1/8 108 10 - - 60.0 60.0 48-1/8 10 - - 60.0 60.0 53-1/8 9 - - 54.4 54.4 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 36-1/8 114 10 - - 60.0 60.0 42-1/8 10 - - 60.0 60.0 48-1/B 9 - - 60.0 60.0 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 36-1/8 120 10 - - 60.0 60.0 42-1/8 10 - - 60.0 60.0 48-1/B 9 - - 60.0 60.0 INTERLOCKS INTERLOCKS W/O REINF. WITH REINF. GLASS CAPACITY CHARTS NOM. PANEL WIDTH l NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. • • • ••• • • • • • • • • • RODUC F RF VESEp a4 �pi'Io6 with the P W handing Cad* AwePT+nce No) -/Z( • 2c. L*Pir8{M ow. y aro nwi1LY C•••V NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • 1. • • • • •• SILL RISER ITEMS E8 OR E8.1 ARE REQUIRtD FOR•LOADS ABOVE +60.0 PSF ONLY. • • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• •• • • `�i1111111111 ///// ' �.. VCENyF •'., 0592 2018 TATE of " 47. ''Ass!QN-AeL 04, ,`° SLIDING GLASS DOOR (L SERIES SENTINEL 150 0 M 3 Z FAX. (305) 593-6592 O U ii a 6 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0 0 drawing no. W10-31 sheet 13 of 28 EXTERIOR 3/16"'ANN. GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas OBy R Kuraray America, Inc.' .090" Interlayer Trosifol PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 36" EPDM DUROMETER 85t5 GLASS TYPE=A:— — — 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuraray Americo, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray Americo, Inc: 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS SETTING BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 36" EPDM DUROMETER 85t5 13/8" AIR SPACE 3/16" TEMP. GLASS EXTERIOR 3/8" AIR SPACE 3/16" TEMP. GLASS GLAZING OPTIONS EXTERIOR z 3/16" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas BR Kuraray America, Inc.' .090" Interlayer Trosifol PVB By 'Kuraray America, Inc: 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'OUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85±5 GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS 3/16" HEAT STREN'D 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 SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 4• • XL• SDK 9YACTgR •• • • ST. STATL SY ICARWNAS � • • OR • •• • •• •• I I.•DUF3 AL SY *UNSEX' • • •• • OR • • •11• lllm• SRFtFI•SPACI•BY 'MANE*• • • • SETTING BLOCKS AT 1/4 POINTS ALL SIZES • EPWI• • •DUROMETER 85 • • • • •_' • • • • • • • • • GLASS TYPE '�1,• �• ••• • • • •• •• 1" OVERALL INSUL. LAM. (*ASS • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •••• • • • •• •• • • • • MAR 05 •RODUC P REM. as co.PMsg witY 0a4 NSW hauling Code Acceptaace Ne_t2:12.1. Eapiratirao Date 4 /22 I , _ 11. (sL, ra0ua Cotlw{ COMP-ANL\W10-31CGI) FAX. (305) 593-6592 0 a b 0 0 5 N0 CHANGE THIS SHEET NO CHANGE THIS SHEET a 0 drawing no. W10-31 sheet 14 of 28) 3 KSI CONCRETE EDGE .IS . TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE &.INTERLOCK ENDS .SEE CHAt RT • . FOR QE AF�Tf .0 -r . I_I );C`-nufl fv � V ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2BY WOOD BUCKS f SEE NOTE SHEET 1 m DESIGN LOAD CAPACITY - PSF (ANCHORS) HEAD ANCHORS SILL ANCHORS (TYPE A, E & C) TYPE H2 CWSTEP AT CLUSTER AT STD:/INTERLOCK ENDS STLE/IRIERLOCK ENOS 4 6 8 4 8 8 PANEL WIDTH FRAMED HEIGHT EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) INCHES INCHE6 INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) 24-1/8 80.0 - - 80.0 - - 30-1/8 80.0 - - 80.0 - - 36-1/8 80.0 - - 76.2 80.0 - 42-1/8 82 72.4 80.0 - 68.7 80.0 - 48-1/8 86.8 80.0 - 63.4 80.0 - 54-1/8 62.8 71.1 - 59.5 71.1 71.1 24-1/8 80.0 - - 80.0 - - 30-1/8 80.0 - - 80.0 - - 36-1/8 75.5 80.0 - 71.6 80.0 - 42-1/8 84 67.8 80.0 - 64.3 80.0 - 48-1/8 62.3 80.0 - 59.1 80.0 80.0 54-1/8 58.4 71.1 71.1 55.3 71.1 71.1 24-I/8 80.0 -- 30-1/8 79.7 80.0 - 75.6 80.0 - 36-1/8 69.2 80.0 - 65.6 80.0 - 42-1/8 90 61.9 80.0 - 58.7 80.0 80.0 48-1/8 56.7 80.0 80.0 53.7 80.0 80.0 24-1/8 80.0 - - 80.0 - - 30-1/8 73.8 80.0 - 69.9 80.0 - 36-1/8 63.9 80.0 - 60.8 80.0 - 42-1/8 96 57.0 80.0 80.0 54.0 80.0 80.0 48-1/8 51.9 77.9 80.0 49.3 73.9 80.0 24-1/8- 30-1/8 60.0 -36-1/8 59.3 59.3 60.0 e0.0 56.2 60.0 60.0 42-1/8 102 52.7 80.0 60.0 50.0 60.0 60.0 48-1/8 47.9 60.0 60.0 45.5 60.0 80.0 54-1/8 44.3 54.4 54.4 42.0 54.4 54.4 24-1/8 80.0 - - 60.0 - - 30-1/8 80.0 - - 80.0 - - 36-1/8 55.3 60.0 60.0 52.5 60.0 60.0 42-1/8 108 49.1 60.0 60.0 46.6 60.0 60.0 48-1/8 44.5 60.0 60.0 42.2 60.0 60.0 53-1/8 41.8 54.4 54.4 39.4 54.4 54.4 24-1/8 60.0 - - 60.0 - - 30-1/8 60.0 - - 57.2 60.0 80.0 36-1/8 114 51.9 80.0 60.0 49.2 60.0 80.0 42-1/8 45.9 60.0 60.0 43.6 60.0 80.0 48-1/8 41.5 60.0 60.0 39.4 59.1 60.0 24-1/8 60.0 - - 60.0 - - 30-1/8 56.9 60.0 60.0 54.0 80.0 60.0 38-1/8 120 48.8 60.0 60.0 46.3 60.0 60.0 42-1/8 43.1 60.0 60.0 40.9 60.0 60.0 48-1/8 38.9 58.4 60.0 36.9 55.4 60.0 UMIT EXT.(+) LOADS TO LIMIT EXT.(+) LOADS TO UNIT EXT.(+) LOADS TO O a / TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE 3 KSI & NTERLOCK ENDS SEE CHART CONCRET FOR QUANTITIES 1EDG DIST. 3 5/_" �Il�lly )11311.....11111111 * f---t)rIJ----1■I - iri 'ANCHOR TYPE A THRU,1BY WOOD BUCKS INTO 3 KS( CONCRETE 1BY WOOD BUCKS SEE NOTE SHEET 1 m4 TYPICAL ANCHORS: SEE ELEV. FOR SPACING -AT HEAD PT1PE 'A'- 1/4" X 3-1/4" ULTRACON BY 'El CO' (Fu=177 KS', Fy-155 KSI THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE THRU 2BY BUCKS INTO CONCRETE 1/2" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" X 3-1/4" ULTRACON BY 'EJ CO' (Fu=177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED TYPE 'C'- 1/4" DIA. SFI F DRR I ING SCREWS (GRADE 5 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 WITH ALUMINUM TO BE PLATED OR PANTED) TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES EDGE' dIST oilumssarreaumi 3 KSI CONCRETE ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE mi N 0S \ S WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. L AT SILL - - - - rPE '82'- 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSO DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE NOTE: ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS CHARTS ON SHEET 13 LOWER APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE FOLLOWING SHEETS FOR DETAILS. 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. de NO�IETAW NON-SHRI • f c �. 5000 P m1 NOT BY .I. MUST TRANSFER SHEAR LOADS TO STRUCTURE ANCHOR TYPE B DIRECTLY INTO 3 KSI • • • • •'r ••�•• Imo•, • JallIMMII M. i winsmil • • PO 0 & HAR ED • • • •HICH� 'EN H • • SSSTTT • • I I II TYPE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES I EDGE 3 5/8" 711-- I6 ry vl. METAL STRUCTURES SEE SPEC BELOW ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MULUONS 0 INSTALLATION CONDITIONS SHOWN APPLY TO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH STD. FRAME HEAD AND SILL. -AT JAMBS- - - TYPE 'A'- 1/4" DIA. Ul TRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I I TYPE 1/4" DIA. SFI F DRII 1 ING SCREWS (GRADE 5 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 WITH ALUMINUM TO BE PLATED OR PAINTED) CONCRETE • ANCHOR FJ)GE DISTANC,FS INTO CONCRETE OR MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4' MIN. •RODUC f REVIRF4 WOOD AT HEAD OR JAMBS SG - 0.55 MIN. eY•P1Yfe8 Mth tic Fic idt boding Code CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. Auecpteett N. FILLED BLOCK AT JAMBS f'rn - 2000 PSI MIN. .1Z_LZ11 C-90 HOLLOW / EApir.f7/2o SILL RISERS SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS b• 1 4.� AND SHEET 13 FOR CAPACITY Wald Howie . P C9.1161 I SLIDING GLASS DOOR (LM.I.) • • • •1 PICAL•ANCHORS R CRJSTERS • • A* MTS. STILE • �c (NTE:LOQ( ENDS • SEE CHART FOR QUANTITIES ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE 1111111i,MM'' .10EN3a •'•. t 2018_ • ATE OF • �� ; % ANAL F. (305) 593-6592 `o a 8 0 4 o � E � 8 JO 0 drawing no. W10-31 sheet 15 of 28 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • - • • • • • • • •• •• 3 KSI CONCRETE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE &.INTERLOCK ENDS EDGE Lst° 1 SEE CHART III FOR OVAPTTJTIBS .II i�llr �11 !�! 11� )10n-umi ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2BY WOOD BUCKS SEE NOTE SHEET 1 DESIGN LOAD CAPACITY - PSF (ANCHORS) HEAD ANCHORS SILL ANCHORS (TYPE A, B & C) (TYPE B2) CLUSTER AT CLUSTER AT SRLEANTERLOCK DOS SOLE/INTERLOCK ENDS OR 4 6 8 4 8 8 PANE. WIDTH FRAMED HOOP 007.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) Wc11T5 WOKS TNT.(-) TNT.(-) TNT.(-) TNT.(-) TNT.(-) TNT.(-) 24-1/8 80.0 - - 80.0 - - 30-1/8 80.0 - - 80.0 - - 36-1/8 80.0 - - 76.2 80.0 - 42-1/8 B2 72.4 80.0 - 68.7 80.0 - 48-1/8 86.8 60.0 - 63.4 80.0 - 54-1/8 62.8 80.0 - 59.5 80.0 80.0 24-1/8- 30-1/8 80.0 - - 80.0 - - 36-1/8 75.5 80.0 - 71.6 BO.O - 42-1/8 84 67.8 80.0 - 64.3 80.0 - 48-1/8 62.3 80.0 - 59.1 80.0 80.0 54-1/8 58.4 80.0 80.0 55.3 80.0 80.0 24-1/8 80.0 - - 60.0 - - 30-1/8 79.7 80.0 - 75.6 80.0 - 36-1/8 69.2 80.0 - 65.6 80.0 - 42-1/8 90 61.9 80.0 - 58.7 80.0 80.0 48-1/8 56.7 80.0 80.0 53.7 80.0 80.0 54-1/8 52.8 79.2 80.0 50.1 75.1 80.0 24-1/8. 80.0 - - 80.0 - - 30-1 /8 73.8 80.0 - 69.9 80.0 - 38-1/8 63.9 80.0 - 60.8 80.0 - 42-1/8 96 57.0 80.0 80.0 54.0 60.0 80.0 48-1/8 51.9 77.9 80.0 49.3 73.9 80.0 54-1/8 48.2 72.3 80.0 45.7 68.6 80.0 24-1/8 60.0 - - 60.0 - - 30-1/8 60.0 - - 60.0 - - 36-1/8 59.3 60.0 60.0 56.2 60.0 60.0 42-1/8 102 52.7 60.0 60.0 50.0 60.0 60.0 48-1/6 47.9 60.0 60.0 45.5 60.0 80.0 54-1/8 44.3 60.0 60.0 42.0 60.0 60.0 24-1/8 60.0 - - 60.0 - - 30-1/8 80.0 - - 80.0 - - 36-1/8 55.3 60.0 60.0 52.5 60.0 60.0 42-1/8 108 49.1 60.0 80.0 46.6 60.0 80.0 48-1/8 44.5 60.0 60.0 42.2 60.0 60.0 53-1/8 41.6 60.0 60.0 39.4 59.1 60.0 24-1/8 60.0 - - 60.0 - - 30-1/8 60.0 - - 57.2 60.0 60.0 36-1/8 114 51.9 60.0 60.0 49.2 60.0 60.0 42-1/8 45.9 60.0 60.0 43.6 60.0 60.0 48-1/8 41.5 60.0 60.0 39.4 59.1 60.0 24-1/8 60.0 - - 60.0 - - 30-1/8 56.9 80.0 80.0 54.0 60.0 60.0 36-1/8 120 48.8 60.0 60.0 46.3 80.0 60.0 42-1/8 43.1 60.0 60.0 40.9 60.0 60.0 48-1/8 38.9 58.4 60.0 36.9 55.4 80.0 L TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE 3 KSI & INTERLOCK ENDS SEE CHART CONCRETE FOR QUANTITIES EDG DIST,.11 1 • 3 11111Il11111"lly f-filllr--j■��i1,111-1 rYl ANCHOR TYPE A THRU 1BY WOOD BUCKS INTO 3 KSI CONCRETE 1BY WOOD BUCKS SEE NOTE SHEET 1 10S ' N - TYPICAL ANCHORS: SEE ELEV. FOR SPACING -AT HEAD- TYPE 'A'- 1/4 X 3-1/4" ULTRACON BY 'FLCO' (Fu=177 K51, Fy_155 K51) THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE THRU 2BY BUCKS INTO CONCRETE 1/2" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" X 3-1/4" UITRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED TYPE 'C'- 1/4" DIA SFI F DRII IING SCRFWS (GRADE 5 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 WITH ALUMINUM TO BE PLATED OR PLANTED) TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES a.'3 5/8" 3 KSI CONCRETE ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE - WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. -AT SILL TYPE 'B2'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 K51, Fy=155 K51) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE NOTE: ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS CHARTS ON SHEET 13 LOWER APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE FOLLOWING SHEETS FOR DETAILS. UMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/0 REINFORCING ALL SIZES UMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. UMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MULLIONS METAL STRUCTURES SEE SPEC BELOW INSTALLATION CONDITIONS SHOWN APPLY TO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH STD. FRAME HEAD AND SILL. - - AT JAMBS- • - - 1 /4" DIA. ULTRACON BY 'El CO' (Fu-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/4" DIA. SELF DRILLING SCREW$ (GRADE 5 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 WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGF DISTANCFS INTO CONCRETE OR MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD 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 f'm = 2000 PSI MIN. ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE •• ••• • • • • ITPE I II TYPE B - I I I I • • � zr ®® dais"�' it Pet • ED HARDENEQ NO-MET7LL /N01 •HTG1 STRE SHRI •f c = S�III PSI MI8' T BY C.G.I. • MUST TRANSFER SHEAR LOADS TO STRUCTURE • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • SILL RISERS WR.ODUC f REVUE /SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS 1p c9mpWtBg wit!. till Naas AND SHEET 13 FOR CAPACITY bulling Cod. Acceptance No 11 -1 1 a' 20 t.:.pirwiu9 D9tc ,,k2: %1a' / MI m' 1b4Yt Wading Glibei 4¢4 10 2 \19 ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE E - TePI•C.� JS S • C S S MT S 6jL0 E S • SE T FOR OU ITIES • • • • • • • • • • • • • • • • •• •• _lib-14 �. 11 MAR 052018 00111111 /lyyy .. "'VVVVVV _ I I14o. 7)592 -eV ;,13 1/ SA;E OF tSs NAL yy 111111111111 IIL U 3 •FA%. (305) 593-6592 0 U v 2 UPDATED TO 2017 FBC 5 0 3 2 N0 CHANGE THIS SHEET C 0 0 0 drawing no. W10-31 sheet 15 of 28) EDGE DIST. SEE SHEET 15 FOR ANCHORS 3 5/8" �, II —II Cps 11.1 ritt 2 r EDGE DIST EDGE SEE SHEET 15 FOR ANCHORS EDGE DIST POURED & HARDENED HIGH STRENGTH GROUT NON —SHRINK, NON—METALLIC re z 5000 PSI MIN. NOT 8Y CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE • EDGE 'DIST. 3 5/8" • • 3 KSI CONC. • •- • •-- EDGE DIST •• 3 5/8" • THREE (3) TRACK DOOR DETAILS •a 4: EDGE DI�.� . • 3 5/8� ••!" 1 j: Sl CONC. •::::• •: •• • • • • ••• • • • • ••• • • • • • - • • • ••• • • • • • • • - • •• •• • • • ••• • • • • • • • •• • WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS SILL RISER REQD. FOR LOADS ABOVE +60 PSF DECORATIVE SILL COVER OPTIONAL wRVDUC f REVISED u ounpbing with he PIetY- Iwtdins Cede Acceptance No 17-(2(k. Expiration Date .. SILL RISER REOD. FOR LOADS ABOVE +60 PSF 11SI. r' !halt MAR 0 5 2018 1111 11111 /J : `‘ JP.D /tq ATF OF • t'•• aR19l;.. • �'• /OWL ECG \111111I\�\ 0 38 NO CHANGE THIS SHEET NO CHANGE THIS SHEET COMP-ANL\W10-31CGI FAX. (305) 593-6592 J. 0 0 72 c drawing no. W10-31 sheet 16 of 28 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIM PANEL WIDTH D.L.O. Or� EXTERIOR 1 OCK STII F 10 E4 INTERLOCK (REINFORCED) REINF. AS REOD. SEE CHART ON SHEET 13 FOR CAPACITY D.L. OPG. NOM. PANEL WIDTH O �-r INTERLOCK DOOR FRAME WIDTH (REINFORCED) n O ASTRAGAL 1X6 OR LARGER WOOD BUCKS 1/2" MAX. LOAD BEARING SHIM TYPICAL ANCH t RS SEE EL FOR SPACI PANEL WIDTH DOOR FRAME WIDTH 2X6 OR LARGER WOOD BUCK OR WOOD STRUCTURE • • • 000 • •• • • • • •• •• • • • • • ••• •• • • �•o • • • ••• • • • • • • ••• • • • • • THREE (3) TRACK DOOR DETAILS O 1/2" MAX. LOAD BEARING SHIM DOOR FRAME WIDTH z 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• •• • • • •• ••• •• • • • • • • •00)OR F I4ME DTI • #10 X 1-1/4" SS PH SMS 1 PER CLIP 3 PER PANEL AT 18" FROM EACH END AND AT MIDSPAN #8 X 3/4" SS FH SMS 1 PER CLIP ••• • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • •• •• • • 000 • • 1/4" MAX. LOAD BEARING SHIM •RODUC f REVI/e r complying wit► tilt llttfl• Nwd1ng Cock Acceptance N• 17 - (Z( Eapire0m• Date Mad R.alr rodtut Ci•r•i METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING FIXED PANEL EXT MAR 052018 0 �1111111 lrrrr �si EOf rrMAl1111 "f^ reimu CC 1,1 O 0 8 4 u 38 i X i 8 0 drawing no. W10-31 (sheet 17 of 28 SEE SHEET 15 FOR ANCHORS EDGE DIST 3/4" ALI 3 KSI CONC. 'I !1 414 an O EXTERIOR SIR SEE SHEET zq EDGE DIST. m= • sN " o POURED & HARDENED HIGH STRENGTH GROUT NON —SHRINK, NON—METALLIC fc = 5000 PSI MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE z 0 2 3 KSI CONC. EDGE DIST. 13/4- SEE SHEET 15 FOR ANCHORS 15 FOR ANCHORS A 1 3/4" EXTERIOR 3 KSI CONC. EDGE DIST ii PANEL HEIGHT SILL REDD ABOV ISER FOR LOADS +60 PSF • • • WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL SILL RISER OPTIONAL FOR LOADS BOVE +60 PSF �11 • • • ►o • • • • • • • • • • • • • • • Il •` • • _•. •• • . 3 K;I CONC. • • • • •• • • • I. • • • • • • • • • 1 • • SW., SHEET r5•FER !%HERS • • •• • • • TWO-(2) TRACK DOOR-DETAILSA MAR 052018 W6ODUC1' t ▪ ▪ r••g C86 Aacepesace E�apifatJor B Combo/ `11�tlll lllll��/yy�-��i • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• OF •ft RI0P •' \nnn11y1 0 U G 15 2 NO CHANGE THIS SHEET a v drawing no. W10-31 sheet 18 of 28 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /2" MAX. LOAD BEARING SHI PANEL WIDTH #10 X 1-1/4" SS PH SMS 1 PER CLIP D.L.O. #8 X 3/4" SS FH SMS 1 PER CLIP PANEL WIDTH D.L.O II L T 0 FIXED PANFI D.L.O NOM. PANEL WIDTH INTERLOCK (REINFORCED) EXTERIOR DOOR FRAME WIDTH ASTRAGAL 1BY WOOD BUCKS SEE NOTE SHEET 1 1/2' MAX LOAD BEARING SHIM TYPICAL ANC SEE E FOR SPACI 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 PANEL WIDTH DOOR FRAME WIDTH EXT. L1 ES 6 U p z N O tr< 1/2" MAX. LOAD BEARING SHIM BIM 1.1111111 II .�-`'liasalllt� �. 01116 WI IP IA • MN EXTERIOR • • DOOR FRAME WIDTH •• TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • #10 X 1-1/4" SS PH SMS 1 PER CLIP 3 PER PANEL AT 18" FROM EACH END AND AT MIDSPAN #8 X 3/4' SS FH SMS 1 PER CUP • • • • • • • • • • • • • • • ••• • 000 •• ••• ••••PIfED PANFI • • • •• • • • • •• • � ••• ••• • • • • • • • • ••• • • •• • • •• • • • •• • • •• •• • • • TWO (2) TRACK DOOR DETAILS •• • • • • • • • • • • • •• ••••• • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • . •• •• • • • • • • • MAR 0 5 2018 •RODUC r REVS trmCln • 04 t4 Pied& E ode •Accepts No j7•-(2f �,. ptlr+ti+re Datecmate- 7i2 a(s� woe w,r. "wax cwveL METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING OF R1oR•�G��" nt ,j drawing no. W10-31 sheet 19 of 28 CD w 0 0 EDGE DIST. SEE SHEET 15 FOR ANCHORS 3 5/8' EDGE EDGE DIST. 9A 5/18 POURED & HARDENED HIGH STRENGTH GROUT NON —SHRINK, NON—METALLIC fc = 5000 PSI MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE EDGE DIST. SEE SHEET 15 FOR ANCHORS 0 O 3 5/8' • • • •• EDGE A 3 5/8" II 0 I Mil 1> NNMI lb .,..,..,_-_-.---D,tri It i fLui Lk DIST REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. WEEP SIZE 1/4" X 1/8" it I I it ICI OPTIONAL SLANT SILL ADAPTORS J 'I DEC RATIVE I, Y SILLO COVER OPTIONAL PRODUCT iapdinng cccWrnm wirWna to 074 �sl lit �� N�1 ° o [I !1 1 3 Kil CONC•. • •• • .L' • • •• _ • BHGE DISA •"'1 � IN • • • •• • • • • • • • • • • • • • • MEP ti 17—t 2 SILL RISER REOD. FOR LOADS ABOVE +60 PSF • 3 KSI CONC. MAR p 5 2Q1 FOUR (4) TRACK DOOR DETAILS • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • SILL RISER REOD. FOR LOADS ABOVE +60 PSF COMP-ANL\W10-31CG1 S Ed o_ U v 8 8 8 38 8 drawing no. W10-31 sheet 20 of 28 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX PANEL WIDTH EXTERIOR DOOR FRAME WIDTH 1X8 OR LARGER W000 BUCKS 1 /2" MAX. LOAD BEARING SHIM TYPICAL ANCH SEE E FOR SPACI '1114 2%8 OR LARGER WOOD BUCK OR WOOD STRUCTURE EXTERIOR L2 1/2" MAX. LOAD BEARING SHIM _� II mmmu! 1.�• •• DOOR FRAME WIDTH • • • • • • • • • • 1/4" MAX. LOAD BEARING SHIM #10 X 1-1/4" SS PH SMS 1 PER CUP 3 PER PANEL AT 18" FROM EACH END AND AT MIDSPAN 1/4" MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING #8 X 3/4" SS FH SMS LOAD BEARING 1 PER CUP SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING "ROuuc F RE cd60 11tan Neel • •• 4re • •• •q ( • WA/ roduet • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • FOUR (4) TRACK DOOR DETAILS 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • EXTERIOR DOOR FRAME WIDTH MAR 052078 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0 a a 0 2 co ssi d f FAX. (305) 593-6592 0 U pi 0 NO CHANGE THIS SHEET REV. PER RER CONNEN(S drawing no. W10-31 sheet 21 of 28 0 5 (6) ANCHORS (8) ANCHORS DETAILS APPUCABLE FOR OUTSIDE CORNERS ONLY ALL DOORS WITH CORNER CONFIGURATIONS ARE UMITED TO ±60.0 PSF O90' CORNER #10-24 X 1/2" FH THREAD CUTTING SCREWS AT 6" FROM ENDS & 12" 0.C. DOOR FRAME WIDTH #10-16 X 1/2" HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" 0.C. TWO (2) TRACK THREE (3) TRACK FOUR (4) TRACK O135' CORNER #10-24 X 1/2" FH THREAD CUTTING SCREWS AT 6" FROM ENDS & 12" 0.C. MITERED WELDED JOINTS AT HEAD/SILL •• EXTERIOR PANEL WIDTH DOOR FRAME WIDTH • • • •• • • •�— • • • • 9i • • • • • • • •• • • l• • • • • S • • • • • • • • • v • T. • • • • •• . 3" • • • • • • • • • • •• • • • • • • • • TWO (2 TRACK THREE Z3) TRACK • FOUR (4• ) TRACK • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • (4) ANCHORS #10-16 X 1/2" HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" 0.C. MITERED WELDED JOINTS AT HEAD/SILL NbODUC C QEVIYBP n ca.*he Met the Fi da balding Cede Aereptaare No ( 7- 12(5'• 20 C1p(ndMa date q _ 1.0 • 14are dr rod. Cea.a{ TATE '•.tZ0R1 S/0NA4 folesu COMP-ANL\W10-31CGI 2 H 2 5 2 (305) 593-6592 0 8 6 NO CHANGE THIS SHEET 0 a v 2 drawing no. W10-31 (sheet 22Of 28 TYPICAL PAD PILE INSTALATION LOCATION TYPICAL AT PANEL 4 CORNERS EXTERIOR DOOR FRAME WIDTH NOM. PANEL WIDTH EXTERIOR MOUNTED POCKETED JAMB 1-1/6" MIN. EDGE DIST. TYPICAL ANCHORS TYPE A. B 0R C AT 6" FROM ENDS AND 9" 0.C. INTO WOOD/CONC./METAL 6" 0.C. INTO BLOCK ONLY 1-1/2" MIN. WOOD EMBED 1-1/4" MIN. BLOCK EMBED 1-3/4" MIN. CONC. EMBED 1/8" MIN. METAL THICKNESS CONC. , BLOCK WOOD ETAL POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ • • • • •• • • • •• • ••• •• • • • • • • • • • • • • • • • •• • • • • • • •• • • • •• •• • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • MAR 0 5 2018 MtODUC f REyNAy .e wrplyf.s with the F1w Faddish Q.& Acleptaece No Eapin,tloe Date_� - 4 tC Ifi.tW Ib.ty ro0ua C.•Naf 0,0111111,,, )�JP aeNSE''"°O IAzo 4.•, iOF os two raII,u 3 FAX. (305) 593-6592 c0 a a 8 G 8 8 NO CHANCE THIS SHEET 0 c 8 Moa drawing no. W10-31 (sheet 23 of 28 CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM BOTTOM SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) #SM5M300WH) ZINC HANDLEPESET (PART###SGD-507)(PART (PART ZINC KEEPER (PART S-50#SGD-507N) AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264-8100 FAX. (305) 262-6978 COMP-ANL\W10-31CGI) E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - E3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 COI EXTRUDER - E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CGI-156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - E8 CGI-157 SILL RISER 6063-T6 CGI EXTRUDER - E8.1 C0I-181 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8") 6063-T6 CGI EXTRUDER - Ell CGI-182 . FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - El CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - El CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - El CGI-168 OUTER TRACK ASTRAGAL 6063-T6 COI EXTRUDER - El 5 -170 POCKET HOOK 6063-T6 CGI E16 C01-121 7/16 GLASS GLAZING BEAD 6063-T5 CGI E RUDER _UDER_ El CGI-123 1" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - DOUBLE LOCKS: E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - READ. AT 90' AND 735' CORNER PANELS ONLY SERIES SENTINEL 150 ALUM SLIDING GLASS DOOR (LM.I)1 CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 El9 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - BOTTOM E21 CGI-156A 70P & BOTTOM HORIZ (OPTIONAL) 6063-T6 COI EXTRUDER - SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - SECURED WITH (2) 10-24 X 1/2 FH SCREWS COTTOM LOCK ACTIVATES TOP LOCK E23 CGI-168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - WITH A MECHANICALLY ATTACHED (PART BAR (PART #HD-3310142) E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063-T6 " CGI EXTRUDER - ZINC HANDLE SET E25 CGI-184 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - SECURED WITH (2) 6-32 X 1-1/2" OH MS E26 COI-187 2. 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - STEEL KEEPER (PART #HD-3310143) E27 CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-r5 CGI EXTRUDER - SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS E28 COI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - E31 CGI-1057 FEMALE CORNER ADAPTOR (90') 6063-T6 CGI EXTRUDER - E32 CGI-1058 FEMALE CORNER ADAPTOR (135') 6063-T6 COI EXTRUDER - E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - M1 CGI-382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - - M2 CGI-171C FIXED PANEL CLIP (2-1/2" LONG) 6063-T5 - 3 0 FIXED PANEL c NO CHANGE THIS SHEET NO CHANCE THIS SHEET REV. PER RER COMMENTS M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL e'RODUCf MEYOii M10 CGI-176 FRAME HEAD ANTILIFT &PAD PILE WOOL/NYLON SULUVAN1 PER INTERLOCK/ASTR. °e�Wln••w114 Ut Fkeli• is19dioi M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EOUIV. - Qade Aceepheee No 174ZTg•2o z M12 - BOTTOM RAIL STIFFENER, 1" LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL Expintiw Date ql 1 3,5_I •� o E M13 TA-5I-PRS-150-C255 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL `C �_ a M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL Me. e' !6d P Compel 0 M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 4' M14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A >. M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 #10X3/4" PH a M15A SGD-507N KEEPER ZINC INTERLOCKS IN•T.•W/ugsDX3y4" •H • • • • • MAR 0 5 2018 M16 SGD-503 RECESSED ADAPTOR ZINC SULLNAN JIST. W/ 2 # 3X37 FH : • • • •`o • • • • > o - o M16A PS01-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INIF W/ 2•OX304" •H d• c z z o • • • • b • • • • • • v M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS - • • •• •• , M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - ••• o - M19 SCS2000 SILPRUF SEALANT SILICONE GE - \\\I\II11IIIIIIt' `�P,p..,Ak//�7, ,4 0 M20 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULUVAN OR EQUIV. 4 PER PANEL ' 3C6 L4, •' 8 n M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. • 1 PER IOZRLOCK/AS*7tAL • • • 7-_ o M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EOU • • • • d • • • • • {7 : !, / : _ ii °u M23 HD-12-10042 .350" REACH POCKET SEAL - AMESBURY • • • • • • • • • • _ • - i 52 - #10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - •- •• - • • • • • 2 OR PER CORNETT • • • • •• • • • A 4 2 drawing no. �RI Ft,'' \� ss 'tO•�A �' W10-31 III I I11 111 sheet 24 of 28) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • .860 I I� .847 4.735 L -.070 -- 1250 E3 FRAME HEAD (2 TRACK) .075 .070 .640 4.735-I Et FRAME SILL (2 TRACK) 2.600 5.921 n070JUL 47 d 1 47 , 0 - FRAME HEAD (3 TRACK) 0 FRAME SILL (3 TRACK) 1.250 OUTER TRACK ASTRAGAL STILE 3.750 2.755 .125 1.610 E9 INTERIOR TRACK ASTRAGAL STILE E0 TOP/BOTTOM HORIZ 3.000 .070 995 4.250 1.490 1.415 2.005 E6 MAIN STILE E5 INTERIOR INTERLOCK r.675 .995 tl-4-.050 .975 1.184 F�- GLAZING BEAD LAM. GLASS 1.5081 .725^ .065 .664 P .125 0 FIX. PANEL CLIP • • • • E4 EXTERIOR INTERLOCK o- 1.825 .125 0 •• •• • .125 • 1.31!•• • • • • • •• • • INTERLOCK REINFORCING SILL RISER (OPTIONAL) 0 POCKET HOOK • • • • • • • • • • • • • • 3.510 1.600 1.870 �{r.12o 7-II .995 .050I .975 1.184 GLAZING BEAD INSUL LAM. GLASS 0 EXTERIOR INTERLOCK (OPTIONAL) 0 INTERIOR TRACK ASTRAGAL (OPTIONAL) •• • • - P005 - • • • A V.-a...-� • • • A'.sd iML PnJ•et • 0 5 7mu • • • • OUTER TRACK ASTRAGAL (OPTIONAL) 4.250 TOP/BOTTOM HORIZ (OPTIONAL) 3.000 070 1.490 1.415 2.005 MAIN STILE (OPTIONAL) 0 INTERIOR INTERLOCK (OPTIONAL) .625 SILL RISER (OPTIONAL) • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 24 - f-.625 SILL COVER(OPTIONAL) R.TODUC E REWIND eonFIYi4Lwith UmRada fu dins Code A,crptaece Not 0. Z/ •la tapiredw Date COMP-ANL\W10-31CGI SERIES SENTINEL 150 ALUM SLIDING GLASS U c 0 Ora O cc c Ln C O i n 0 (on- Ls O D 0 • C Z O n 05 0o 0 <_ FAX. (305) 593-6592 O 0 n b NO CHANCE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET n 42. 0 drawing no. W10-31 sheet 25 of 28 FEMALE CORNER ADAPTOR (90') FEMALE CORNER ADAPTOR (135') MALE CORNER ADAPTOR -�{ 1375 r_ 4.765 .065 1.650 d .080 1.621 —I L-.625 E2 FRAME JAMB (2 TRACK) 510 .060 .260 -1-1I I- -.640 • FRAME HEAD COVER Ij^ 640 .344 .060 ® FRAME SILL COVER —1 1.375 r 1.620 5.951 .080-4j- 1.620 .065 .545 9 .090-. 1—II 1.620 .625 0 FRAME JAMB (3 TRACK) • FRAME JAMB COVER o—.725 .125 1.508 .065 .664—I 1.— CD FIXED PANEL CLIP •• • • • • • • • • •. • • • • • • • • • •• • • • •• • • • •• • .•. .• • • • •• . • • • •• • •• • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• • • • • • • • • • •00DUC od.f 4E V� r O°•AtQ5't�t with the nmai k dint EAaaccM,pt9.ae.DNL%t 2y�-�O. M.. ' 41Product Cot MAR 0 5 2018 COMP -ANL\W1O-31 CGr1 8 Ez (1 c I p w 0 H r• ,s4 o an o • • 3 cZ�N 3 0 . offs C'Jp < U— v 0 A 6 NO CHANGE THIS SHEET 30 s drawing no. W10-31 sheet 26 of 26 7.750 d b .925 1 1 FRAME HEAD (4 TRACK) .857 .25IAAI � 0 .080 2.600 75L 4J i V .0V 7.730 0 FRAME SILL (4 TRACK) 1.375 7.750 .080 .095 T 1.620 1.620 pd 1.620 1.620 �i k .625 FRAME JAMB 4 TRACK) 41 FRAME TOP CORNER 4 TRACK SHOWN • • • a • FRAME BOTTOM CORNER 4 TRACK SHOWN • • •• • • • • • • • • • • • s • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • * • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 'RODUC C REVISED cceh•idln WC6Y with the Maids6 •d• A•eeph•ce No 17-12(� H`p •+ I to a'TT r Ayb rodwt •wl MAR 052018 �� JctEKBF ••. ,! $T OF Ott IIIIIItt11\ • j&z/ .(al U FAX. (305) 593-6592 0 5 0 5 5 NO CHANGE THIS SHEET NO CHANGE THIS SHEET .n 0 0 dote: 05-20—ID 1 drowing no. W10-31 sheet 27 of 28 A FRAME TOP CORNER 3 TRACK SHOWN FRAME BOTTOM CORNER 3 TRACK SHOWN 52 52 1I �1 FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER • • • 2 TRACK SHIN � • • • • _,.�d REVIHa� •• •k'� 'W�t�e hlwi4 Aecepta�ce NO ( . j • "'7 O Rgieftlw lMte -gyp 9� 2r • • • ••. ( 4F�..— •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PANEL TOP/BOTTOM CORNER MITERED BEAD CORNER (TYPICAL) PANEL TOP/BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) 52 Z �m 2 FW Qa 4, cc 23,24 a Wg o$,m 0 ;:ir CfRaciRio o o A E Q ZW?LL M �y_g Lama' Q wom,f SERIES SENTINEL 150 ALUM SLIDING GLASS DOOR (LM.I.)) FAX. (305) 593-6592 c 0 0 8 D drawing no. W10-31 (sheet 28 of 28)