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WS-18-3493Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 279 NW 111TH TER, Miami Shores, FL 33168 Contacts Permit NO.: WS .11 -18-3493 ,� Permit Type: Windows/Shutters dlog k G'Iassificatian: Window/Door Replacement Permit Status: Approved issue Date:12/04/2018 I Expiration: 06/03/2019 Parcel Number 1121360010370 HECTOR VALDES 9120 NE 8TH AVE.3G, MIAMI SHORES, FL 33138 Owner Description: REPLACING 11 WINDOWS & 3 DOORS TO IMPACT. Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee Total: $50.00 $12.00 $3.60 $2.40 $4.00 $15.00 $6.00 $190.00 $283.00 PRESTIGE WINDOWS & DOORS CRISTINA SCAVUZZO 5500 NW 161 St, Miami Gardens, FL 33014 Business: 3058205999 Contractor Valuation: $ 19,485.00 Total Sq Feet: 0.00 Inspection Requests: 805-762-4949 Payments Total Fees Check # 5463 Amount Due: Date Paid 12/04/2018 Amt Paid $283.00 $283.00 $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications-wbmitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent,)servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIM 1 NOOL work. / OWNERS AFFIDAVIT: I certify that all the foregoing information is .• rat d t-at - I or II be •.ne in compliance with all applicabl laws regulating construction and zoning. Futhermore, I authorize the abov a ed contract • /6( OA Authorized Signature: Owner / Applicant / Contractor Agent Date December 04, 2018 Page 2 of 2 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-002292-2018 Permit Number: WS-11-18-3493 Scheduled Inspection Date: December 12, 2018 Inspector: Naranjo, Ismael Owner: HECTOR VALDES Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement Address: 279 NW 111TH TER Project: Miami Shores, FL 33168 Contractor: PRESTIGE WINDOWS & DOORS CRISTINA SCAVUZZO Phone Number. Parcel Number: 1121360010370 Phone Number: 3058205999 Building Department Comments REPLACING 11 WINDOWS & 3 DOORS TO IMPACT. Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 11, 2018 For Inspections please call: 305-762-4949 Page 37 of 39 DESIGNER: rchitect/Engineer: i ` 1 3c Address: 60 6-, i 104-11 veisuite105 Value of Work for this Permit: $ 4�, _/ g- Type of Work: ❑ Addition Description of Work: JOB ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING El PLUMBING MECHANICAL ❑PUBLIC WORKS 0219 N'Lv 1.�1 T FBC20 ir Master Permit No. V J C 1 v J -_ 13 Sub Permit No. ❑ REVISION ❑ EXTENSION D RENEWAL ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores�r-p,�v County: 7 Follo/Parcel#: 4036 Ol O31 Occupancy Type: Load: Construction Type: Miami Dade Zip: 351 6 Qp Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple "I Titleholder): d bi Val �J Address: 2-49 WOWO14 T--IZ City: MI a IA 1 Tenant/Lessee Name: State: F f0r °q BFE: FFE: Phone#: 30 / o gsf 1 -77TkU 1`'��Phone#: (o5) 9 --3'.0q -) Email: CONTRACTOR: Company Name:?re ye ( ) fs & (S Address: •-� ('� 1 S-T City: r/111611111 State: f I On Qualifier Name: Phone#: q I Zip: 1 ��- % T �y Phone#: Y State Certification or Registration #: �e. L L (O Certificate of Competency #: �[ Phone#: y1r-� 13 GI f_06kQ City: ll'op /d l9aei State: Zip: .?‘ Square/Linear Footage of Work: ❑ Alteration ❑ New Repair/Replace Unt 11 C Ind5S g 3 doors fn i\AA.rct ❑ Demolition Specifycolor of color thru tile: . • 'Submittal Fee $-. Permit Fee $ CCF $ •r J Scanning Fee $ Radon Fee $ DBPR $ • • CO/CC $ Notary $ . Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ ti TOTAL FEE NOW DUE$ 293• ,(Revised02/24/2014) Rq` t '7.a` r �ii �1• el %.. 1 s Bonding Company's Name (if applicable) Bonding Company's Address T) City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application Is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspectlon fee will be charged. Signature OWNER or AGENT '`Signature RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this S day of- , 20 1 S , by day of Pt't.°64/5-f- , 20 l E by -HOMY Vt.{ ckS , who onall kno to S ��iSCGiW� O ,whorls personay c n to me or who has produced as me or who has produced identification and who did fake an oat identificatlo d who did take an oath. NOTARY P : C: I / Sian: El I o lof S NOTARY PEj C: Sign: Seal: as irnan �\\N1111I111///// ETTE FER�� .. it$464444k dj****s*********** *** *** **************************************************s#*ie�fs 440• •4/6 ID O ,��11111111111///�� V. E FERN 1,/i G OBER 22 .� G',\• 2 * : o APPROVVD BY S. y • y 41GG 141527 • ` 7t,<A� :.!blic Liniec�.•. •O�\\�� Plans Examiner Structural Review 2 :�y0'� z2t 0 v s''F • Zon�1g =z'a aGG• 14'7 !*= �0 9• •yqe�°/mod tht) �\�ci�'' pQ � 6/27/2018 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-001-0370 Property Address: 279 NW 111 TER Miami Shores, FL 33168-3324 Owner OTTO MENENDEZ & CARLOS R VALLE Mailing Address 279 NW 111 TERR MIAMI, FL 33168-3324 PA Primary Zone 0700 SGL FAMILY - 1551-1700 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,567 Sq.Ft Living Area 1,269 Sq.Ft Adjusted Area 1,413 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1952 Assessment Information Year 2018 2017 2016 Land Value $161,028 $161,028 $134,829 Building Value $98,345 $98,345 $98,345 XF Value $1,640 $1,661 $1,681 Market Value $261,013 $261,034 $234,855 Assessed Value $144,852 $141,873 $138,955 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $116,161 $119,161 $95,900 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 36 52 41 NEW MIAMI SHORES ESTS PB 51-80 LOT 21 BLK 2 LOT SIZE 75.000 X 100 OR 20911-1594 10 2002 1 Generated On : 6/27/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $94,852 $91,873 $88,955 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $119,852 $116,873 $113,955 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $94,852 $91,873 $88,955 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $94,852 $91,873 $88,955 Sales Information Previous Sale Price OR Book- Page Qualification Description 10/01/2002 $164,000 20911 1594 Sales which are qualified 12/01/2001 $0 20099- 2387 Sales which are disqualified as a result of examination of the deed 11/01/2001 $0 20059- 4847 Sales which are disqualified as a result of examination of the deed 07/01/2000 $75,000 19318- 4390 Other disqualified 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: This Document Prepared By RICHARD A. GOLDEN, ESQ KRAMER,GOLDEN & BROOK, P.A.. 1175 N.E. 125TH STREET SUITE 512 NORTH MIAMI, FLORIDA 33161 FILE #95-18R and Return to: Mark D. Balzli, Esq. Balzli & Associates 1688 Meridian. Ave., #700 Miami Beach, FL 33139 Parcel ID Number: 11-2136-001-0370 Warranty Deed This Indenture, Made this day of June, 2018 A.D., Between CFN: 20180386895 BOOK 31036 PAGE 3891 DATE:06130/2018 08:43:02 AM DEED DOC 2,160.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY OTTO MENENDEZ, a single man and CARLOS R. VALLE, a single man of the County ofMiami—Dade, State of Florida, grantors, and HECTOR ALFREDO VALDES, a single man whose address is: 279 NW 111 TERRACE, MIAMI SHORES, FL 33168 of the County ofMiami—Dade, State of Florida, grantee. Witnesseth that the GRANTORS, for and in consideration of the sum of TEN DOLLARS ($10) DOLLARS, and other good and valuable consideration to GRANTORS in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said GRANTEE and GRANTEES heirs, successors and assigns forever, the following described land, situate, lying and being in the County of Miami -Dade State of Florida to wit: Lot 21 in Block 2 of New Miami Shores Estates, according to the plat thereof as recorded in Plat Book 51, Page 80 of the Public Records Of Miami —Dade County, Florida. and the grantors do hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. 95-18R CFN: 20180386895 BOOK 31036 PAGE 3892 who are personally known to me or who have produced their Florida 95-18 R In Witness Whereof, the grantors have hereunto set their hands and seals the day and year first above written. Signed, sealed and delivered in our presence: Prin e Witness (Seal) TTO MENE Z P.O. Address: P. . ox 1741 , Boqueron, PR 00622 OM!,CARLOS R. VALLE P.O. Address: P.O.Box 1741 , Boqueron, PR 00622 STATE OF Florida COUNTY OF Miami —Dade The foregoing instrument was acknowledged before me this day of June, 2018 by OTTO MENENDEZ, a single man and CARLOS R. VALLE, a ingle man • iver' s 1 - s - a lentification. te• N- e: (Seal) Notary Publ My Commission Expires: ;t'�'.=�?�s, KERRYDIAZ �± MY COMMISSION/IGG111255 �-a ��o EXPIRES; June 17, 2021 ' ; : os Bonded Thni Notary Public undenur tiers NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO, TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements wlfl be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided In thls Notice of Commencement. CFN: 20180504228 BOOK 31106 PAGE 1814 ATE:08/20/2018 11:39:55 AM ARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY Space above reserved for use of r000r ind office 1. e I description of ro 1�LJ 4 41 TErK--114IQ!'(1, kores p rty and street/address: � - 1 (1�irry t ;k(� -r (r15 l--A-0 � - 1 3LJC. 2. Description'of Improvement: e Cf y� ')'1 tU gn[r*bi ,, ( Ye 3 na (R-to 7 ht 130C t • 3. Owner(a) name and address' I !cc TR 41Lfeti — - a71 Intl I ( --r-I° (;- ft'\IQr i% —(2L ? I.h Interest In property: Name and address of fee simple titleholder: 4. Co tractor's name address and phone res�.; ode L i)1\ t�.,S1n.:i 5°1611 ---- number: M t, j t k,1 s-1 -- ,11 r ��►i I 6. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number: Amount of bond $ s, Lenders name and address' 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement' (the expiration date le 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERLY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. SIgnature(s) of Own =� or r(s)' A •r er tractor/Partner/Man er 1 p Prepared 8 °4.' ' - Prepared By CITO•C :6,i Vijay k � Print Name cTO r Q Print Name Ai +12., Title/Office l Title/Office firm ill t nj • STATE OF FLORIDA COUNTY OF MIAMI-DADE The fogt�ee_g Ing f tn,lmant was acknowledged before me this. '`7 day of r et` lde(roe V tacks' ❑ Individually, or'Qasal l'III.Qd for ?49 KIa.11 i I T�a l (o2 It?ersonally known, or C.l produced the following type of Identi on: Signature of Notary Pubilo:. Print Name: a • (SEAL) VERIFICATION PURSUANT TO SECTION 92.525—FLORIDA STATUTES Under penalties of perjury, I declare that I have read the'foregoing and that the facts stated In It are true, to the best of my knowledge and belief. Signature(s) of s "ner(s • r Owner )'s Author( Meer/Director/Partner/Manager who signed above: By 123_51-51 PAGE. am ��\TE Fel?* 1 opOER 22 •Y kGG 141527 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). Acknowledgement: Qualifier/Owner re Date Print Name Job Name: S T I G E 279tNWr 111eTer LI.�I. WINDOWS.&. DOORSMiami Shores, FL - 33168 W W W• P-R E s'T. I G"'E'W L'•N D O O R .,C 0 M-. MARK SIZE SQ FT ZONE TYPE NOA NOA Press Calculated Press Wide Height 1 74.00 51.25 26.3 5 HR 17-0918.09 +65.0/+65.0 -47.9/+37.2 2 37.25 51.25 13.3 5 Fix 17-0918.07 -80.0+/80.0 -50.0/+38.2 3 111.00 63.00 48.6 4 HR 17-0918.09 +65.0/+65.0 -39.3/+35.9 4 74.00 51.25 26.3 5 HR 17-0918.09 +65.0/+65.0 -47.9/+37.2 5 74.00 39.00 20.0 5 HR 17-0918.09 +65.0/+65.0 -50.0/+38.2 6 74.00 38.75 19.9 5 HR 17-0918.09 +65.0/+65.0 -50.0/+38.2 7 87.00 79.38 48.0 4 SGD 17-1218.20 -60.0/+60.0 -40.6/+37.2 8 37.25 50.75 13.1 5 CSMT 17-0918.11 -64.8/+64.8 -50.0/+38.2 9 37.25 25.75 6.7 4 SH 17-1018.08 -75.0/+75.0 -43.4/+40.1 10 37.25 38.75 10.0 5 SH 17-1018.08 -75.0/+75.0 -53.6/+40.1 11 54.63 51.25 19.4 5 HR 17-0918.09 +65.0/+65.0 -50.0/+38.2 12 111.00 51.13 39.4 5 HR 17-0918.09 +65.0/+65.0 -46.4/+36.4 13 36.00 80.00 20.0 5 Outswing FL# 16708.1 +65.0/+65.0 -50.0/+38.2 14 30.00 80.00 16.7 4 Outswing FL# 16708.1 +65.0/+65.0 -41.6/+38.2 15 96.00 84.00 56.0 5 Garage 18-0725.02 -60.3/+51.1 -42.1/+33.6 Miami Shores Village 14 APPROVED ZONING DEPT BLDG DEPT R.ECIETvrn NO 202018 BY.°' 9 8 Bat room _ Bedl�2 DAT otQ m 51t Ii1.,I•CT Tf) COMPt-IANCE WITH ALL FCDFRAL ,1 A rE AND COUNTY DUI .FS AND DFGUI ATIONS 12 katril 10- 1 ELtry 01/09/2018- 12:09pm inteml V:\Projects\_Master Plan Sheet Store\Windows-DoorsShutters1400 Wind Chartsl_Reference12017 Windload Charts References\2017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) AS( 'ASD' DESIGN PRESSURES FOR COMPONENTS AND C INTERIOR ZONEPRESSURES Mean 7 Roof , DESIGN PRESSURES (PSF) - Z • E 4 Tributary Area (Sq Ft Height I r 401 CSi 0 -15 143.4 -41.6 -40.6 -39. It t +40.1 +38. +37.2 +36. , 18 ft 4.31 -41.4 `40, H +41.6 +39.7 +38.6 +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 -46.4 -45.2 -44.4 -43.7 +44.6 +42.6 +41.4 +40.6 +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 -49.8 -48.5 -47.6 -46.9 +47.9 +45.7 +44.5 +43.6 +42.9 40 ft -53.4 -51.2 -49.9 -49.0 -48.3 +49.2 +47.0 +45.7 +44.8 +44.1 45 ft -54.8 +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 -54.7 -53.4 -52.4 -51.6 +52.7 +50.3 +48.9 +47.9 +47.1 60 ft -58.2 -55.8 -54.3 -53.3-- .6. +53.6 +51.2 +49.8 +48. + INTERIOR ZONE EXTERIOR 3 EXTERIOR ZONES PRESSURES E 7-10 LADDING Mean DESIGN PRESSURES (PSF) - ZO E 5 Tributary Area (Sq Ft) 3 50 fight I-15ft -50.0 +38. -47.9 +37. 18 ft -55.7 - .0 L'-49.8 +41.6 +39.7 +38.6 -46.4 +36.4 +37.9 -45.2 +35.9 -47.0 +37.3 20 ft -57.0 -53.1 +42.6 +40.6 -50.9 +39.5 -49.3 +38.7 -48.1 +38.1 25 ft -59.7 -55.7 -53.3 +44.6 +42.6 +41.4 -51.7 +40.6 -50.4 +39.9 a= 10°h OF LEAST HORIZONTAL DIMENSION OR 40% OF M N ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CQNSULT .%N ENGIIRFrtFQR A MORE SPECIFIC INTERPRETATION IF • • RBQUiRED• • • • NEA a.... a ROOF HEIGHT • • 30 ft • •• • • • • • • • • ELEV91: ON • • . • • • • • • •• z (n O• O t • • -' 8 3p z REMARtA•••• NIT ISSUE • IREV - ADJUSTEDHEIGHTS DRWN GSS GSS CHKD TSB TSB DATE 03/05/12 04/09/12 .REV 2014:BC• • • !UPDATES, 2917 FBC • r DGM FLB TSB FLB 06/10/15 12/17 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS,. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERRIG EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. -62.1 +46.3 -64.1 +47.9 -65.9 +49.2 -67.6 +50.5 -69.1 +51.6 -70.5 +52.7 -71.8 +53.6 -57.9 +44.3 -59.8 +45.7 -61.5 +47.0 -63.0 +48.2 -64.4 +49.3 -65.8 +50.3 -67.0 +51.2 -55.4 +43.0 -57.3 +44.5 -58.9 +45.7 -60.4 +46.9 -61.7 +47.9 -63.0 +48.9 -64.1 +49.8 GHT EXPLAINED PEAK ROOF HEIGHT MEAN ROOF HEIGHT -58.5 +45.9 -59.8 +47.0 -61.0 +47.9 -62.1 +48.8 .6 +45.2 -58.3 +46.2 -59.5 +47.1 -60.6 +48.0 LEAST HORIZONTAL WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH <_60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: XIDENTIFY THE ZONE OF THE OPENINGOR-(ZQNE 4) OR EXTERIOR (ZONE 5) PER THE URE BELOW LEFT OR INFOR ONPROVIDED 7_-, ERS. 1.1. ANY QUESTIONABL P TCSBE ONSI D THE MORE CRITICAL (EXTERIOR) ZONE 2. DENTIFY THE BUILDING M T FROM THE LOWEST GROUND ELEVATION. IF MEAN ROOF HEIGHT CANN T FI D, PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP F TON LE VALUE. .2. VALID FOR ALL ROO SLO EE AN ENGINEER FOR REDUCTIONS. -ARE STION AS THE GREATER OF (HEIGHT 1)]IbTH) OR THE SPAN LENGTH (HEIGHT)`' A1I E WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTUtiA' 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. \aJ 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 ON 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 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 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VAUD WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS D-HEREIN. 10. THIS SPECIFICATION DOES NOT -FFER- ROD CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTH LS FORkDESIG STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T .ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT ANCES. 12. NO CERTIFICATION IS OFFERED O •. HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE ER DD ' - ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. DIMENSION O O PLAN VIEW COMPLEX CORNERS 6TH EDITION FLORIDA BUILDING CODE 2017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 ENGINEERING EXPRESS® CORPORATE OFFICE. 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH 109885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM `yy ^' 0 rg 0co0g oZ 07C o'r Inm 4m 0 O WORST CASE SCENARIO DESIGN PRESSURE. CHART, ENCLOSED BUILDINGS FLORIDA BUILDING CODE 6TH EDITION (2017) BROWARD COUNTY FLORIDA 170 MPH EXPOSURE ID Door Width Door Height Mean Roof Height Design; Pressure Positive Negative 8 7- )i -33.6 42.1 9 7 33.3 41.6 10 7 15 33.0 41.0 16 . 7 '31.9 -38.7 18 7 f 31.6 38.2 8 7 -- 34.0 42 7 9 7 337 421 10 7 16 33.5 .=41:6' Mini 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 -42.1 16 7 32.7 -39.8' .18 7 . 32.4- - -392: 8 7 18 34.9. --43.8 9 7 34.6 -432`. WM 7 34.3' -42.7 16 7 33.1 -40.3 77 32.8 -39.7 19 35:3 44.3 9 7 35.0 -43.7 10 7 34.7 -43.1 16 7 33.5 -40.7 18 7 33.2 -40.1 8 7 20 35.7 -44:8 9 .7 35:4. -44.2' 10 7 35.1 -43.6 16 7 . 33.8 41.2 18 7 33.5• -40.5 8' 7 21 36.0 -45.2. 9 7 35.7 44.6 10 7 35:4 -44:1 16 7: 34.2, :41:6 18 7 33.9. -41.0 . 8 7 22 36.4 -45.7 9 7 36.1 -45.1 10 7 35.8 -44.5 16 7 34.5 -420 18 7 34.2 -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 - 424 - 18 7 . .34.5 -41.8 8 7 37.1 -46.5 9 7 - 36.7 -45.9 10 7 24 .36 4 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. EXPOSURE.0 Door Width )8 9 10 16 18 8' 9 10 16 18 8 .9. 10 16 18 8 9 Door Height 10 16. 18 8 9 10: 16 18 8 9 10 16 18. 8. .8' . .8r 8 8. 8: 8 8 8' 8 . 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Mead Roof Height 15 16 17 18 19 20 Design Pressure Positive 33.2 Negative -41.5 40.9 40:4 32.9 32.7 31:5 -38.1 312. 33:7 -37.5 -42:1 33:4 41.5 - 33:1 ' 40:9 32.0 38:8 a1:7 34.1 -38.0 -42.6 33.8 42:0 33:6 -41:5 32.4 -39.1 32.1 34.5 -38:5 43.1 34.2 -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 35.3 39:4 -44.1r .35.0 -43.5. 34.7 -42.9 33.5 40.5 33:2 39:8 8 9 10 18 18 8 8 8 8 8 21 35.7 -44,5 35.4 -43:9 35.1 -43.4. 33.8 -40.9 33.5. -40:3. 8 9 10 16 18 8 9 8 8. 8 8' 8 8 8 10 8 16- 8 18 8 22 23 36.0 -45.0 35.7 44.3. 35.4 -43.8 34.2 -41.3. 33.9 36.4 -40.7 -45.4 36.0 -44.8 35.8 -44.2: 34:5 41.7 34.2 -41,0 8. 9 10 -16 ,18 8. 9 10 16 18 8 8 8 8. 8- 24 36.7 45.8 36.4 -45.2 36,1 -44.6 34.8 42.0' 34.5 41:4 8 8. 8 8 8 25 37.0- -462 36.7 -45.8' 36.4 -45.0 35.1 -42.4 34.8 41.8 -1'�:?�C%.c,: EXPOSURE 'D 4tG:S;6 e ,. .r-!>a Mean Design Pressure Door, W kith :Door -Haan -,,Roof, Height , Positive -MI Nega5Je M81 i'7d7r "'- -•", -240.7 Sr-511S IIMEIS® T w40.4z --50.4_' 131:EI® 151 i..40.1A- V49.8. SIGS® `• - 38.7 -yr 7r470.Y ----181- ii<, 7 F , k +38.3't 048.3 = 8'1 '8-7:-, Y- -4-41:2,1 4-51.7.a ErIBEE13E1 =;`.• tf40:8+.w31.0g wei® .16'= 140.5s .v{0.4a mzi® -s?39:1. Z47.5 118_ .-47. -... ?38.7 468 :. "8 e...-7 f. ,? :41.6+e -523 = mag® "'41:3.-t '1516"-- unoraci �® 17:3 40.9r �5094- -? t39.55. =4 18A .18 : 37 xa. ' .39.2:a ::-47.34 a> ' 4 7 #r - ..e'42.0--, -" - : _ -r _t-52.8 i ESEE® ISECIIIRECS--18 41.7.-a r 52 1=' r41:4 �iT 4>= ®' 339.9A 3'-48.5: 18 •,7 3:39.5: -r-47.8: {8 •-'.7 -- -'42.43 4(-53.3 CEIS® BEEi® ilmo® ?.18 -'' 19 =`•421- a'.52:84. '-41.7.' 51.9- =40.3s :=•49.0• -399'=.-=48.3 8- ...7 .- - 20 . -42.8-r- -53.8, ISEIS® �' SEMMES - 42-5 • , 53.0'- ® , 42.1._ ' S24 • -40.7.. I' zi1R4s 18-' :_.7'= 40.3' _-48.7-+ y•8 -'43Z:- 542:. 61111®, immulE. ISECISISIESS,t41.0,- 18 tr ° s -742.8�''53.5= 21 - -42.5 = : 52.8 ` ,r-49.8• = :7. _140.6,=!! -449.1, --- 8 . SZEISI® w- 7.c . _ - _-r:43.57, ".--54.7= : ' 22 = '443.2: . 53.9' 13ESI® SEIS® : 42.81_ ---832.: -41.3•. z50.3: ':18- 7:' .'- 441.0i. y-49.5" 8":s : 7 -- �T-,; -r43.9 a .?=65.1 "? :..43.5s `7:54.3 szoorma :23-' - 432'.. .537--. EOM ® % . 41:7. ---50.61 -18?. -7 _ r*412.. 2-49.9' ;8. r7 ,- S 74424 z=55.5 ®' ®."24 =- 143.5 .- .54:11 �® ,- , 742.0'; ---51.0,' ...IBA 7t. '-_?-$ _.41.8 =50.3' - 8:- -7zv : cr ' 44.5 4 - -55.9 ECM ® r.,- =1 55.1-- ®' lid ,,,.....1.'4144.1 25► 43.8� x'54.4-1 �® ,tit 42.3, ,V-51.4 r .r--18� Y:7- i :.,=41.9'4 -50.6 Notes: 1) Design' pressures have been calculated using procedures listed In ASCE 7-10, Chapter30, Part 1, for Law-Rlse 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 on en enclosed building, any roof slope, Risk Category II. 4) The design pressures assume the entiredoor's width is in the' end zone (zone 5) of the building. 5j :Most garage door openingswill not be Iodated completely in zone 5. Therefore Individual calculations will result In lower pressures, B) For mean roof heights teas than 15, use 15' pressures. 7) This Table is only to bee usedconjunction with Amarr Garage -Doors. 165 Cariage court • Winston-Salem, North Carolina' 27105 Phone (336) 744-5100 • Fax (336) 744-5815 vnnv.amarr.com ENTRE AATIC EXPOSURE Door •Width 94 ` Door - Height C80 d10 .16•• �18 { s:8 , 4! 8 .i .Mean Roof Neight Design Pressure PosIUve 40:3f3 Negative 5031 40.0• 496.' «490L k383 .462 r"45.5 r .1811-4 410 it "z167 A184 �..a Nal .48:,_ 18r -84 Y8.: :8 -10 • -16 �=8°a .a8-. ,v 4. 4• "18 440.817 3=50:2: -z401:s 1496 39 7.e 171: 38.3r 1:2 40.9 46.01 51:5:` 50.7' 40.5 Y: 50.1. 39:1 ; "47.2- " 38.8 4 41.6 '- 52:0 ' 41.3' 311' 40 9 39 6 47.7= 39.1'. 42.04 `47.0 -52.5 "-41.7.' '51:7 41.3` -39.9... -48.2 =39.5` -'47.4 8.-. 97. r_, 8 10: 16 -18- 721 8•.r �aR 20 42i4+ - -52.9 , '=420 -1522 41.7 51.5... 1402 --48.6 -739.9=- -'-47.8 • 8-' --:10': 418 116 r 8 428 33:4 42.4 - 42.1 .52.0 - h.'40.6 '49.0= 40.2 --• 48.3 8 sg -� 10 +116 8'v • 22 '-43.1 427- "-53.14 424: -40.9 r _,10 - ,18 -18 • =8;, e 23 43.4 -54.2- 43:1e -53:5:. 42.7.? `; 41.2 =49.8 .-40.8 '49.0• ems. g< 1'10' 1,.8:- t8� -,8_: 8':¢ a'8 ./E 8 4 Z.a8 a�8 - 24 t .4 z +4 <<a3e -54.6 w 434 ' 43.0 .c ==41:5 ''41` 1-: * 44.1: 49.4 -55.0:: 43.7' a54:3 43.4' -53.6 ��.49.7r as O. •s• .•4aW� • ., az •4 • .rz• ;±• Cps • •• e� 4 �:.-, i n. 07 c� f f • ca o . � ,a ijSTATE • ••.. •ice • •9r: • „,3 i. • • • oy• = i. �" F L • • • • • • • • • • ••••••• • ••• • • •• • •• • • • •• •• • • • • • •• • • ••••• • •••• • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors dba Entrematic 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. _ — t ESCRIPTION:`Model"950 Heritage & 655'Oak Su`mmif1000, 200-0 Steel Sectional Garage Door up to -9'-0"•Wide with Impact Windows (DP +51.1, -60.3 PSF)) APPROVAL DOCUMENT: Drawing No. IRC-9509-180-21-G, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated 03/12/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. on 10/03/2013, bearing the Miami -Dade County Product Control renewal 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: 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 manufacta>•er.oritsdistributors aad shall • • • • • • • • • be available for inspection at the job site at the request of the Building Official. • • • This NOA renews NOA # 17-1010.07 and consists of this page 1 and evidence ppgei l ;d ••• ell• approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE COUNTY APPROVED fetc:") 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.gov/economy • ••• • ••• •••• ••• • • • • . • : 1 • NQA,Tito. t8=0725.0 f r 1 Ezilira08n Otfelber 1Q202:• Approval Date: August 30, 2018 Page 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous NOA's A. DRAWINGS "Submitted under NOA # 13-0813.21" 1. Drawing No. IRC-9509-180-21-G, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated 03/12/2013, prepared by Amarr Garage Doors, signed and sealed signed and sealed on 10/03/13 by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 13-0813.21" 1. Addendum to Test Report No. ATLNC 0319.01-13, prepared by American Test Lab, Inc., dated 06/11/2013, signed and sealed by David W. Johnson, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Amarr 9' x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc, Test Report No. ATLNC 0319.01-13, dated 05/01/2013, signed and sealed by David W. Johnson, P.E. 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. "Submitted under NOA # 13-0503.06" C. CALCULATIONS "Submitted under NOA # 13-0813.21" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 07/16/2013, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" approved on 06/19/2014, expiring on 05/21/2016. F. STATEMENTS "Submitted under NOA # 15-0505.15" 1. Statement letter of code conformance to the 5th edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and: Baled by Tom .s Li • • Shelmerdine, P.E. • • • s OOOOO • •• ••• • • • LLLF •V • • Carlos M. Utrera, P.E. • 'rroduotQonfr&IExAatdinL4 •.• . 4-0125.01 iarpiratson Dale:60 Wooer 10, 2021 Approval Date: August 30, 2018 E-1 .•.. ....••. . • . . • • . . • • • . •.• • • . • . • • • • . . . • • .. .. • • . •. .• .•. • • . •.• . . Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA # 17-1010.07 A. DRAWINGS 1. None. 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. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" approved on 09/07/2017, expiring on 05/21/2021. F. STATEMENTS 1. Statement letter of code conformance to the 6th Edition (2017) FBC issued by Structural Solutions, P.A., dated 09/11/2017, signed and sealed by Thomas L. Shelmerdine, P.E. E-2 • • •• .•• . • •• • •• •••• � •• • • . •• • • • •.•• • y• am• •• ••• • .. . ! '•f' 12, • •.• Carlos $'j.•Utrera,,P.J? • 3rodutt Conttbl Ex4nine= •. ' NOAV4. r8-0N5.01. Mira -ion Datis: October 10', 2025 Approval Date: August 30, 2018 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • •• • • • • • • • • • • • • • • 12 GA GALV. CONNERCIAL TOP ROLLER ➢RACKET ATTACHED V/(4) 1/4' 3/4' NEK HEAD SCREW: PEA ➢RACKET TYPICAL TOP FIXTURES N.T.S. SEE (TABLE 2) OR PAGE 9 FEN -RECOPRENDED SECTION COKIGURATIDN ADJUSTABLE ROLLER CARRIER ATTACHED V/ EC) 1/4' x I/O' DOLT L NUT PER'1➢RACXFF 3 3/0'22GA R-TRUSS ATTACHED V/ (2) 1/4' x 3/4' 1'EX HEAD SCREWS AT EACH CENTER STILE 2' 10 BALL STEEL 5' H11! STE14 ROLLER 511(E 102411D1 L ADJUSTABLE SLIDE BRACKET ATTA`_'E'0 V/(2) I/4-20 x SEE TABLE 4 OH PAGE FOR STILE PLACEMENT 9' 0 NAX 5/e' TRACK BOLTS AN0 MILS-) 14 GA IR1:ASA:E A.X)STABLC \ ROLLER CARRIERS ATTACHED TO 3 5/8' "2ZGA R-TRUSS V/(2) 1/4' X 9/4' HEY. HEAD SCREW. 3 5/8' 22GA R-TRUST ATTACPZ.D V/ (4> 1/4' x 3/4' HEX HEAD SCREWS • •• • • • • • • • N - �/ TYPICA)•DURAW END HINGE 'D 1 INSIDE ELEVATION ILT.3 64 GA 5RTAS.F66 END HINGE ATTACHED V/ (2) 1/4' x 3H' HEX HEAD SCREVS 4GA DURAS2FE ROLLER CARRIERS ATTACHED TO DID 'STILE V/ C3) 1/4' x 3/4' NEX HEAD STREWS PER CARRIER 44GA DURASAFE LROER HINGE ATTACHED V/ Nl 1/4' x 3/4' HEX READ SCREVS TYPICAL DURASP'E CENTER HINGE/ � 1 N.LS 1\(-JI THROUGH SEE (TABLE I ON PAGE 2 FOR STRUT SPACING 2' 10 BALL' STEEL 5' LONG STEN ROLLER SLIDE LOCK ENGAGES INTO VERTICAL TRACK CH BOTH SIDES 5/e' RIR (IGAOENENT (SNAP LATCH, DR LEEK BAR OPTIONAL) ATTACH V/(2) 1/4' x 3/4' HEX HEAD SCREWS •Sipe Y 110>90• • 20 GA GALV,-STEEL END -STILE fit' •�• (S PL120e SEA ATTACHED Vf0` 88 T.JCrL-LCC 3SNER 1 - (SUPPUEo 9Y INSTALLER) TD DGORS SKIN AND (?� II /`/•- (a) 20 ar&rr R'ITN l TOG-L-DEL" AT Tiz TOP ARID BOMB( RAIL eOTTDN RAIL . 0 BCLT RETAINR\ TE IfTuiIOR • • ( PER REALER • • FACE • •• b (D 1/4-20 x 5/8'TPACK SPLICE ➢•_T AND MIT PER JA0B 11RAC)OLT s/•N•(•6111 • GA 2' OAL1 STEEL TRAM C3 D/B' R-TRUSS) TRACK TNIC)INESS .203' CORI, VERTICAL JANET 2 �{��I/ 1,OUNT)NG-)rTAH s40 GR 5) .� � (N0. 2 M 6ETIER) 5/16' x 1 5/8' LAG [REV (D PER JAHR BRACKET • • • •• • • • B' TRICK 24 94. 10 N 66[ERICA SIGN w/BAKFD OH POLY TFA FNISN STD_— STIFFM._'RS CO -LOCATED IN >04:LE 15E'S) ON TOP SECTION -GMT NOCA FOR STRUT ATTACIRCN1 Ur STRUT 1S - RUINED) TYPICAL STILE SR�ENER r 1 MT.S. 2' Mk STRUT ATTACHE➢ V/ a)1/4. X 3/4' HEX WAD SCREWS AT END AND CENTER STILES 2' 10 BALL STEEL 5' 111N STEN RN ( (TR 2 GA CDNNBICIAL TOP F)XiURC ATTACHED W/ 44) 1/4'- x 3/4' REX MEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) 1/4' x 1/2.' 11I0LT AND NUTS R-TRUSS PER SECAB4 [SPLICE) F \3 5/B'H X E4 GA Cia-XSE B.ALV. STM R-TAU+ :ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREVS AT EACH END STILE AND C2) I/4' x 3/4' HEX.DEAD SCREWS AT EACH CENTER STILL 2' 20GA, (3314S1) STRUT ATTACHED V/(2) I/4' X 3/4' HEX HEAD SCREWS AT END AND CEIOER STILES [TINT, STEEL RETAINER V/ DUTTON am_ SECTION A -A (SIDE VIEW) DOTTED! BRACKET 13 GA, ATTACHED V/!21 1/4' X 3/4' HEX PFAD SCREVS TYPICAL II0TTTIFt -n-iN ACKET/ A 1 H.T.S. �f YENTS EWALS II5'30. 1A'G2s- OPTI4'7NAL VENT DETA➢.J c , N.T.S. LARGE MISSLE IMPACT RESISTANT PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-0725.02 Expiration Da tg 10/10/2023 By MIami-Dad Product Control 3 GA FLAG BRACKET ATTACHED TO VO011 JAHR V/ (3) 5/16 DM X 1-5/13' LAG RX.TS AND TO TRACK V/ (A) 1/4'-20 x 5/8 TRACK SPLICE BELTS AND NUTS SPLICE TRACKS AT DES LOCABON R/ (4) )/4'-20 TRACK SPC6-BOLTS do NUTS SECURE TO JAYS NMI (3)'5/15'-DIA x 1-5/0' LAO EMITS (1) 5/10' DIA. x 1-4/e' LAC BOLT ATTACHED TO JAM AT EA JAMB DRAIXET 12 0A, OALV•MAC2S1LTL )62 1 ( Q<11) 1/4'-20 TRACK SPUCE BOLT h NOT PROLIIC F AEVISfb Tills the 17Rrid, ig•Idixii Mode fWitt ✓�3JI•.. a10 /O zoi SEE (TABLE 3) DR PAGt=.+ RA.d.tl ) �✓ FIR JANA BRACKET SPACING TRACK CONFIGURATION FOR 5'0' UP TO 14' TALL DOORS i'RDO(336 Rf)VLSP2) r ewroMih)g with D)e Merida •Nd!ng (Jed Amepl•ite No E in Coeur! Ap',2nled.B o.wiplyllg widow p. ..: Dal, iQ' O '7./ NOAti (�'0 Miami Ihd.FrowhiciCuntroi IT/ KY IESG4°D2 O,TI MAX ST •.9', x.14' - DESIGN LOADS +51.1 PSF -60.3 PSF LARGE YISSLE IMPACT RESISTANCE 05 CARRIAGE COAT VIHsTER-S/LEM, K^.. 97103 VVV.4940290 9ff 8 MODRL 950 ?ERRTTAG% (24 ERA) I000, 2000 MODEL 555 OAK SOMMIT (24 01) 1000, 2.000 5110ICE. LONG, FLUSH, AND OAK 5019d071 caw BT 44R .MIL 03/I1/13 60910 BT ( DATE ��pprr�� t(h�aGt/A0 N,p/n7FE 1 /. D C-0✓J3—I&0-2)� • • • • •• • • • • • • SPFr,1FICA110NS AND NOTES 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: +230.0 L85/17 & -271.4 LDS/FT 3. DOOR AND HARDWARE VILL BE DESIGNED. MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SMALL BE 24 GA. ROLLED t FORMED, W/ BAKED ON POLYES RFINISH 0 MIN. EXTERIOR SKIN 5. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R-TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE 'DESIGNED BY A REG)STRED PROFESSIONALENGINEERFOR WIND LOADS INDICATED ON 114I5 DRAWING IN ADDITION TO OTHER .LOADINGS B. 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 SPIMI4EYS Sf%d(1 .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 PINES A YEAR, THE MANUFACTURER SHALL MAIL TO TF115 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 OR MORE SHALL BE USED TO MAKE DOOR -PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-0725.02 Expiration e10/10/2023 By Mlam'1-0 Product Control AVAILABLE TRACK CONFIGURATIONS x.Ts 1 DESIGN LOADS +Z30,0 L8S/FT -271.4 LBS/FT INTERIOR OF GARAGE MAX. WIDTH 9'0' Ifll11.1fl!II SEE NOTE 2 PPTTDNA( SHITRT PANE' GI A7FD SECTION STRUT AND ST11 E I AYFIDTS, N.T.S. P. 33 r,, ! . r. 1 // /// /// •c /// Tn. CF):TI1N1 jiH INTFRMFDTATE SOCTIDN .233' SALV STE-EL INTERIOR IMPACT VIMIRIV FRANC .D33' SALV STEEL EXTERIOR IMPACT WINDOW FRAME V/.5' RITE on GLASS -24 6A. STEEL DOOR SKIM EKERRP N➢BV FRAME 5/16' OVERALL In, CLEAR ANNEALED GLASS L90' SOLUTTA PYH INTIMAYER 1✓e' CLEAR ANNEALED GLASS I1111A1TACTURED HY GUARDIAN SUREROND SS-19D STRUCTURAL AI1SIVE 2. 3/16' X 1/2' SCREV - USED TO T7METRA -FRAME TO E FASTEN EELINEOR MPCLINDEN FRA%IE. 3. II/64' X 1/2' SCREV - USED TO PASTER )aORAIIVE PLASTIC MOLDED V711DEN FRAME TO THE ASSEMBLY SECTION B-B IMPACT V/TNDGS/' DETAIL N.T.S. 16 1/8 OLD 2 '2 '3 •2 . 10-5/8' DLO PRODUC r REVISOR at ea'wptyleg with the Mask .. - kddlalBaM IMPACT GLAZING FASTENER DETA L APPq•51•99•10.1•1B �wllb ms Amy/iaAeNo -/0/0 •D� N,TS Plmih d Code ry71lrwlha paDe o GLAZING MEETS ASTM. F1300-04 1)134 0 O a l3 Mlatnl;-PTAAIxt Coned. 1RWOOCilieirtED oxeciying drtFlorido -Ameyamee. NoAJ � j)/$' F.ma�debre Pro4DAN Cowan} WOOD JAMS ATTACHMENT TO STRUCTURE X 6 VERTICAL IAMB ATTACH'"17 TD VP00 FRAHF S18:IT:VIRF 5/1S' X 3' -LAG SC.1T-NS STARTING 6' FROM EN7i S THEN 20' D.C. (1 1/2' -EHHCDERM3 gX 6 VERTICAL JAHR ATTACHMENT Til P 000 PSI (TNCRFTF HILT] KVIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' D.C. 2 1/2' EMBEDMENT) HIL71 SLEEVE ANCHOR 3/e' X —3/4' STARTING 6' FR(1M OTDS THEN 16' D.C. (1 1/4' El-WED/TENT) ITV/RANSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' F^,.Of1 ENDS THEN 24' DC. (2 1/2' ENBEDMENTJ 2 X 6 VFRTIC.AI JAMB ATTACHMENT TO HOLLOW 11-90 BL00K SIMPSON 1/4' X 3' TITER SCREWS ST-ART)NG 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' C.C. G 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KVI1-C13N 11+ SCREWS STARTING 6' FROM ENDS, USE -PAIRS ET FASTENERS (3' APART) AT e' 0.C. Cl 1/4' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACIfIENT TT] Man) C-90 BLOCK (P000PSI GROUT: HILTS SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 22' U,C, 0 1/4' EMBEDHc2N17 CDR, USE FASTENERS FOR MELLOW C-90 3LOCKI ',LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE aPREPARATICN DE wDD JAMBS Di OTHERS i.3 R .2 -Ily FEY Ori191.11WREVEM MAX SIZE e x 14' DESIGN LOAD +51.1 PSF -50.3 PSF LARGE MISSLE IMPACT RESISTANCE DMZ Far 1 1,9 163 CARR/AGL [MUT WINSTON-SALE04 MID 2)103 VVVA"APR"1N . 6OOBL 950 06RD'AGB (84 CI) 1000, 8000 M0501, 865 OAI( SUMMIT 96 GA) 1000, 2000 6R0R'r, TANG, PLT156, AND OAK- BUh20T PANELS 3S MAU It1 RR Of= BT DAS 01/12/13 MU WEER IRC-9509-(60-21-G 'DAL SHEET 2 (F 3 TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURADON) TOP A B C D E F G H T ..-laggorsE gtzgi mg, gplag Ig,r4 ga vs- ,i,t,ti4 a-aa--#7.0w24 7' 5 1/2" 16" 37° 58" 76 1/2" P2EirdalE Mg .721:-Ze illli fg!l( .1.611 NAM.3 ..;-.-*I'V 0312J1 8' 5 1/2" 16" 34" 52" 70" 88 1/2" XaeaTi gort to iwn: mu ati Mt iai Wa.,,,,itt: IWO 9' 5 1/2" 13" 31" 49" 67" 85" 100 1/2" :PA:16 :-*P2; 08 ig.g &-tti ft*.lo KOMI i cy 5 1/2' 16" 37" 58" 76" 94" 112 1/2' 40 011M74 ItiV-L-1# 1 il A -1Ps 1 i' 5 1/2' 16" 34" 52" 70" 88" 106" 124 1/2" 4-10'21 Nig -f7-?1,04 ,--0,N1 12' 5 1/2" 16" 37" 58" 79" 100" 118" 136 1/2" NOWV.;12.11-02 V...*-1:4:-.23,1'41A 48...014.P0 '417 C...4.4 AA= 13' 15 1/2" 16" 37" 58" 76" 94" 112" 130" - 148 1/2" AlEti63453172Yi i7k6:41. ISM 45M-a94 tem 41.41,11M.4-7. 4.5.03a 14 5 irr 16" 37" 58" 79" 100" 121" 142" 160 1/2" TABLE 3 TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 'Ea VI -a0li '';21,112 424 •-.-t1.2 Z-in 12fil W.414 Wit Milti 13' 6" 21' 21' 21" 21" 21" 18" 18" 21" WIC ,-_, MA UM VPit 7.116141 'f,-ifOR an stan OS 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" ROMA :.f4t0 Tag ?2 m-ga vitg WO wgt 11' 6" 21" 21" 21" 18" 18" 18" 21" wove wa rif$4. Itga olgag ',4-,to pa 10' 6" 21' 21" 21" 21' 21" 21" 114:0.M1 WI Mt- -Val- V iall--1-MA W2114 9'6" 21" 118' 18" 18" 18" 21" 601*4 filtft ;' ' '-c" r'fAk4 Mg. itcar BA 8' 6" 21" 21" 21" 18" 21" Nelfalia MN OM .'' E4 ::.-.$14 paw 7' 6" 18" 18" 18" I 18" 18" WiE0T74, .vaiki7,,'? pal '--Ntatia 6' 6" 21" I 18" 18" 21" , DOOR HEIGHTABCDEF TRACK ATTACHMENT SPLICE G H I J K L MN S ,-4,-.•:,,,,,,--[ .“..,- ...-t-bi 7' 3" 14" 27" 38" 46" 56" 68" 76" • &a • 3" 14" 27" 38"I 46" 56" 68" 78" 88" KOM ..,p;.: 3" in" 2f• 38" 46" 56" 68" 78" 88" 100" MIJIN; .1434 41M, .'f,U 7 ' a 4' Lk Ign V-4: '--1.104 - ' ZI§li ii.4.,ta -,-. i TO 3" -1!4". t," 38" 46" 56" 68" 78" 1 88" 100" .1 112" ----**Iro- --,- Trirtfili .11' • 3" 1.4." i .27" 38" 46" 56" 68" 1 78" 88" 100" 110" 124" 42' 1 3" .14 .1 .2;" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" rfl;g8Fi 1'..fil; #.1- 48'14±111,-4 6% ---66'.ii 4-0,8iig En -88 4o1:4 ATM; • 13' • 3' 014" .27" 38" 46" 56" 68" 78" 88" 100' 114" 122" 134" 148" .-.41404 VD.2 ig.g4i: R:.78:0605 WI tf:007," • 14' • 3' 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP 08 SP F NO. 2 OR BETTER ONLY PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-0725.02 Expiration Date10/10/2023 By Miami-Dd. Product Control TABLE 4 Beaton ‘;)/idth (fr) Panel TYPe Gen sr stiie Location (Measured from Left Edge) 1st (In) 2st (In) 3rd (In) WAK.-T. vip gm al--4:414„--:::: magooaff-p7a_os 810 Long 24.000 48.000 72.000 . 8'10 Bead - 24.625 48.000 71.375 -5114X1NAIMM: 44,-agaV*-KONITA %VOW 812 Long 24.500 49.000 73.500 812. Bead 25.125 49.000 72.875 F414,74,4 ig-7.43116it.Ng "02080% 2.560'00T.4 .4X.75f4200 84 Long 25.000 50.000 75.000 8'14 Bead 25.625 50.000 Mr9-001:=V41* I 74.375 5:-..0M- 816 Long 25.500 51.000 76.500 818 Bead , 25.125 , 51.000 . 76.876 %VOA MiSh.--otn -ro.:amtqv ion:jok,41 tpv,:;64w: .818 Lona 26.000 02.000 78.000 818 Bead 26_625 52.000 77.375 WAWA VZO.4.,-1 8,,.....,.i e=6MCOS 410565", 6110 Long 26.500 53.000 79:500 8'110 Bead 27.125 53.000 78.875 691:01 *if -O7Z9,611 0$41900.' #Z-80t4.04iTt Long 27.000 54.000 81.000 9' [0 Bead 27.625 54.000 80.375 PRO C f ftErS00 atosesptrlas aide the Floridu faildliattede Areagausee No 17- 10111 • 67 Fittioa4MIEVISED reachirameadothellecida- itoddiagOarb N.V... ProdorrConent 4=wetaracespiyitgAridat Date i'PliISZOCI NOM/ 1_1-081,S.21 Minoll 92,Js Product Oaacroi By f; mAx -srZE --5O.3 NSF F 9 x 14' ,.. .1..-3-S0, 0HI EF, ...,'e,9..0.r..l DESIGN LOAD §7\'• .''4'4'+51.1 N'$CE.O-;V5 ae. ... No 00:40579- ,--...`,., tf, . LI ' b fi 2' • - l : LARGE MISSLE 4STATE OF. 1,1 11 IMPACT ,40 n 10‘1".;.,..,52 RESISTANCE -1. r":' ' , .. • ' ....? A. P' FL '",44iiii•919s," 4F. 2,1‹,L,„trr IRS CARRIAGE CLAW VMS TOK-SN_EN, 110 ETNA! VVIEASUCUCCCif 332020 -930 1tARITA02 (24 GA) 1010, 21300 MODEL 5E6 GAIC SUMMIT (24 GA) 11/00, ZOOG EI+Ort, LONG, FLUSH, AND OAR BINDELT vidaLs B 124`14( 0418 a3/12/13 GEGIUBT VAR MALIN.= NC-9509-}150-21-G 89120Cf 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) LCGIWindows 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 Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 .vww.miamidade.gov/economv DESCRIPTION Series "Sentinel 130" Aluminum Fixed Window - L.M.I. I APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.L) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the, fegttdsj of tte pq,ilcting Official. This NOA revises NOA No. 15-0413.03 and consists of this page rand ew derrcc 4a$es;4,1,�-2 and E-3, as • well as approval document mentioned above. .. ... .. . . . .. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY • ... • ..• ••. ... • ••• • • . — •. •• . • . . • ; NQA Ncj 17-0918:07 • •' ; Expittebn`I te: S44Ftem4r 22;2020 Approval Date: November 22, 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 No10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per 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) Unifoiin Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Labofatory; Test geiorf No. 1-ITL-0080-0103-10, dated 03/30/10, signed and Sealedby \ir=u. 1Yra, P.E. (Submitted under NOA No10-0510.13) ' � � 1 / ��` Manuel3Fez P.E. .'. ':f1 .', ! duct'C�antYQl' Exa finer �.' . . : : .' .NQA NI\ 7 18.07 '.' :Expirta tbrel ate: SQ1temptr 22, 2020 Approval Date: November 22, 2017 E-1 .... . ...... . • . . . . . . • • . . • . . • . • . . • ..• .. . •. • .. . ... • . .• ... . • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated July 18, 2014, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of confoiiiiance, complying with FBC-5th Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. "' ' ' .. • E-2 . • . • • ... . . .` • •. • . .. ... A01,775,2t .f/jfp"L/ Manuel •'• '• ••• fltduenenttleEx '•' • • • • •• •NQANc:17-Ori-8.07 • •' •r xpi 11:ml 'ate: Staftem4Rr 22, 2020 Approval Date: November 22, 2017 ... . . • . ... . • • . . • • • • . • . . .. • . . . • . • . • . • • . • • .. .. • • • .. .. 4100 • • . ... . • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. 'PESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated July 15, 2017, prepared by A1-Farooq Corporation, 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 "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 Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to•C'M Windews:84LZddrrs, for their Series "Sentinel 130" Aluminum Fixed Window •-0-.L.ib7 Litappropei•on-46/25/15 and expiring on 09/22/20. • • •, E-3 Manuel Pete P.E. • • "• PlIductnentill* miner • • • . . • . . • .NOI;A No; 17-0918.07 • • • :Expirhibn' ete: Seremlgr 22, 2020 Approval Date: November 22, 2017 .•. . • . . •.. • . . .•. . • • . • • • . • ... . . . • . • . • . . • • .. . . . .. .. • • .•. • • • •••i • • • • • • • •••• ••• • • ••• • • • • • • • •• 49 FLANGE WIDTH D.L OPG. 6" MAX. HEAD/SILL CORNERS 18" MAX. SHORTER SIDES n 11 I ___JL •� 1L____ 1r---- It �r -r it 1, CD' e 2 V FALSE MUNTINS - I (SURFACE APPUED)T FLANGE & FLANGE ADAPTOR FRAME SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 48" BUCK WIDTH D.L. OPG. APPROVAL AP•LIEL 40 SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Oi FIX./FIX, SIsIN �'OW. WITH OTHER MIAMI-DADE COUNTY •APPROVED WINDOW USING MIA:I-Q 000NITY APPROVED MUWONS IN BETWEEN. • • • LOWER DESSR MI•E<9URE FROM WINDOWS OR MULLION APPROVAL SAL APPLY It ENTIRS SYSTEMS • • • • THIS PRODUCT HAS BEEN DESIGNED AN! UE6TIID TO COMPLY WITH THE 0LDIING QSOrw'IIitLUF 8r l 201HIGH4 STVE�Otf!f•FISFRICAN ZONm(HVHFLORIDA Mile OR 2BY WOBEBIiCKS & BUC16iAiTTNjPj BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS •T• THE BUILDIg1G•STRUQTURE. • • • • CHORS SILL BE•CORROSION RLSISTANT, SPACED AS SHOWN ON DETAILS D INSTALLED PER IRARUF'S INSTRLJZIARS! SPECIFIED EMBEDMENT TO BASE TERIAL SHALL if BEYOND WALL DRESSING ESISG OR STUCCO. A• LOAD DURATION INCREASE IS USED IP DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS Ti fin gri-1:14PACT, NRN.IRE.A8..11t AND NON -COMPRESSIBLE MATERIALS INCMJDING BIT NOT LAVED Tj jTEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER ihISSIIIILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE .014/2017 FjORIDA E..DG. CODE & ADOPTED STANDARDS. THIS PRODUCT•pl Agt IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPPEECIF1C PRICJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG 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 8" MAX. SHORTER SIDES EQUAL LEG FRAME WINDOW WIDTH WINDOW WIDTH �zo ON 6" MAX. HEAD/SILL CORNERS 49" FLANGE WIDTH D.L OPG. 1t T _ WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 18" MAX. SHORTER SIDES TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE, TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 96" BUCK HEIGHT D.L OPG. S;CFO it II 11 I( / II it 11 fl 11 II II'/ II II flff 6" MAX. CORNERS 17" MAX. STRAIGHT SIDES DAYI ITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" WINDOW WIDTH J 1 W. WIDTH, 11 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. J WINDOW WIDTH) a=I' 3 q 2017 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 W. WIDTH —17 1 0 3 LAM GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT SERIES SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S. 3 0 U FAX. (305) 593-6592 p� 2 9 UPDATED TO 2017 MC 0 H 0 ac drawing no. W10-02 sheet 1 of 6 • 48' BUCK WIDTH D.L. OPG. 6" MAX. HEAD/SILL CORNERS 16" MAX. STRAIGHT SIDES L 11 L 1 rr , / _1L • • • FALSE MUNTINS (SURFACE APPUED) OPTIONAL • •• • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• ••.. • • • • • • • • • ♦• • • • • • • • 48' 16' MAX. 6" MAX. 16' MAX. STRAIGHT HEAD/SILL STRAIGHT SIDES CORNERS SIDES FIN FRAMES TYPICAL ELEVATIONS 96' ALTERNAAE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date 09/2 • • ✓ By Mla -'ade Product -ontro) 7 / 020 It n17 ATE OF 16" MAX. STRAIGHT SIDES FM. (305) 593-6592 0 4 9 NO CHANGE THIS SHEET UPDATED TO 2014 E0C w 9 8 6 9 P a drawing no. W10-02 sheet 1.1 of 6 ) • • • • • • •• • • • • • • • • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'YC1' GLASS TYPES b'k'D0' WIDTH (1Y) LENGTH (L.) WIDTH (1'1) LENGTH (L) EXT.(+) 114f.(-) EXT.(+) TNT.(-) 24' 23' 80,0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36' 35' 80.0 80.0 80.0 80.0 42' 36" 41' 80.0 80.0 80.0 80.0 48' 47' 80.0 80.0 80.0 80.0 54" 53' 80.0 80.0 80.0 80.0 60" 59" 80.0 80.0 80.0 80.0 61" 60' 80.0 B0.0 80.0 80.0 24" 23' 80.0 80.0 80.0 80.0 30' 29" 80.0 80.0 80.0 80.0 35" 35" 80.0 80.0 80.0 80.0 42' 48" 41' 47• 70.2 70.2 80.0 80.0 48" 47. 61.3 61.3 80.0 80.0 54" 53' 61.3 61.3 80.0 80.0 60" 59' 61.3 61.3 80.0 80.0 61' 60' 61.3 61.3 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 36' 35" 60.0 80.0 80.0 80.0 42" 60" 41" 59'70.2 70.2 80.0 80.0 48' 47' 61.3 61.3 80.0 80.0 54" 53' 54.3 54.3 725 72.5 60' 59" 48.8 48.8 65.1 65.1 61' 60" 48.8 48.8 65.1 65.1 24" 23' 80.0 80.0 80.0 80.0 30' 29" 80.0 80.0 80.0 80.0 36' 35" 80.0 80.0 80.0 80.0 42" 72. 41" 71. 70.2 70.2 60.0 80.0 48' 47' 61.3 61.3 80.0 80.0 54• 53" 54.3 54.3 72.5 72.5 60' 59' 48.8 48.8 65.1 65.1 61' 60' 48.0 48.0 64.0 64.0 24' 23" 80.0 80.0 80,0 80.0 30' 29' 80.0 80.0 80.0 80.0 36" • • • • • • 35" 78.2 78.2 80.0 80.0 • 42" g4. • • 41' •a. • • 70.0 70.0 80.0. 80.0 •• 48' 47" • • %1.3 61.3 80.0 80.0 54' • • 54.3 54.3 72.5 72.5 • 56" • •55' • 02.4 52.4 69.8 69.8 24" • ' 23' � • •• • • •".0 80.0 80.0 80.0 30' 29" 80.0 80.0 80.0 80.0 • 36' • •g7••••35' • • 6•••'S.6 75.8 80.0 80.0 65.2 80.0 80.0 • 42' • • • 41" • ••••E5.2 • 48. • • 6. 47" 60.6 60.6 80.0 80.0 49' • • • 48" • • • • • 09.6 59.6 80.0 80.0 24' • • • 23' • • • • 80.0 80.0 80A 80.0 • 30" • 29" • • of,. 00.0 80.0 80.0 80.0 76' 102' 35' 101• 74.6 74.8 80.0 80.0 • 42' • • 41" • • • • • 11b5.7 65.7 80.0 80.0 46" • • 45" • • • 59.3 59.3 80.0 80.0 24' 23" • • s 0.0 80.0 80.0 80.0 • 30• • 9' • • 80.0 80.D 80.0 80.0 36" te" • 35' 107' 73.8 73.8 80.0 B0.0 42' 41" 62.4 62.4 80.0 80.0 44" 43' 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. MASS TYPES 'C'5'C1' GLASS TYPES 'D'&131' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) IXT.(+) 1NT.(-) 24' 23" 80.0 80.0 80,0 80.0 30' 114" 29' 113" 80.0 80.0 80.0 80.0 36' 35' 73.0 73.0 80.0 80.0 41" 40" 61.4 61.4 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 30, 120' 29' 119" 80.0 80.0 80.0 80.0 36' 35' 72.4 72.4 80.0 80.0 39' 38" 65.9 65.9 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 30" 121" 29" 120" 80.0 80.0 80,0 80.0 36" 35' 72.3 72.3 80.0 80.0 39" 38" 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - P6P FLANGE DIMS. DUCK DIMS. GIAS9 TYPES 'C'8'C1" GLASS TYPES 'D'A'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) IXT.(+) 1NT.(-) 19-1/8" 18-1/8' 80.0 80.0 80.0 80.0 28-1/2" 25-1/2" 80.0 80.0 80.0 80.0 37' 26, 36' 25" 80.0 80.0 80.0 80.0 48' 47" 80.0 80.0 80.0 80.0 53-1/8" 52-1/8" 80.0 80.0 80.0 80.0 61' 60' 80.0 80.0 80.0 80.0 19-1/8" 18-1/8' 80.0 80.0 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 37' 38-3/8" 36' 37-3/8" 80.0 80.0 80.0 80.0 48- 47" 77.1 77.1 80.0 80.0 53-1/8" 61" 52-1/8" 60' 77.1 77.1 80.0 80.0, 77,1 77.1 80.0 80.0 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 37' 50-5/8" 36' 80.0 80.0 80.0 80.0 48' 47' 48-5/8" 61.3 61.3 80.0 80.0 53-1/8' 52-1/8" 58.0 58.0 77.4 77.4 61' 60' 58.0 58.0 77,4 77.4 75-1/4" 74-1/4" 58.0 58.0 77.4 77.4 93-3/4" 92-3/4" 58.0 58.0 76.5 76.5 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 26-1/y2" 25-1/2" 80.0 80.0 80.0 80.0 37"' 63' 36' 62" 80.0 .80.0 t 80.0 80.0 48" �" 47" 61.3 61.3 80.0 80.0 53-1/8" 52-1/8" 55.3 55.3 73.7 73.7 61" 60' 48.0 48.0 64.0 64.0 75-1/4" 74-1/4" 45.5 46.5 61.9 61.9 19-1/8" 18-1/8' 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 B0.0 37' 76, 36' 75' 78.9 78.9 80.0 80.0 48' 47' 61.3 61.3 80.0 80.0 53-1/8' 52-1/8" 55.3 55.3 73.7 73.7 61' 60' 48.0 48.0 84.0 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 L w 1 2{QIE: WIDTH AND LENGTH DIMENSIONS CAN SE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE )5' T'?. / BUCK DIMS )4", T ',FLANGE FRAME 1.-- FLANGE DIMS �-- BUCK DIMS a 13 L EGUAL IFS FRAMF BUCK DIMS FIN FRAMF BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 cc? PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0918.07 Ex Iratl a Date 09l 020 By ()Q,�(, pi Mara' Mara'adderoduct"06ntro( A71111111li1)7j ' D AyIgy � �P �cENSF�9?O ' 70592 le TATE OFONAL 11/111100 %•6{j ro4"v 0 0 a O U FAX (305) 593-6592 0 n 0 6 6 ND CHANGE THIS SHEET 1° A 13 3 0 0 c 9 drawing no. W10-02 sheet 2 of 6 r 3 3/16' ANN. GLASS .075" Interlayer '{ Saflex CP With PET Core By 'Eastman Chemical Co: OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlom By 'Kuraray America, Inc.' OR 090" Interlayer Trosifol PVB By 'kuraroy Americo. Inc.' 3/16" HEAT STREN'D GLASS m I 1 /1411 OM ,4r:x �� AT 1/4 PO NTS ON LITES WIDER THAN 36' GLASS TYPE 'C' ` ,7/16" OVERALL LAM. GLASS • SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 (L.M.I. & S.M.L) 3/16" HEAT STREN'D CISSS .075" Interlayer Saflex CP With PET Care By 'Eastman Chemical Co.' 0R .090" Interlayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By Kuraray America, Inc.' OR 090" Interlayer Trosifol PVB By 'kuraroy Amerlca, Inc.' --3/16" HEAT STREN'D GLASS {� 1 ®-WV1I Mr Al F ® AT 1/4 POINTS ON LITES 9 WIDER THAN 36' W GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 3/8" AIR SPACE 3/16' HEAT STREN'D GLASS • •• • • • • • •• • • • (S. M.I. ) IN ORDER TO tUALIFY }OR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C1' & 'D1' MUST BE TEMPERED. 3/16' ANN. GI ASS .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' Interlcyer Trosifol PVB By 'kuraroy America, Inc.' • • • • • • 3 • • • •!•••� • • • • • •• • • • •• • • • • • • • • GiS TYPE 'Cl' 4 O\RAIL YISUL LAM. GLASS • • • • 3/16" HEAT STREN'D GLASS • SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 • AT 1/4 PO NTS ALL SIZES 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' (L.M.I. ONLY) 5 r, 8 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 3/16" HEAT STREN'D 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 Americo, Inc.' OR _ .090" Interlayer Trosifol PVB By 'kuraroy America, Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL 8Y 'QUANEX' OR SUPER SPACER BY 'WANE(' AT 1/4 PO NTS ALL SIZES GLASS TYPE 'D1' 1" OVERALL INSUL LAM. GLASS sIu GE 1200 DOW CORNING 899 DOW CORNING 995 CONE SILICONE GE 1200 m x�g1�91DOW CORNING 899 imo „— DOW CORNING 995 • �1 OPTIONAL GLAZING DETAIL GLASS TYPES 'Cl' & 'D1' rri i, 11 1 PRODUCT REVISED as complying with the Florida Building Code NOA—No. - 17-0918.07 rat l • n Date D9/22/2020 8 F 4s c 5 5 UPDATfl TO TO % FBC 9 5 drawing no, W10-02 sheet 3 of 6 • • • • • ••• • • • • • • •• • •• • • • • • • • • • •• • • • ' TYPICAL INSTALLATION DETAILS AL-FAROOQ CORPORATION (a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264-8100 FAX. (305) 262-6978 �r COMP-ANL\W10-02CGI) THESE -DETAILS -ARE .TYPICAL ON ALL FOUR SIDES OF WINDOW V L -- INSTALIATION DETAILS THRU 1X' I' —WOOD BUCKS INTO CONCRETE FLANGE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE TYPICAL ANCHORS INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE 1/4' MAX. INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE SEE ELEV. SHIMS j1 II '1I �j Ij 26Y WOOD BUCK FOR SPACING OR WOOD STRUCTURE TYPICAL ANCHORS METAL STRUCTURE E3 Ij Ij li II M2 15 1 �S SEE ELEV. FOR SPACING ; M2 TYPICAL ANCHORS 5� ��. © S2 111 1 �" FOR SPACING Et v i � y I ° S2 MIN_ �mII • vi J 3 a 0 3 n �. Gj W CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 WOOD 9 ° 1BY BUCK TYPICAL AhrCHORS SEE ELEV. ^ FOR SPACING E3 I� Ij jl jl j j M2 ' a E1 E3 - 1/4" MAX. EQUAL LEG EQUAL LEG SHIMS EQUAL LEG < . EQUAL LEG a 2BY WOOD BUCK M2 METAL CDI AlOR WOOD STRUCTURE C STRUCTURE E3 II jj TYPICAL ANCHORS !i li /1 i - SEE ELEV. , N FOR SPACING ' E2 TT --naafis I� • i' 1 J ri u__ Fa °M3 Ili; .-----�� TYPICPL t,1 �1 a 0 C 1 o o 2 NO CHANCE THIS SHEET UPDATED TO 2014 FDC NO CHANCE THIS SHEET UPDATED TO 2017 FDC �ti © ANCHORS.aTT SEE ELEV. FOR SPACING 'v '• • 1 • • WOOD ". " 9 _•" • • ' • • • °. iM • BUCK •"I > TYPICAL ANCHORS SEE ELEV.• • • TOR SPACING • • • © 7Ypl®ANCHORS I I SEE ELEY. FOR SPACING E3� PRODUCT REVISED • • • • • • as complying with the Florida • • • Building Code • NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. a • • • • • • • • • • Expiration Data 09/22/2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o r N o .'j 6 t2. `.=. S PICAL•[ C dR5: SEE v+=IV.SPACING e / i Jig. AND TRANSFER THEM TO THE BUILDING STRUCTURE. r ��r ll. 1‘4" DIA _ICN(IK-CON II BY 'HIM' (Fu=163 KSI, Fy=157 KSI) Mlami-Da 2 o C a W u •1,/4" DLA. 111 ON:BY ' ELCQ •(� � i7 icsl, Fy=155 Ksi) i114 SMS OR SFI F DRII I LNG SCREWS. (GRADE 2 cRS) -I A _� ```111 i 1 i 111 TIT77� x`r-„„ C b C s I ' A ._„,� I�*0 2BY WOOD BQCRS 0R WOOD•91IUJCTURES 1.1/2" MIN. PENETRATION INTQ•1VpQJ EAD/SILL/JAMBS) • •T�IRU 1BY BUCKS IN�'0 CONC.•(�2•l S 1-1/4" MI*. •E�iPF�•IN70 CONCRETE �H D/SILL/JAMBS) 1-1/4" MIN.•EMBEDRNTO BLOCKS LAMBS) • • • •DIRECTLY INTO CONCRETE OR BLOCKS • 1-1/4" NIIIt:E�tAE):NTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) INTO MAMI-DARE 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 THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO CONCRETE AND MASONRY = 2-1/2" MIN. .... �� INTO WOOD STRUCTURE = 1" MIN. ( ) •7 1 } �� C�!1 INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL 0R JAMBS SO a 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. - • • ii • ,i�Ci.. ,/7ysl� �••••"V � I '..�-v2 * = 1 X_ TE OF : 4p, OR1OP`, •' �� '' (9\� NAL 1� \` drawing no. W1 0-02 sheet 4 of 6 • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • TYPICAL INSTATTATION DETAILS AL-FAROOQ CORPORATION a ENGINEERS e& PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) C TEL (305) 284 8100 FAX. (305) 262-6978 COMP—ANL\W10-02CGI) THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR TYPICAL ANCHORS 1/4" MAX. III SEE ELEV. 28Y WOOD BUCK FOR SPACING OR WOOD STRUCTURE SHIMS TYPICAL ANCHORS METAL STRUCTURE BS rfill ILJI�,p ® A3 �� S 3\ SEE ELEV. FOR SPACING a v : ® S ELEV.NCHORS ® tr h 1111111 y �T- M7 1 FOR SPACING 11� C 3 I ME m winaigillFil SERIES SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.)11 CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 I o ® MIN. �liilipmill 111i MI L WOOD . °' tgy DUCK TYPICAL A'YCHORS OR ELEV. FOR SPACING ® ,I ® I ° a m m co = 2 3/B" MIN. 1/4" MAX BUCK HEIGHT 1/4• MAX. GAP GAP WOOD STRUCTURE NOT BY CGI 12" MIN. /� 1/2" MIN. " ,. O CZ 2 3/8" MIN. FIN FRAME M2 BACKBED s- \\\, �_ ‘• TYPICAL ANCHORS: SEE ELEV. FOR SPACING Cam, `-,TCAULKNQ J� .- • #B SMS (GRADE 2 CRS) o `n do V G = aaa ❑ W l 1 0 2 2 G ` 33 V ' 2 I( 353 cwa m 03<vaanILV6sao1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES - —"-'-_- WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD (.� i, wits UEPJH SHALL BE 24i". • TIC[ Lii OF DEEPFW OR• 3'� • • • BEVELED WOODBUCII6 IS • • FRAA�6d • • �`•'• HOUSE WRAP Es E7 NOT BY CGI EXTERIOR •• • • • • • • • • • • • 11 • BUCK WIDTH BUCK WIDTH .0 • • • • • • • • • • • • • • • • • • • • • • F----- le 1 r I I MIAMI-DADE COUNTY APPROVED MUWON Fr it MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS o p yo - ''o •' h o o a w iD 0 o t • • • • • • • • • • • I iI II & MULLION ANCHORS SEE SEPARATE NOA SEE SEPARATE NOA c1 f ��S ii 1unnu l',� 1 o c o w o o �_ v° 4 Pj 5 • • I I- �. ' A� • .__.._.___._._._._. ._._._._._._._._._. PRODUCT REVISED " : • • TOS = • • • • • • • • • • • --� as complying with the Florida Building Lode = NOA-No. 17-0918.07 1 _ • • • ••• • • • TYPICAL ANCHORS SEE SPACINGELEV. Expiration Date 09l22/2020 FOR p �® hOF •Gt,� drawing no. W 1 0-02 • • -114 X 1" SMS. By %'• OR101;••'�0�: Miami ed, e P od ''�Y NAL � ‘` r YTiiiliiill sheet 5 of 6 FLANGE FRAME FLUSH FRAME/FIN FRAME GLAZING BEAD (LAM. GLASS) �.120 .500 I If GLAZING B!AD•(1. INSUL GLASS) GLAZING ANGLE (LAM. INSUL GLASS) • • • try! 065 • • t . • • • • • • • • • • • •• Y 1.550 • 1.61E • • 1 L •• •• .050_t• • • • ••• • • 1.395 •••ys •• • •••a1 • ('.- Al FIR kftPTER • • • • • • • •• • •1395 • it • • .I�.18! .G50 E • • • •• • .050 .065 • • • FLANGE ADAPTOR • • 0 FLUSH FRAME COVER M2 SCREW COVER .180 ITEM PART # QUANTITY DESCRIPTION MATERIAL MAI1F./SUPPL0R/REMARKS El CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI-119 4/ WDW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI-109 4/ WOW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI-382V AS REQD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI-124 AS REQD. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS REQD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X I/O X 1/8') 6063-T5 - M5 - 2/ LITE SETTING BLOCKS EPDIA DUROMETER 85±5 SHORE A S2 #10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL PH SMS Si/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date 09/22/2020 ray-U SERIES SENTINEL 130 ALUM FlXED WINDOW (LM.I.)(S.M NO CHANGE THIS SHEET UPDATED TO 0016 FOC COMP -ANL\W10-02CG 5 B I d 5 8 co drawing no. W10-02 (sheet 6 of 6 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) I CGI Windows and Door In 7 10100-NW 25th Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity_Hurricane Zone. [DESCRIPTION: Series "Sentinel 110"Aluminum Single Hung Window — L.M.I. — ----�-,1 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 moues, of tke $>:iklin� Off oiel. This NOA revises NOR A 15-0512.10 and consists of this page 1 and evjdenQI paw - t arld E-3, as well as approval document mentioned above. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • • •• . •• • •• • • ..• ••• •. • • • •. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED- . •.• . ... ..•• •••• •N • •jOAislo.1:7-101 OS 8 • . • E:pirativ•Da1e! Sept:ambev 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.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per 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 HurricaaeIst•Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, s�t.T•gned cl stal1dby.1im4 J. Abraham, P.E. (Submitted under NOA No.10-05.0.14). : G y•,:if� Manurel P ez, .E. • • • • t.„,• J red¢ct Ce:toro4 a finer ••• : • : : •• NpArio. •-1018.08 • • EEiratlbeDate•. Sep -Wilber r/2, 2020 Approval Date: December 21, 2017 E-1 • • • • • • • • • • • • •• • • • • • • • • • • • • • • A • • • • • • • • • • • • • • • • • • • • • • • • • • • 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 Al-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 (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to• OG4 •lViiclo : s 8r. Doom for their Series "Sentinel 110" Aluminum Single Hung Wirfdow appr4yCd•Qn 02/05/15 and expiring on 09/22/20. E-2 • • • • • • • ManueVPerq±, P.E. • • •1.� • •lirodu&t Cd' 1t of aminer • • • • • i i • • NQA N 17-1018.08 •• Eipiratio■ bats: Sept:mbet12, 2020 Approval Date: December 21, 2017 ••• • • • • •04 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 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.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. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 09/29/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 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. 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. E-3 • • . . . . .. • . • • • • •�. • P.E. miner • : • • • N4A Net-i"'J�-1018.08 •Expiration Cate: Scpten;ber 22, 2020 Approval Date: December 21, 2017 Manuel 11,4 e13roducT Z'on�s • .. • • • • 011, • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• .. • • • •• •• • • • • • • 00• • • • • • •gpjF 2VAL APPLI!S "ib•SINGLE UNriS Olft ZI�E BY SIDE COMBINATIONS • • OF 911!H./S.H. OR SINGLED HUNG WDAi WITH'OTHER MIAMI-DADE COUNTY • • •lyPEF DVED WINtItt.L}SI:IG MIAMI-•DADE COUNTY APPROVED MULLIONS • • IN BETWEEN. • LOWER DESIGN PRCSSURE FROM WIi01401WS W.R MULLION APPROVAL •• • 4I6L• APPLY TO ENTIRE SYSTEM. • ••a• •• •• THIS PRODUCT FRS BEEN DEIGNED AW TEST•D TO COMPLY WITH THE • • •I QU!EMENTS OF tit*5%4 (5TH Eor j•)fz•1• 46TH EDITION) FLORIDA • •"R.[IILDJNG, CODE INCLUDING Hill.GH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 267 WON UGfCS JC BUCK F I It �y OTHERS, MUST BE • DESIWED AND IN LEbttj.AQEQUATELY 0•411VER APPLIED PRODUCT LOADS • • • Y1•TjIE BUILDING STRUC • ANCI-RS SHALL BE CORROSION RESIST 4149FACF'O AS SHOWN ON DETAILS • • • i!Nf1Qp INSTALLED PER MANUF'S INSTRUCTIONS• SPECIFIED EMBEDMENT TO BASE • AGTENLAL SHALL BE ••BE••YO••• •ND" WALL DRBIN• •F• ITUCCO. • A LOAD DURATION iNCRtASi IS USED III DESI12Ii OF ANCHORS INTO WOOD ONLY. • ALL SHIMS TO BE HIGH IMPACT, NON -41ETA UC AID NON -COMPRESSIBLE MATERIALS INCLUDaIC• UIIj EOT UNITED It STEEL, .4ETAL SCREWS, THAT COME INTO CONTTAA�iT WITFT THER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG 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. E° MAX. HEAD/SILL CORNERS 53 1/6" FLANGE WIDTH 47 7/16" D.L.O. (FIX. UTE) 20 9/16" * * MAX. HEAD/SILL B '7 1 I I 4 i if-- 0 / II /« II •'/ II t1 II II II ` I 1 1 47 7/16" D.L.O. (VENT) 50 1/4" VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOW. t� SRE� 2. FALSE MUNTINS (SURFACE' APPLIED) OPTIONAL 5 1/2" MAX. HEAD/SILL CORNERS 52 1/8 BUCK WIDTH 47 7/16" D.L.O. (FIX. UTE) 20 9/16" MAX. ® HEAD/SILL " " 6 " O H H,(/�_�__ _ I I II l / // // / EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" FALSE MUNTINS (SURFACE APPUED) OPTIONAL 5 1/2" MAX HEAD/SILL CORNERS Q] M w M b gtnw FALSE MUNTINS z (SURFACE APPLIED) a OPTIONAL U TYPICAL ELEVATION 52 1/8" D.L.O. (FIX. LITE) 20 9/16' ** MAX. HEAD/SILL ._----I'I 7 B j�-TI ./ 1 I 1 ^ el / 7.7 47 7/16° I'RODUCF REVEL as camp(yin• with tle ibi to Building Code Acceptance No Expir6C n D VENT WIDTH FIN FRAME LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT ATE OF ({A ORIDP.•'•r0� O L- X7's SERIES SENTINEL 110 ALUM S.H. WDW. 4 8 0 8 0 1 UPDATED TO 2017 FBC 0 23 2 drawing no. W10-03 sheet 1 of 9 • �• • • • • • • EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - HP FLANGE DINS. BUCK DIMS. CLASS TYPES 'A'8'Al' GLASS TYPES 'B'Y81' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) ANT.(-) EXT.(+) ANT.(-) 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".- 36" 25" 75.0 75.0 80.0 85.0 S4913 48" :4.75.0.. 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' t . 38. 3/8 36" 37-3/8' 75.0 75.0 80.0 85.0 '...,_49'''48' " -75.0 75.0.9 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 37' 63' 36' 62' 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' 78' 36' 75' 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 53-1/0' 52-1/8" 75.0 75.0 80.0 85.0 19-I/O" 18-1/8' 75.0 75.0 80.0 65,0 26-1/2' 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. •• •• • • • •811.1AL LITES 4 - • •'� • •••• • • • • • • • • • •• • • • • • • NOTE: • GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 -�r UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DINS. MAX.TOP LITE GLASS TYPES 'ATM,' GLASS TYPES '8'8181' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) 1NT.(-) EXT.(+) ANT.(-) 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 26-1/2' 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' 38' 53-1/2' 75,0 75.0 80.0 85.0 43' 42' 45-1/4' 75.0 75.0 80.0 85.0 BUCK DIMS )9" TYP. BUCK DIMS FIN FRAMF UNEQUAL LITES (ORIEL TYPE) i'RODUCI' REVISED as complying wish the Fhwida auditing Code Acceptance TA, I of8. F.xpiration Date M1555i STATE OF • Q! kiNAL ILIIIIIIIA% m4lu SERIES SENTINEL 110 ALUM S.H. WDW. COMP-ANL\W10-03CG1 (305) 593-6592 6 0 c v UPDATED TO 2014 FDC UPDATED TO 2017 F0C 0 8 drawing no. W10-03 sheet 2 of 9 • 1/8" ANN. GLASS .075" Interlayer .419 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 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 SILICONE 3 m SIUCONE GE 1200 t GE 1CO css DOW CORNING 899 DOW CORNING 899 DOW CORNING 995 ■ .� DOW CORNING 995 I rim I r� o -ti�LP: 0 w w ®AT 1/4 POINTS ON LITE5' ®AT 1/4 POINTS ON UTES WIDER THAN 36" W WIDER THAN 36" `GLASS TYPE. GLASS TYPE 'B' 5/16"'OVERALL LAM. GLASS 5/16" OVERALL LAM. GLASS & 1/4" AIR SPACE • •• 1/4r ANN. GLASS • • •• • • • •• • • e•••• • • •a • • •• • • • • • •• • A ••••s cs •• ^ • • • •• • • • 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 'Kuraray America, Inc.' OR •.590" Interlayer Trosifol PVB By•Kuraray America, Inc.' 61/8" 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' W • M4•At 1/4 POINTS ALL SIZES • • • • GLASS TYPE 'Al' • 0.70" OVERALL INSUL LAM. CLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & '131' MUST BE TEMPERED. (L.M.I ONLY) 1/8" HEAT STREN'D 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 Americo, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS CD0111* O 0 SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R DURASEAL BY 'OUANEX' 0R SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE El' 0.70" OVERALL INSUL. LAM. GLASS PRODUCT REVISED as complying with the Florida .3uilding Cade Acccpteace No Expiration irate ��J ENS '••�4J, 92 TE OF E( t'•,• ORLDI;.•' C;\ s\NAL 0 SERIES SENTINEL 110 ALUM S.H. WDW. (L.M.I./S.M.I.) COMP-ANL\W10-03CGI v 0 23 drawing no. W10-03 sheet 3 of 9 • • • •e • • • • • FOOD BUCK 1BY • •• • • • • • •• • • • • • • ' • 1 • • • • • • \•••• .•• • • • • • • ©1 • v TYPICAL ANCHORS SEEI ELEV. FOR SPACING N. SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL �;• a.•' • • ' �� • `• .1 p EDGE • 1BY WOOD BUCK DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 8 FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23 ". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING rr MIAMI—DADE COUNTY APPROVED MULLION & 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. TAPCON BY 'ITW' (Fu=125 KSI, Fy-100 KSI) 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 DRILLING 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 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. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. PRODUCT REVISED ns computing with the Fiends 1 ni,dinu Code Acceptance No r� M.08 t3xpirarion Date It JOENS ;•V\: 0592 •TATE OF - .40 • ORIDP. •''aa �� OVAL /�1111111tt ‘u Z q w 0 S 0,4 0 cc fa o ° '. 4 o & M °log IV Z D N I. ZO f R) Q wrnf FAX. (305) 593-6592 0 6 6 it UPDATED TO 2014 FBD 5 UPDATED TO 2017 FBC drawing no. W10-03 sheet 4 of 9 1/4" MAX SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS BUCK WIDTH 0\ EXTERIOR D.L OPG. BUCK WIDTH 1 1/4"' 1BY WOOD BUCKS •.�•• • q y, • • • • • •• • 1 • • • • • • •• • • • • 0 c. 1/4" MAx FLANGE & FLANGE ADAPTOR FRAME SHIMS 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • •• • • • • • • • • • • BUCK WIDTH ••• •• •• • • • • • • • • • • • • WOOD BU WOOD STRUCTUR MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH Fr —17 #14 X 1 FH. SMS. FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED as complying wattle Fkafe& 8uildiag Cote .ceeptance No /'f lD18 OS Expiration Date - 1 • OW `\111111110 No. 70592 m 41» COMP-ANL\W10-03CG1 FAX. (305) 593-6592 00 n g8 B 8 i 8 B 0 8 8 drawing no. W10-03 sheet 5 of 9 • TYPICAL ANCHORS SEE ELEV. 1BY FOR SPACING WOOD BUCK ariffini L EDGE,.DIST. .. ir 0 k • •• • • • • • •• • • • •• • • • • • • • • • • • • • • • • •••• •• • • • • • •• • • • • ••I•1 •• 1BY WOOD BUCK SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL TYPICAL ANCHORS SEE ELEV. " FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 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. 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMITTED. EQUAL LEG FRAME I MIAMI-DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST LL d PRODIJCT REVISED °;}% cdn:plYing with the Fkddl Building Code Acceptance No-,D78.08 Expiration Date TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY _APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NCA 21) BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING n34"aU SERIES SENTINEL 110 ALUM S.H. WDW. COMP-ANL\W10-03CGI FAX. (305) 593-6592 O ` vu 6 6 R a S 6 8 a b 8 8 x S' 0 drawing no. W10-03 sheet 6 of 9 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI 0 A2 ti J TYPICAL ANCHORS SEE ELEV. FOR SPACING )I_. Adm m fir. iIU'°: II 4D • •• • • • • • • •• • • • •• •• • • • • 1•••• • • • • • • •• • • • • • • •• • • • • • •• • • • • • • • • OUSE WRAP NOT B1.060••• • It • BACKBED CAULKING SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL 0 • • 51 • I!I ! 9i • j•! ' 51 54 ••` 0 • - '�' ,=� z • •• 2 • IMAM BACKBED CAULKING WOOD STRUCTURE NOT BY CGI • TYPICAL ANCHORS SEE ELEV. FOR SPACING FIN FRAME TYPICAL ANCHORS: SEE ELEV. FOR SPACING k8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1/4" MAX. GAP 1/2" MIN. BUCK HEIGHT HOUSE WRAP NOT BY CGI 1/4" MAX. GAP 1/2" MIN. BACKBED CAULKING EXTERIOR O.L. OPG. . kODUCT REVISED vc complying with the Fhtf &$ :30i&ling Cods' -c'c0p(ence No -11 �J >:i;ir Lion date 'T�y oda C `Att 111111//t�� '� �1GBN,Se''•_ No. 70592 U 0 0 SERIES SENTINEL 110 ALUM S.H. WDW. FAX. (305) 593-6592 0 0 0 n UPDATED TO 2014 FBC 2 2 UPDATED TO 2017 FBC u S 0 C 0 drawing no. W10-03 (sheet 7 of 9 • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • •• •• •• 0 • •••• • • • • • ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REHARKS El CGI-100 1 FRAME HEAD 6063-T6 - E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 6063-T6 - E4 CGI-103 1 MEETING RAIL 6063-T6 - E5 CGI-104 1 LOCK RAIL 6063-T6 - E6 CGI-105 1 HANDLE RAIL 6063-T6 - E7 CGI-106 2 SASH RAIL 6063-T6 - E8 CGI-107 AS READ. 5/16' GLAZING BEAD 6063-T5 - E9 CGI-108 AS REDO. 0.700' GLAZING BEAD 6063-T5 - E10 CGI-109 AS REOD. FRONT FLANGE ADAPTOR 6063-T6 - El1 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 REQD. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CCI-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 80t5 SHORE A M9 SUPER BOOST 2/ WOW. SPIRAL BALANCE - BSI 0R EQUIV. M10 - 2/ WOW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. M11 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1/ WOW. EGRESS LOCK ALUM. SULLNAN M13 CGI-131 2/ WOW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. M15 COI-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 CR 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 # 10 X 1 1/4' LC. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - S4 - 4/ WDW. # 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. FH. SMS. 0 CGI-133 & CAM LOCK - - • PRODUCT REVISED ,.s complying with Bib Mfg& yuildmg Oat. • :Acceptance Ne )7 4O / • • • • •• i.-ispiration Date • • • • • • • • • Et P.?ian�ti�ade Pr: \1111111 / 70592 TATE OF 6g 0121DP.•''�i�l, /ONAL I/I11111\% 6 0 SERIES SENTINEL 110 ALUM S.H. WDW. (L.M.I./S.M.I.) FAX (305) 593-6592 0 n 8 5t 0 A 61 8 0 S • drawing no. W10-03 sheet 8 of 9 Ire1-.065 FRAME FRAME / r , TOP BOTTOM / ► CORNERle CORNER II ii e'Y 111 Ir j ((, t ii ' 1110 CD 52 ,aoDuCT Ruildizg complying �� {:." REVISED with Code VENT VENT TOP VENT BOTTOM the Florida CORNER CORNER y '�, / 11111111I 92 S2 //// �1 ll7 �� COMP—ANL\W10-03CGI�I 2.505 2.505 1.745 1.550 1.680 i AL—FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305)264-8100 FAX. (305) 2626978 P 745 .00. O65 TYP. .81, 1.245 745 d , 065 ;YP. .811 '05° L1.395 Cr.) NAIL FIN ADAPTER E12 FLANGE 1.015 FRAME I� HEAD 0FLUSH 1.015 1- FRAME HEAD 1.583 1.583 1.007 r O65 .745 O65 368 nP. 2.113 1.015 3.675 1.429 1 3.175 3.175 SERIES SENTINEL 110 ALUM S.H. WDW. (L.M.I./S.M.I.), CGI Windows and Doors, Inc. 1 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 E4 MEETING 1.220 RAIL 1.000 .500 .500 I-- - 1.220 1{ 2.505 0E2 FLUSH FRAME SILL 2.505 FLANGE FRAME SILL 1.043 MI��1,,�/" 788 1.301 .500 1.301-� ES .065 NP' 1.015 LOCK RAIL li 2.440 .065 2.440 .065 TYP. toIts P tots 2.195 • • • • f••• •' 45 .745 c y N0 CHANGE IRS SHEET UPDATED TO 2014 ESC I NO CHANGE THIS SHEET 11 UPDATED TO 2017 F9C • • 2.846 • • • O • FLANGE •RAME •AMB • • E3 FLUSH 2.346 FRAME JAMB 1.043 1.892 065 7yp. • • I. • .490-j--'I • • .120 �j .705 1 .700" 050 TYP. .e64 F- GLAZING BEAD a • I • • • • .705 • 8 •••cf• • • • Ea ! 5/16" GLAANG 0 Typ. I• ;;;f BEAD ••••� III Es 1.015 HAND - RAIL cYo .� 2 2 0 0 c m o 0 1.395 ,74 [date: 02-02-10 11 Hale: 1/2' - 1' 1 [dr. by: ,l [chk. by: 1J • i • • • • • • • •• • • -"j • • I -1.395 • • . 18a •• • • • .449 ___IL` 1.450 `y Esnnotan Dam 'f 16• a `` JY":. s�•_qo_ ,' 'Q.•' �GENgF 180 P.41a. Dade Product - �� N . 70592 -) 1.025 .065 1.015 .550 it FLANGE .050J i ADAPTOR • . - ® '•. S TE OF ' �/4. Ylllllllet�1`1y‘ .060r 79 SCREW ..>-1.413 COVER .050� ~, .065 0 FLUSH FRAME COVER 0 SASH RAIL sheet 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECGI Windows`and'Doors, Inc. 7 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 Mimi -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the -High -Velocity -Hurricane Zone.. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. m is m i d a d e. gov/e c o n o m v .-iDESCRIP.T-ION: Series "238" Outswing Aluminum Casement Window - L.M.I7 AP ROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Abroad, 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 thq request ore $adlcin Official. This NOA revises and renews NOA No. 15-0512.19 and consists tof thq ppgc l: actdrvidettc.e pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. • • • • • • • • • • The submitted documentation was reviewed by Manuel Perez, P.E. • ••• • •.• •.• •.. • • • 4 . • . . ••• •: • • • •••• �:NOANoe17-0 81) • • • •• • •• •• • .. .. • • Exphratioti Date: *October 26, 2023 Approval Date: November 30, 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. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per F13C, 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, and TAS 202-94 along with marked —up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certi ittl It:tipg;Levr:tgrigg,•Test Report No. CTL-3009WB, dated 03/24/14, signed and saated�•y.anaesli C. real, P.E. •• (Submitted under NOA # 14-0506.01) ••`�••'••' ••• •• cw . ... . ... Ac uel'e E. PXdduct Contrdl E • : mer • • . :. : : : • r o No;17-0918.11 • • Expiratioi Date: Uctoter 26, 2023 Approval Date: November 30, 2017 •.• . ....... . •• . . • . . . • • • . •.. • • • • • . • . . • • • . • ..• .. . • . .. .. ... . •• •• ... • • E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, H i;TI-08-4287 and HETI.07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) E-2 • .. ... . . . . . .. •• ... ••• lb1$flu8Ckere • •' • ,? ; Pa'oduut c3 ntr41 Ex min r • • • " ' • • NOB.•No:27-1f918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 ... . . . • .. • . . . . . . • . • • • .•. . . . • . . • • . . . . . • .. .. • . . .• •. ... . . • ... • . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIIT'IED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and E1 L-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex RP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. E--3 .. .... . • .. .. . • . • _. . . .• atitlfr Manuel rere . ''.E. .•. •i• ••. P?olluctt bt E. • rI ner • . . ; (NO).No:171'18.11 • • Exp' dtid& Date: MOW 26, 2023 Approval Date: November 30, 2017 ... . • . . ... • • . . • . . . • . . ... . • • .. .. • • • .. • ... . . . ... . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 55th Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506 01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. H'I'L-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. I-WTI-08-2143, HETI-08-2144, HF,TI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. E-4 .. ... .. • •. •. . • . • • • • . .. .•• •• . • • •• • . ••• �-C' • nue:e'er • . . • . . • Prod•uct dontrs1 Ex :�er • •• •• • • NOt1 Not • 17-08.11 Expiration Date: October 26, 2023 • • • •Approyai.Ditei November 30, 2017 • . • • • • • . . ... . • . • . . • • • • • •• •. . • •• •. ... . . . . . . . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by A1-Farooq Corporation, 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. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of confoiniance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 30, 2017, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to 'CUt vMdels and Doors, Inc. for their Series "238" Outswing Aluminum Casemtat nittQw.-;IQM.I.,•Q..pproved on •• ••• •• • • • • 09/17/15 and expiring on 10/26/18. E — 5 • meue • • n� rer r r;. • Prod►rct (�ontrsl Ezer • •• •• • •• NOX Noi 17-0 18.11 Expiration Date: October 26, 2023 • • • •Appgova1.Da .e: November 30, 2017 •• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • •• ••• • • • • • • • .• GENERAL WINDOW SECTIONS FLANGE FRAME AT IMPACT WINDOWS ONLY EXTERIOR • •• • ' • • • •• • •• • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • ••••INSTRUCilOt•S• • • • • • • USF• CH iIIS F0W2* .•AL.i• • • •• STEP 1 STEP 2 JEEP 3 DETERMINE 05510N someway #GpWREMENT BASED ON WIND VELOCITY, BLDG. HI5GHT, WIND ZONE USING APPU66AB.E ASCE07•Sj1 njl9. '.e.,r•� t�•y,'n" SH 3 AN FOR DESIGN LOAD CAPACITY OFl to1REDD C. SS•SRE/i='PE USING CHAR} ON SHEET 8•SELECT ♦ANCHOR OPTXI4 1RIR 11061E N•RATING MORE THAN DESGN LOAD SPECIFIED IN STEP 1 N1ONE IF ALUMINUM BUCK 5r5ILM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES / WINDOW WIDTH VENT WIDTH WW-2" D.L OPG. ♦ 8' MAX.; TYP. HEAD/SILL CORNERS ♦ ' 11 I 11'. SURFACE APPLIED FALSE NUNTINS OPTIONAL MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WOW. HEIGHT LOCK POINTS 42' 2 83' 84' 4 NOTES' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6711 EDR1ON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALUC AND NON -COMPRESSIBLE. 11\ © 1 _ �_ 24'.. MAX. TYP. AT HEAD/SILL TYPICAL ELEVATION A.� (FLANGE FRAME) MULTIPOINT LOCK," BY INTERLOCK ACT. TO CAM LOCKS MAX WOW, HEIGHT LOCK POINTS 38' 2 58' 74' 4 84' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WM1 OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS INS PRODUCT APPROVAL 15 GENERIC •AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEOUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE 70 BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL FOR MUWON/MULTIPLE UNITS, REFER TO SEPARATE CC! MUWON N.O.A. c 0:i ?.^17 PRODUCT REVISED a• complying with the Florida Buliding Cod• NOA-No. 17-0918.11 Expiration Oats 10128/2023 By Miam z L N og— z. OtRp ()Egg otag oo'b k1w6. QbmE g 3 0 • 0 g drawing no. W98-100 sheet 1 of 7 • • • • • • • • • •••• • • •• SNUBBER AT IMPACT WINDOWS ONLY WINDOW WIDTH • • • EXTERIOR • • • • •• • •• • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • •• • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • GENERAL WTNT)OW SECTIONS EQUAL LEG FRAME o aW W 8 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. j CAM LOCKS 2 LOCK POINTS ALL SIZES --r Emmo i ill WINDOW WIDTH MAXIM MULTI POINT LOCK BY TRUTH' ALT. TO CAM LOCKS MAX. WOW. HEIGHT 42' 63' 84' LOCK POINTS 2 3 PRODUCT REVISED as complying with the Florida Building Code NOMNo. 17-0918.11 Expiration Date 10126/2023 By Mia SURFACE APPLIED FALSE HUNTINS OPTIONAL 24' MAX TYP. AT HEAD/SILL MAX WOW. HOGHT LOCK POINTS 38' 2 56' 3 74' 4 84' 5 TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCI( BY 'INTERLOCK' ALT. TO CAM LOCKS SE? U c 0 FA. (305) 593-6592 drawing no. W98-100 7 • • • •• •••• • • • • • ••• • •••• • •••• • •• • • • • VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EOUN. •• ■• •• • •0 •• • FRAME CORNER O CORNER KEY .060 THICK ST. STEEL (7, CORNER KEY .062 THICK ALUMINUM 2.075 O FLANGE FRAME 2.075 .788 1.057 2.465 2.715 .080 TYP. fA EQUAL LEG FRAME 11EM PART / QUANTITY DESCRIPTION YATXRTAL MANF./SUPPLISR/RE0UP.RB 1 C01-373 4 FLANGE FRAME 6063-T8 INDALEX 0R EDW. 1A 001-347 4 EQUAL LEG FRAME 6063-T5 INDALEX OR EQUIV. 2 COI-378 4 VENT (5/16' LAM. CLASS) 8063-T6 IND. FX OR EIXXV. 28 CGI-381 4 VENT (INSUL UM. CLASS) 6063-T6 INDALEX OR EOM. 2C CGI-365 4 VENT (7/16' L49. GLASS) 6063-16 INDALEX 0R EOUV. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A C 1-396 4 SQUARE GLAZING BEAD 8063-T5 INDALEX OR EOUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 DECK CORNER KEY ST. STEEL - 6 AP-425 AS RE00. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0250-K-190 AS RE00. VENT WEATHERSTRIPPING - SCHLEGEL 0-LON 6 35-10-00-101 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH. ATTACHED W/ (8) /8 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LACK STEEL TRUTH. ATTACHES) W/ (2) 18 X 3/8' SMS 9A - 1/ MT MLITT POOR LOCK - TRUTH ' 96 - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK L000 KEEPER. AT FRAME AMID FACING LOCK STEEL C01. ATTACHED W/ (2) #10 X 3/8' SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH. ATTACHED W/ (2) j8 X 3/8' SS SMS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 / OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (2) 18 X 3/13. S5 SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4' SS SMS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/28/2023 By Miamu on G.t? r--1.757 1 - .090 TYP, 1.875 vri ---3.222- 720 L438 O VENF 5/16' LAM. CLA55) ® VENT (INSUL_ LAM. GLASS) O VENT (7/15' LAM. GLASS) 5 45 ZJ� Q S U O CGI-375: OGEE GLAZING STOP .753 .ao a .617 3OA CGI-396: SQUARE GLAZING STOP j 2017 VAAP 9&42 s` `s F A 3 3 (sheet 2 of 7 • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • 1/8" ANN. GLASS .090" Saflex Clear And Color Gloss By 'Eastman Chemical Ca.' INTERLAYERS- _ .090" Trasifol PVB By 'Kuroroy America, Inc.' 1/8" ANN. GLASS 5/16" NOMINAL L GLASS TYPE • •• • •• •• •• •• • •• •• SILICONE GE-1200 DOW 995 DOW B99 1 3/16" ANN. GLASS _ .075" Saflex CO With PET Core By 'Eastman Chemical Co: .090" Saflex Clear And Color Glass Dy 'Eastman Chemical Co.' INTERLAYERS- .090" SentryGlas By Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 3/16" ANN. GLASS 7/16" NOMINAL GLASS TYPE '3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUIIEH5 REQUIRED REFER TO SHEETS 6 THEN 7 FOR INSTALLATION DETALS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '9' FT/CS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 20' 110.0 194.3 110.0 195.0 110.0 195.0 24' 110.0 161.9 110.0 195.0 110.0 195.0 28' 110.0 138.8 110.0 195.0 110.0 195.0 30" 110.0 129.5 110.0 195.0 110.0 195.0 32' 36" 110.0 121.4 110.0 195.0 110.0 195.0 30 107.9 107.9 110.0 195.0 110.0 195.0 40' 97.1 97.1 110.0 195.0 110.0 120.0 42' 92.5 92.5 110.0 120.0 60.0 60.0 20" 110.0 166.5 110.0 195.0 110.0 195.0 24" 110.0 138.5 110.0 195.0 110.0 195.0 25" 110.0 118.9 110.0 195.0 110.0 195.0 30' 110.0 111.0 110.0 195.0 110.0 195.0 32' 42" 104.1 104.1 110.0 195.0 110.0 120.0 36' 92.5 92.5 110.0 120.0 110.0 120.0 40" 83.3 83.3 110.0 120.0 110.0 120.0 •••••• 42' • • • 79.3 • 79.3• • 110.0 120.0 60.0 60.0 20' 110.0 1 140.7 4110.0 195,0 110.0 195.0 24" • • 110.0 721.4 110.0 195.0 110.0 195.0 28" • • 103.6 • 104.1 14110.0 195.0 110.0 120.0 30' •48' 97.1 •• • e1•• • 10.0 195.0 110.0 120.0 91.1 91.1 • 110.0 120.0 110.0 120.0 32' 36" Ito*. 80.9 •AB • • 10.0 120.0 110.0 120.0 40' • ••••• 72.8 •= ..,4110.0 120.0 110.0 120.0 42' 89.4 69.4 110.0 120.0 60.0 60.0 20" ••• • 110.0 110.0 195.0 110.0 195.0 • 24' • • • •htfa • 98.0 4044 • • 110.0 195.0 110.0 195.0 28" 88.2 92.5 110.0 120.0 110.0 120.0 30" t•.-- 84.4 • •E13• • 110.0 120.0 110.0 120.0 32" ( 54 • 80.9 • 64/490 • • 10.0 120.0 110.0 120.0 3s" • 71.9 71.9•,• 110.0 120.0 110.0 120.0 R.40� 42" a • • , • ` "64.8-', 6.103 •110.0 120.0 110.0 120.0 61.7 •1.7 010.0 120.0 60.0 60.0 • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SILICONE GE-1200 DOW 995 DOW 899 -3/16" HEAT STREW) GLASS _ .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass INTERLAYERS- - By 'Eastman Chemical Co.' .090" SentryGlas By Kuraray America, Inc.' _ .090" Trosifol PVB By 'Kuraray America, Inc.' 3/16" HFAT STREN'D GLASS 7/16" NOMINAL GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER 1O SHEETS 5 THRU 7 FOR INSTA11AT10N. OETAAS SILICONE GE-1200 DOW 995 DOW 899 SQUARE BEAD 0P110NAL ALL CLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 11.190 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) ocr. (+) 1 gr. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) EXT. (*) 1NT. (-) 20" 24" 28" 30" 32' 36' 40" 42' 80' 98.8 112.6 110.0 195.0 110.0 195.0 85.8 95.4 110.0 195.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42' 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110,0 195.0 110.0 195.0 110.0 128.1 110.0 195.0 * 110.0 195.0 * 70.2 72.8 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 60.0 60.0 60.D 60.0 60.0 60.0 60.0 60.0 19-1/8" 26-1/2" 37' 42- 38-3/8' 110.0 190.6 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 20' 24' 28" 30" 32' 36" 40" 66" 86.7 86.7 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 64.2 64.2 110.0 120.0 110.0 120.0 60.6 60.6 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42' 50-5/5" 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 57.5 57.5 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24' 28" 30" 32" 36' 72' 66.4 66.4 110.0 195.0 110.0 120.0 19-1/8" 28-1/2' 37' 42" 63" 98.7 104.2 110.0 195.0 110.0 195.0 74.9 77.9 110.0 , 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 56.1 56.1 110.0 120.0 110.0 120.0 48.9 48.9 110.0 120.0 110.0 120.0 46.0 46.0 110.0 120.0 110.0 120.0 19-1/8" 26-1/2' 37" 74-1/4' 63.0 63.0 110.0 195.0 110.0 120.0 46.6 46.6 110,0 120.0 110.0 120.0 59,8 59.8 59.8 59.8 43.6 43.6 110.0 120.0 110.0 120.0 37' 77" 56.3 56.3 56.3 58.3 60.0 60.0 60.0 60.0 32" 36" 76' 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 20' 24' 26" 30' 32' 78" 52.0 52.0 110.0 120.0 110.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 20' 24" 28' 30' 32' 84" 41.5 41.5 110.0 120.0 110.0 120.0 34.9 34.9 110.0 120.0 110.0 120.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48.3 48.3 46.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 98 15 USED ** ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 PRODUCT REVISED es complying with the Florida Building Code NOA-No, 17-0918.11 Expiration Date 101 .12023 By Miami Dade Product Co MD 0 OF 4 ioNAL flI11111WT SERIES-238 ALUM OUTSWING CASEMENT WDW. FAX. (305) 593-6592 8 0 Y 0 4 2 B c 52 drawing no. W98-100 sheet 3 of 7 1/8' TEMP. GLASS AIR SPACE 1/8" ANN. GLASS .075' Sofles CP With PET Core - By 'Eastman Chemical Co.' .090" Sofles Clear And Color Class - IMTERLAYERS By 'Eastmon Chemical Co.' _ .090" SentryGlas By 'Kureray America. Inc.' _ .090' Trosuol PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE DE-12W DOW 995 DOW 899 XL EDGE SPACER XL EDGE SPACER ST. STEEL BY 'CARDINAL' SETTING BLOCKS ST. STEEL 8Y 'CARDINAL' OR 2/ LITE 0R DURASEAL BY 'QUMEX' EPDM DURASEAL 8Y 'QWNEX' OR DUROMETER 85*5 OR SUPER SPACER BY 'OUANEX' 3/4" INSULATED GLASS TYPE '2A' • • •• • • • • • • • • • 6• • • • • • • • • • 6 • 1/8' TEMP. GLASS AIR SPACE 1/8' TEMP. GLASS INTERLAYERS- .075' Sees CP With PET Core - By 'Eastman Chemical Co.' .090" Sofles Clear Arrd Color Class By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraroy Americo. Inc.' .090" TroeHol PVB By 'Kuraroy America, Inc.' .1/8' TEMP. GLASS SUPER SPACER BY 'DUANEX' 3/4" INSULATED GLASS TYPE '3A' SILICONE GE-1200 DOW 995 DOW 899 SETTING BLOCKS 2/ L1TE EPDM DUROMETER 85±5 PERFORMANCE VALUES OF DAPACT RESISTANT WINDOWS NO 511UTILF3 REWIRED REFER TO SHEETS 5 RAU 7 FOR NSGLLATION 0E1MS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO 511UDD15 MUM REFER TO SHEETS 5 Tt8U 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS N0 SHUTTERS 0IDOI3FD REFER TO S!EETS 5 7NRJ 7 FOR 66TM.400N DETAILS 911420W DIMS. GLASS TYPE '2A' GLASS TYPE '35' WINDOW DIMS. GLASS TYPE '23' GLASS TYPR 'OA' WINDOW DIMS. GLIM TYPE '23' GLL9E TYPE '33' WIDTH HEIGHT EXT. (+) 1KT. (-) DR. (+) INT. (-) W10TH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1Kr. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) IPT. (+) 1NT. (-) 20' 24' 25' 30' 32' 36' 40' • 42' 36' 6 • • • • • • • 110.0 194.3 110.0 195.0 20' 24' 28' 36' 32' 36' 40' 42' �, 98.8 112.6 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 110.0 181.9 110.0 195.0 65.8 95.4 110.0 120.0 26-1/2' 110.0 203.0 110.0 195.0 110.0 136.9 110.0 195.0 76.7 83.3 110.0 120.0 37' 26 110.0 145.4 110.0 195.0 110.0 129,5 110.0 195.0 73.2 77.7 110.0 120.0 42' 110.0 128.1 110.0 195.0 * 110.0 121.4 110.0 195.0 70.2 72.8 110.0 120.0 19-1/9' 110.0 190.6 110.0 195.0 107.9 107.9 110.0 195.0 64.8 64.8 110.0 120.0 26-1/2' 38-3/8" 110.0 137.5 110.0 195.0 97.1 97.1 110.0 120.0 60.0 60.0 - - - 37' 98.5 95.5 110.0 120.0 92.5 • 92.% • 110.0 120.0 60.0 60.0 - - 42" 86.8 88.8 110.0 120.0 20' 24' • 110.0 1 166.5 8110.0 195.0 20' 24' 28' 30' 32" 36' 40' 66' 86.7 66.7 110.0 169.0 19-1/5' 110.0 144.5 110.0 195.0 110.0 .35.8 0110.0 195.0 73.4 73.4 110.0 120.0 26-1/2" 50-5/8• 98.7 104.3 110.0 195.0 28' 30' 32' 36' 40' • 42' • • • 42' • • • • • • • • • 110.0 9 118.9 0110.0 195.0 54.2 642 110.0 120.0 37' 74.7 74,7 110.0 120.0 110.0 • 116,0 •I10.0 195.0 60.8 50.6 110.0 118.2 42' 65.8 85.8 110.0 120.0 104.1 • IA.? • •110.0 120.0 57.5 57.5 110.0 112.2 19-1/8' 96,7 104.2 110.0 195.0 92.5 •9.5 • •110.0 120.0 60.0 50A - - 26-1/2" 74.9 77.9 110.0 120.0 83.3 • : 3. � i IOA 120.0 60.0 WAWA- - 37" �� 80.0 60.0 110.0 117.0 79.3 79•.3• 110.0 120.0 20' 24" 25' 30' 32' 36' 72, 68.4 66.4 110.0 120.0 42" 60.0 60.0 - - 20" 24" • 28' 30' 32' 38' 40' 42' • • • • • • • • • • • • • 1100 1146.10 • 1140 195.0 58.1 58.1 109.3 109.3 19-1/8" 83.0 83.0 110.0 120.0 110.0 47•).4 • 6110.0 195.0 48.9 48.9 95.3 95.3 28-1/2' 74-1/4' 46.6 48.6 90.9 90.9 104.1 104.1 110.0 120.0 46.0 46.0 89.8 89.8 37" 59.8 59.8 - 97.1 • •O.* • 0110.0 120.0 43.6 43.6 85.0 85.0 37' 77' 56.3 56.3 - - 91.1 I •til.)1 "110.0 120.0 60.0 80.0 - - * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 98 IS USED ** SIZE 37' X 77' APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: • LOAD/AREA OMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT.111 n n -1 05 n DCC - 1 n nn Cn CT 809 80.9 110.0 1204 32' 36" 75" 80.0 60.0 - - • 72D • 7�.f} • 4110,0 1204 50.0 60.0 - - 69.4 069.4 •110.0 120.0 20' 24' 28" 32' 713 52.0 52.0 101.3 101.3 20' • + 24' 28' 30" 32' 36' 40' 42' • S4" 110.0 129.5 110.0 195.0 43.8 43.8 85.4 85.4 98.0 107.9 110.0 195.0 36.1 381 74.3 74.3 92.5 925 110.0 1200 BOA 60.0 - - 84.4 86.3 110.0 120.0 20' 24' 2e" 30' 32' 54' 41.5 41.5 80,5 80.8 80.9 80.9 110.0 120.0 34,9 34.9 88.0 58.0 719 71.9 110.0 120.0 54,5 54.5 - - 64,8 64.8 110.0 120.0 512 512 - - 51.7 61.7 110.0 120.0 48.3 483 - - SQUARE BEAD OPTIONAL ALL GLASS TYPES PRODUCT REVISED as eomplying with the Rortda Building Code NOA-No. 1T-0918.11 Expiration Date 10l28f2023 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SE? 0S2817 3 A drawing no. W98-100 sheet 4of 7 SEALANT • 1' /AN. 2-1/2' MIN. INSTALLATION TYPE '1' INS.TAT,I AI1QI GQNDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PER FORMANCE,vALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/6' 2 1/8" j WOOD BUCK TYPE '1' MATFRIAI , PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT • • .1' MIN. 2-1/2' MM. INSTALLATION TYPE '2' 2 1/8' MIN. WOOD BUCK TYPE '2' MATFRUI• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEALANT • • • • • •• • I l'•ulN. •••• INSIAL.LATION TYPF.. j'• • WOOD BUCK TYPE '3' • • • • • • •• •••• • TYPICAL* WiiANATION DETAIL AN ALL FQtr,„;IQES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8' y • 60..• • •TltIQ<1 11LLATION BY OTHERS •• •• • • 2 7/8' MATFRW • PRESSURE TREATED • • • •• • • • ALUM CHANNEL • • • 3/4" X 1' X 3/4' X 1/8' • • 2-1/2' LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACNG SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS 1' MIN. 2 1/8' MIN. INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATFRILL• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALT, ANCHOR LOCATION WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURE 1/8' THK MIN. ATTACHMENT TO MRAL STRUCTURE$ LL_ -1/8' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMFNL ]D APPROVED MULLION$ PRODUCT REVISED aBus idwing Codemplying with the Fbrlda NOA-No. 17-0918.11 Ex Ira on Dat• 10/26/2023 By Mom t Cdn 1 .i1^1111111NI'' ' 70502 • E'032317 'PNAL CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593-6590 FAX. (305) 593-6592 0 c v 3 o 2� s 3 a 3 1 r-1 ji drawing no. W98-100 sheet 5 of 7 • • • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR 'ASCRIPTION INSTALLATION TYPE '1' WOOD BUCK TYPE '1' M STEmM• PRESSURE TREATED TYPICAL IN.STA(i AWN DFTABI ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTON INSTALLATION TYPE '2' 2 1/8' MIN. WOOD BUCK TYPE '2' . IMI& PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION �..ifitha • ,• '• '• ► Iiggr 1 3/8' a:. • • 2 7/8' ••• •4.• • BUCK INSTALLATION 01. OTHERS •••• • • •••• INSTALLATION TYPE•''• • • • • WOOD BUCK TYPE '3' 1691ESZL: PRESSURE TREATED • TYPICiL. INJtAI♦LATION DETAIL (ON ALL FOUR SIDES/USING WOOD • WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTOR • a BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' TYPICAL INSTALLATION DETAI(, 2 1/8- MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/6' THK. MIN. ATTACHMENT TO METAL STRUCTURES r1/6' MIN. L__ r TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida WOOD BUCK TYPE '4' Building Code MATERIAI • PRESSURE TREATED NOA-No. 17-0818.11 Espiretion Data 1012 /2023 ON ALL FOUR SIDES/USING WOOQ M em c:.?p<32a17 TEOF /,'?`OVAtL L 6 drawing no. W98-100 (sheet 5.1 of 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • U\ n•� g " PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER 10 SHEET 5 FOR DETAILS ANCHORS W/0 SFIELR CLAP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCH0R5 lam SHEAR CLIP ANCHORS 11/0 SHEAR CLIP ANCHORS Tali MBAR CLAP TLNDOT DM. IT 17' 0.C. AT 10" 0.C. AT it 0.C. AT 10' 0.C. WINDOW DUO. 1T 17" 0.f AT 1D" 0.C. AT 17" D.C. AT 10" 0.c. WINDOW Dna. AT 1?" 0.C. AT 10' O.C. AT 17' D.C. AT 10" 0.C. Z q • 0a r F a� C O rQ{ pry rl S LV ft0. GGGp1111u 4. O N V (d Q 0 or < q 0 ,� Q �r N Rm G 112 -� a �,1 To j 0 p u WOTH HEIGHT E T.(+)/MT.(-) E1R.(+)/94T.(-) EOR.(+)/INT.(-) ExT.(+)/INT.(-) mitt HEIGHT ERT.(+)/INT.(-) EXT.(+)/INT•(-) EXT.(+)/MT.(-) Lxr.(+)/INT.(-) WIDTH HEIGHT E7T.(4)/80.(-) Exr.(+)/1NT.(-) ESL(+)/INT(-) aT.(+)/INT•(-) 20' 155.0 195.0 154.8 195.0 32" 133.2 195.0 75.4 122.2 19-1/8" 195.0 1950 149.4 195.0 24' 195.0 195.0 129.0 172.0 36' 76' 118.4 189.5 87.9 108.E 26-1/2" 28' 155.0 195.0 107.E 181.E 28" 192.9 195.0 110.E 147.4 20" 195.0 185.0 119.1 190.5 37" 195.0 195.0 77.2 115.9 30" 150.0 195.0 103.2 137.E 24" 173.1 195.0 98.2 158.E 19-1/8" 195.0 195.0 151.9 195.0 31' 36, 168.8 195.0 96.8 129.0 28" 78" 145.4 195.0 85.1 136.1 26-1/2" 38-3/8' 191.2 195.0 109.E 146.1 36' 150.0 195.0 86.0 114.7 30" 138.5 195.0 79.4 127.0 37' 138.9 182.E 78.5 104.7 40' 135.0 180.0 77.4 1a2 32" 129.5 195.0 74.4 119.1 19-1/8' *95.0 185.0 133.5 191.9 42" 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2' 00-S/6' 193.2 193.0 110.8 138.5 20' 195.0 195.0 132.7 178.9 24' 195.0 195.0 110.6 185.9 37' 138.4 173.0 79,3 99.2 24' 192.9 195.0 110.6 147.4 28' �, 169.3 195.0 94.E 142.2 18-1/8' 195.0 195.0 123.3 195.0 28' 185.3 195.0 94.8 126.4 32' 154.3 195.0 85.5 132.7 26-1/2' 155.3 185,0 89A 1551r 30' 154.3 195.0 88.5 117.9 37' 83 111.2 194.8 63.8 111.E 32' 42' 144.6 192.9 82.9 110.8 42' 98.0 171.4 58.2 98.3 38' 126.6 171.4 73.7 98.3 19-1/8' 195.0 195.0 130.8 195.0 [SE)8FS-238 ALUM OUTSWING CASE1 O I WDW. (_won CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TCL (305) 593-6590 FNC (305) 593-6592 I 40' 115.7 154.3 86.3 55.5 26-1/2' 74-1/4' 164.7 195.0 94,4 151.1 42' 1102 .148.9 632 84.2 37' 117.9 188.6 67.E 108.1 20' 195.0 195.0 154.8 193.5 24' 195.0 195.0 129.0 181.3 28' 192.9 195.0 110.6 138.2 114! 30' 180.0 195.0 103.2129.0 SEE ELEV. FOR SPACING 32' 46, 168.5 195.0 98.8 120.9 _TYPICALANCHORS: 'HILTI' 36" 150.0 187.5 86.0 107.5 1 /4_ DIA. KWIK-CON 11 BY (Fu-163 KSI. Fy-157 KSH 40' 135.0 1E.8 77.4 96.E 1/4" DIA. UI TRACON BY 'FLOG' (FL-177 KS. Fy-155 KS) 42' 128.8 160.7 73.792.1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 20' 1e5.0 795.0 137.6 J 1s&o 1-1/2" MIN. PENETRATION INTO WOOD 24' 195.0 195.0 114.7 172.0 28' 171.4 195.0 98.3 147.4 THRU 18Y BUCKS INTO CONC. OR MASONRY 30' 780.0 195.0 91.7 137.6 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 32" u, 150.0 195.0 56.0 129.0 4t1. .i. DIRECTLY INTO CONC. OR MASONRY 36' • • • 133.3 195.0 78.4 114.7 /. CONC. MINEMBED INTO OR MASONRY • 40' • ••••.•120.0• ��88.E 103.2 FL4.101-14" c F e I.R $ ♦• 42' 114.3 • .171.4.8&5 9a.314 SMS OR SELF DRIWNG SCREWS (GRADE 2 CR5) • 20' • 195.0 • 195.0• 123.8 165.8 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - .090.) • • 24• •••••• • • 160.0 • 195.0• lag 154.8 INTO METAL STRUCTURES 28' 154.3 • •195.09 55.5 132.7• STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) 30' • 144.0 • • • }4Sd� 82.6 121.E CI3P ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) • • 32' 60' • • • • 135.0 • • 1944 77.4 116.1 ANCHORS .J0 SARAH C11 2 ANCHORS WITH StiTAR (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)Ti • • 35" • • 120.0 • 1••160. 0 68.8 103.9 JYPICAL EDGE DISTANCE 40' • • • • 102.0 • 59.0 88.5 • • 4Y • • • to2.9 was • • 96.3 59.o 88.5 INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. to • 20" • • • • • 195.0 • d +- jii3 140.7 195.0 INTO METAL STRUCTURE - 3/4" MIN. c�a e'8 + ^ -t1 B „ - ^ o i • • 24" /83.0 195.0 117.3 1844.2 • 28" • 175.3 • • • A?d 100.5 140.7 CONCRETE AT HEAD, SILL OR JAMS fc = 3000 PSI MIN. • • 30" 86' • 163.6 • • • • iPi4C-90 93.8 131.3 HOLLOW/FILLED BLACK AT JAMBS frn - 2000 PSI MIN. 4c n _ . 32' • • • • • • 153.4 165.0 68.0 123.1 �"-„-` $ r� 4 I 3 Q h �� n .� 36' • • 135.4 .• •TER 752 109.5 PRODUCT REVISED 1LLNNInu7777i with the Florida 9 • 40" • 122.7 • 171.08 70.4 9&5 as complying �� Building Coda �� l>. ., ' 20" • • • • • 185.0 195.0 129D 180.E NOA-No. 17-0018.11 ' 24' 187.5 195.0 1073 1503 ExolnUon Date 10128_ N0.7D592 `y 28" 72' 160.7 195.0 82.1 129.0 _ - * ; 1'7 - 30" 150A 195.0 86.0 120.4 By Nihon r act h �' ..... _ drt7win9 no. W98-100 32' 140.6 195.0 80.6 112.9 4 OP i2(V` 38' 125.0 175.0 71.7 1003 � 0 U El .. r - Ot,,.\ s,'.....� ``�. '1j711E, 11iii% % ` (sheet 6o1 7 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT EXT.(+) [NEC-) WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) 20" 24" 28' 30' 32' 36' 40' 42' 38' 110.0 195.0 110.0 195.0 110.0 188.5 110.0 182.4 110.0 179.5 110.0 177, 20" 24' 28' 30' 32' 38" 78" 105.8 120.0 90.9 120.0 80.5 110.3 76.3 104.7 60.0 60.0 80.0 60.0 105.8 145.1 97.0 120.0 20' 24' 28' 30' 32" 36" 40' 42' 42" 1140 179.5 110.0 159.8 108.9 146.6 20' 24' 28' 30' 32' 78' 102.7 120.0 882 120.0 77.9 120.0 73.9 101.3 60.0 60.0 03.5 141.9 1047 138.1 07.0 120.0 95.2 120.0 95.0 120.0 20' 24' 28" 30' 32" 84" 110.0 120.0 97.0 120.0 85.5 117.3 80.0 60.0 80.0 60.0 20" 24" 28' 30" 32' 38" 40' 42' 110.0 195.0 110.0 177.3 110.0 160.9 10.0 154.8 109.1 120.0 103.5 120.0 99.8 120.0 95.0 120.0 20' 24" 28" 30" 32' • 38' • • • • • • •• • • • • • • • • • • • • • • • • • • • • 40' 10.0 174.1 110.0 152.0 99.6 120.0 95.5 120.0 • • • 91.9 • • • • 120.0 88.2 622 118.2 • 1f2.7• • .6 1103 • 20' 24' 28' • • 32" 36' • 40. • 42' • 20' 24' • 26. 30" 32" 36" 40' • 4910.0 163.2 97.0 86.8 • • 153.0• • 1,9%. • • • • 82.8 • 60' -•7 • • • • 9.4 73.9 • • • 113E. • v • • • 101.3 •• • • • • • • .60.0 • 110.0 • • • • 60p•,• •B - 114' DIA. ULTRACON BY 'ELCO' (Fu-177 K51, Fy-155 K51) 171.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DNB. MOTH HEIGHT EXT.(+) INT.(-) 19-1/8' 110.0 195.0 26-1/2' 110.0 195.0 37' 28, 110.0 184.2 42' 110.0 152.4 19-1/8' 110.0 195.0 28-1/2' 36-3/6" 110.0 172.6 37' 110.0 158.3 42' 95.7 120.0 19-1/8" 110.0 195.0 26-1/2' 50-5/8" 110.0 154.7 37' 94.0 120.0 42' 89.8 120.0 19-1/6" 109.3 ' 149.9 26-1/2" 154.8 118.2 37' B3, 87.9 93.1 42' 60.0 80.0 19-1/8' 110.0 154.8 26-1/2' 74-1/4' 88.4 118.5 37" 60.0 60.0 19-1/8" 109.9 120.0 26-1/2' 76' 84.0 I 115.2 37' 80.0 80.0 19-1/8' 108.3 120.0 28-1/2" 77' 82.7 113.4 37' 60.0 60.0 TYPICAL ANCHORS' s6E ELEV. FOR SPACING 1/4' DIA. KWIK-CON II BY 'HILTI' (Fu-163 KB, Fy-1 S7 K51) DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY sot 107.8 120.0• •054 • j6*•• .9 873 •60.0 1.810.1• • • 1200 •• DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2-1/4' MIN. EMBED INTO GROUT FILLED BLOCKS 49.740 $ - 414 SMS (GRADE 2 CR5) sot • • •60.0 60.0 20' 24" 28' 30' 32" 36" 72' 110.0 154.5 97.0 120.0 86.0 117.9 81.7 112 0 77.9 106.9 60.0 60A INTO 2BY WOOD BUCKS 0R WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL FJ)GE DIVANCF INTO CONCRETE AND MASONRY 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. .065 562 ALUMINUM BUCK FRAMING DETAILS 85188 TO SHEETS 3 IHKU 6 FOR W9810W CAPACTIIES ' USE LOWER APPUCA9LE VALUES. /14 SMS AT 6" FROM ENDS 17" 0.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL TYPICAL ANCHORS TYPE 'A' OR 'El' AT 6' FROM ENDS AND 17' 0.C. MAX. AT JAMBS 17" O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '5' 014 SMS AT 6' FRCM ENDS 17" 0.C. MAX. AT JAMBS 24' 0.C. MAX. AT HEAD/SILL TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17' O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '6' 29Y WOOD BUCK 0R 111000 STRUCTURES TYPICAL INSTALLATION DFTAII ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 1.438 .125 ALUMINUM BUCK OPTIONAL COVER 6083-T8 6063-76 �=;) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 By Mtn g eglOP 0 s e a a drawing no. W98-100 sheet 7of 7 Business FLORIDA CCPARTMCNtt of Professional Regulation OFFICE OF THE WSECRET.ARY1� 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 ( Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email FL16708-R8 .71 2017 Approved JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbci@jeld-wen.com Authorized Signature Jason Kantola fbci@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com 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 El 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. O Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16708 R8 COI COI JW SS 2015-04-27.pdf •• ••• • • • • • •• • • • • Standard •• • • • Year TAS 201 •• ••• •• • • • •e 1994 TAS 202 1994 TAS 203 1994 • ••• • ••• ••• ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• Florida Licensed Professional Engineer or Architect FL16708 R8 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pf ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/02/2017 12/12/2017 12/18/2017 02/13/2018 Model, Number or Name Description 'FL St - 16708:1 i` _ — : 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 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 A010872A X, 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 PER4438.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.3 C Design Pro / Smooth Pro / Studio Fiberglass Double (XX) Impact Opaque 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 A010873A XX, OPQ SS 2017-02-09.= 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 Evil Phalle* Rep•rts • • • • • 116708 :8 •/ :PFa24861,1$S:017-11-17.pdf Created% Ir1•deEerSet TSir: Pari 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 ••F•L16:08 Approved for use outside HVHZ: Yes • Impact Resistant: Yes Design Pressure: N/A Other: • Installation instructions • • • • • • j28:II •fiO4e876e O4)OXGLZ SS 2016-08-26.pdf lerifil4 By: llenines F.Corero,•RbE. 7ii78 •CreaPed by Incepenoltnt Third4>arty:•Yes Evaluation Reports FL16708 R8 AE PER4442.1 SS 2017-11-17.pdf ,firtell by Idler deo7:Mit Part:: Yes • • ••• • • . -• •• •• • • • • • • • • ••• • • • ••• • • 16708.7 G Design Pro / Smooth Pro / Studio Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use 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 A010877A OXXO, OXX 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 PER4666.1 SS 2017-11-17.p, Created by Independent Third Party: Yes 16708.8 H Design Pro / Smooth Pro Fiberglass Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed Door 12-0 x 6-8 and 12-0 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 A010878A OXXO, OXX 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 PER4444.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 'Back' INextl Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October I, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: I Credit Card ,Safe; securitymETRtcs • .. ... . . . . . .. . . . . • .• . . . ... .. . . . .. • ... . . ... ... .. • . . • • • • • . . . . • • • .. . . . • .. . . • . ... • . . . ... • • . . . • . . . • . • . . . . . . • • .... . • . .. .. ... . . . . ... • . J:ELPr,v:L, WI„PCDO*S BC DOORS 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 Co to L9 • TAS 203-94 Do 2 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 6 00 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE L7 u. • FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF N Z INSTALLATION. 3 O 0 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR E 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: AFCO 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 • • • • • • •• • • • •. • •• • • • •• • • • • •• • • • •• • • • • • • • • • • • • •fAILE OF CONTENTS • • SHEET g • gEtRIQN • • • • • • SHEET DESCRIPTION � • • •1 • • • • • MICA! ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES • • • 2 • • • A • • • • • TYPICAL ANCHOR LAYOUTS AND NOTES • 3 • • • ONFIEI•A• 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 TYP. ELEVATION 1 68' DOOR HEIGHT 37 1/2" MAX. O.A. WIDTH 0L 2 TYP. ELEVATION 2 II-V DOOR HEIGHT NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. CONFIGURATION MAX. OVERALL NOMINAL SIZE DESIGN PRESSURE (PSF) MISSILE IMPACT RATING WIDTH HEIGHT , INSWING OUTSWING POS. NEG. POS. NEG.. _ X _,,, 3'-0' 6'-8i 65* 65 ', 65* , 65 LMI & SMI, 8'-0" 50* 50 50* 50 LMI & SMI *SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. HINGE LOCATION PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH. EL 3300* PH: 1954 399-8478 AX:(954)744.4738 WEB: www.E' dingdr00s.com O w ZI— Ln L.70 0_2 w?CCD op_ Ln w 0 D Z Z w I.,-,U H U D � w z Z JQ —1 LU 0 U CC >- N Fw cc r REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 ID NGLD� PS.SFNG MARKINGS IGTO THIS DDOCUMENT ARE NOT PERMITTED AND I"v��Z59LFFITf'f�j�� Z Q i T � hoc'•. l gyp.•;' mow: f�'18�G9d�� \`\\ 398 C%1 Pdik� B FORE CERT. OF AUTHORIZATION NO. 2,578 Digitally signed by Hermes F. Norero, P.E. 2eason: I am approving this document )ate: 2017.02.09 15:24:09 -05'00' DATE: 02.05.14 DWG. Y: GL TJM CHK.SS Y: MSS SCALE: NTS DWG A010871A SHEET: OF8 1 2 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR 15 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 6'8" DOORS 8'0" DOORS ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN, EDGE DISTANCE MAX. O.C. MAX, O.C. SPACING AT SPACING AT JAMBS JAMBS WOOD SCREW #10 2X WOOD BUCK OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4" ITW TAPCON • 1466 • ,CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" • • ••L • •. • • .• 1-3/0" - CONC. E•LS UI:RACON 1/4" •CONCRETETCI�l9 1-lftl"-CMU 1" 17-1/2" 17-1/4" • • • ITW TAPCON • 3/16" • • CONCRETEKML• • 6-1/4" 1" 10" 14-3/8" • • • • • • • • • • • • • • • • • • 2 • • • • • • •• DETAIL B2 MULTI-P NT SHO TBOLT PLATE LOCATION • • • • • • • • •• • -J9 X 2 1/2" PFH PFH SCREWS • • • • • • • • - B0wpa1 SHOOT 01304 PLATE', *PPE #2018911 AA SILL SECTION VIEW 2 INSWING SHOWN OUTSW1NG SIMILAR SEE DETAIL BZ 2- 89 X 2 1/2" PFH SCREWS DETAIL D2 TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION (RH PLATE SHOWN) HEAD SECTION VIEW 2 INSWING SHOWN OUTSWING SIMILAR SEE DETAIL Di LLJ 2 LULL O ? O. SEE ANCHOR T 37 1/2" MAX._ O.A. WIDTH 3" TYP. C2 ■ C2 A2 A2 2OTYP. ANCHOR LAYOUT 8'-8. 6 8'-0' DOOR HEIGHT SEE ANCHOR T NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: 19541399-8478 FAX:(994)144.4738 WEB: www.bullt in8drops.wm TYPICAL ANCHOR LAYOUTS AND NOTES REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 THIS DOCUMENT IS THE PROPERTY OF BULLING DROPSINC WHOLEAND SHALL NOT BE REPRODUCED IN R CONSENT WITHOUT WRITTEN OF BUILD NGDROPS,,IINC. ALTERATIONS, DDDNS, HIGHLIGHT NG. OR OTHER MARKINGS TO THIS TN DOCUMENT ARE NO P RAAHTED AND nuDA�F1yLpMPililiATION. Nv � * T T X `%SSS` ..S F. • G ii'ok6�2iy �inY� // N� 398 E`aNiO8 FERE CERT. OF AUTHORIZATION NO. 29S 28 DATE: 02.05.14 D6L TJWG. Y: M CHK.SS%Y: MSS SCALE: NTS DWG A010871A SHEET: OF8 2 2 • •• • • • 4 1/2" TYP. 4 1/2" TYP. 11/2" OFFSET -YE. v,,, \SEE TABLE BELOW TETYP. ANCHOR LAYOUT PTIONAL 2K BUCK IN CONCRETE/MASONRY 1 1/4" MIN. EMBED TYP. • z SEE TABLE • •• • • • • • 2X HOOD BUOK • • • ANCHOR PER BUCK ANCHOR TABLE 03 33 2X IMOOPB�UCK INST ABL. • • • •••• •• • • • • • • • • • • • NOTES:• • • • • • • • 1. 2X BLOCK IS NOT FOR INSERLl1,•IM•A1T SILL. • 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. 3 SIDE VIEW • 2. 441045.11LY BE STA5!RCFAS II/OWN IN DETAIL 4/3. • • • • •• • • • • • • • SL230 SL130, LEFT SL130, RIGHT SL230, 8'0" SL220, LEFT SL220, RIGHT SL300, LEFT SL300, RIGHT QUALIFIED SKIN PATTERNS .250t.010 .092_+,005010 1 .030+.010 CDTYP. GROOVE DIMENSIONS CD SL130, 8'0" SL600 2X BUCK ANCHOR TABLE ANCHOR TYPE ANCHOR SI F SUBSTRATE MIN. EMBEDMENT MIN. EDGE DIST. TO SUBSTRATE MIN. CENTER TO CENTER DISTANCE 6'8" DOORS 8'0" DOORS MAX. O.C. SPACING AT JAMBS MAX. O.C. SPACING AT JAMBS FEW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/e"-CONC. 1-1/4" -CMU 1" 4" 25" 30-1/4" PREPARED BY: 4\1 BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL33004 PH: 050 399-8028 FAX: 19501100.0738 WEB: uwW.tit, dingdrpps.<pm 0 0 35 Ln cc ] C J a0 (.) 12 cca. Q o a m w O ¢ x in L7 L J LJ �a Z_ c8 Z K F H 3- 3- REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 Add Qualified Skin Patterns LS 12/21/16 THIS 00CUMENT IS ME MODEMS' OF BUILDIN DROPS, INC SHALLAND NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BLAMING O MPS, INC. OR OTHER MARKINALTERATIONS, S TOTH ADDITIONS, DOCUMENT AM Nor' PERMmEDAND F,po G o T T ��0�; � P•,: btu i F G 398 E.OLFf+gtp[12 pLw 53fe MAE CERT, of AUTroRIUTroN NO.29578 DATE: 02.05.14 DWG. Y: GL TJM CHK. Y: SS MSS SCALE: NTS DWG A010871A SHEET: 3 OF8 J INTERIOR ICI EXTERIOR OPERABLE HEAD 4 OUTSWING SHOWN - INSWING SIMILAR INTERIOR EXTERIOR 4 O5 OPERABLE ADA SILL INSWING/OUTSWING ENDURA HCIS000 • •• • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • •• • • • Ip`TEROR EXTERIOR • • • • • • ...DURABLE SILL 0 • • • OUTSWING • • OIOIONAL AFCO A-117 • • • • • EXTERIOR IS/1H1 INTERIOR OPERABLE SILL INSWING ENDURA ZAIL4565F EXTERIOR /- 0 .,►.. INTERIOR OPERABLE SILL INSWING AFCO A-276/P-2000 OPERABLE SILL OUTSWING OPTIONAL ENDURA ZOBL456SF CD INTERIOR EXTERIOR OPERABLE SILL OUTSWING AFCO 1-2297 EXTERIOR OPERABLE SILL OUTSWING OPTIONAL AFCO H-497 PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEAD( BLVD., STE. 338 DANIA BEACH. FL33004 PH:(954 399-8478 FAX: (954)744.4738 WEB: www. bui Eing4rops.com VERTICAL ASSEMBLIES REMARKS BY DATE Add ADA sfll, Multi -Paint Lock GL 06/23/14 THIS DOCUMENT I5 TEE PROPERTY OF BUJ DING DROPS, INC nwROTENCUNSENr OPBU80EV 0 TTMC. S TO TIPS D CLOAL TARFN TPE PERMITTED MARKINGS SCEO CUMENTARF NOTPERMiTTfD AND GSroFo * 7 -o • TT Q Gam`: 89 ‘ FBPE CERT. OF AUTHORIZATION NO. 29s78 DATE: 02.05.14 DGL.WGY: TJM CSSHK. Y: MSS SCALE: NTS DWG A010871A SHEET: OF8 4 LOCK JAMB 5 OUTSWING SHOWN - INSWING SIMILAR 8 - #9 X 2 1/2" PFH W/ STRIKE HARDWARE 4- MPL STRIKE PLATES 9 - #9 X 1 3/4" PFH W/ HARDWARE (6'-8" & 8'-0" UNITS) EXTERIOR • • • • . • • ••• •• •••• • • • •• WAX LYI-POINT LOCK JAMB 5 HOPPE MULTI -POINT LOCK JAMB .... • •� OUTS RMti•SHI:NN - INSIaiING SIMIWRR 5 OUTSWING SHOWN - INSWING SIMILAR • • • .. • • • • • •• •• • HINGE DETAIL AT IAMB: PLACE #9 X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP HINGE SCHEDULE DOOR HEIGHT QUANTITY 6'-8" 3 4 1- #9 X 2-1/2" PHILLIPS FLATHEAD WOOD SCREW 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-#8X2"PFH W/ STRIKE HARDWARE 1- MPL STRIKE PLATE 13 - #8 X 1 3/8" 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 C)TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY HOPPE MULTI -POINT LOCK PREPARED BY: /\\ BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., 51)E. 338 DANM BEACH, FL 33004 PH:(954)399-84)8 FAX:(954)Z44.4]38 WEB: www.bulldingdrops.com 0 0 n Oa ec O HORIZONTAL ASSEMBLIES REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 THIS DOCUMENT IS I11E PROPERTY OF BDI DIN DROPS, wlniour wnmlu REPRODUCED ONSEENT of BUILD WHOLE o OR PART MARKINV THIS DOCUMENTAREND PO Ri9FE'0AND ....AtFi9'CF1 o? . ��N ES F. O �''i ......`lV�c<`, i � 7 - * * a ;BM CERT. OF AUTHORIZATION NO. 10573 DATE: 02.05.14 DWG. Y: G LTTJ M CSSHK. Y: MSS SCALE: NTS DWG. #: A010871A SHEET: OF8 5 • •• • • • • • • •• 0 OUTSWING SHOWN - INSWING SIMILAR MIN. EDGE DIST. SEE TABLE SHEET 2 2X WOOD BUCK E> WOOD ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) SILICONE 2X WOOD BUCK OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED • •• • • • • • • • =• SILICONE AFCO 1-2297 •• • • • • • • • • • • • • • •• • g.• • • • • •• • • • • • • • • •• • 2X WOOD BUCK ••...OPERABLE SILL • •QLgSWING - NO ANCHOR REQUIRED • AFCO A-117 • • • • •• •• IDO OPTIONALLY, ANCHOR CAN BE PLACID IN 1�4RROW SECTION OF HEAD JAMB AS L G AS MINIMUM EMBEDIA1•1•MP GE DISTANCE ARE ACHIEVED. • 2X WOOD BUCK 0,25" MAX. SHIM MIN. EMBED. SEE TABLE SHEET 2 WOOD ANCHOR SEE TABLE ON SHEET 2 JAMB (TYPICAL) 6 OUTSWING SHOWN - INSWING SIMILAR OPERABLE SILL 2X WOOD BUCK OPERABLE SILL 2X WOOD BUCK INSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 OPERABLE SILL INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F SILICONE 2X WOOD BUCK OPERABLE SILL 2X WOOD BUCK OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL4565F OUTSWING - NO ANCHOR REQUIRED AFCO H-497 2X WOOD BUCK cl)OPERABLE ADA SILL INSWING/OUTSWING - NO ANCHOR REQUIRED ENDURA HCI5000 PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH. FL33004 PH: (9541399-4478 FAX: I9,07444738 WEB: www.bulldinEdroos.mm WOOD SUBSTRATES LEE REMARKS BY DATE Add ADA sill, MUILI.Polnt Lock GL 06/23/14 THIS DOCUMENT IS THE PROPERTY OF BOOM DROPS, INC DUCED IN wNOIE OR PART ITTEN CONSENT OF BUILD NG O OPS, INC. ALTERATIONS, ADDITIONS, NIGNLW HTNG, ODOR MARKINGS TTHIS 00CuMENr ARE NOT PERMITTED AND INVALIDA F1iMFR7VIh ION. Q DATE: 02.05.14 DWG. Y: G LTTJ M CSSHK. Y: MSS SCALE: NTS DWG. 5: A010871A SHEET: OF8 6 J CD MIN. EDGE DIST. SEE TABLE SHEET 2 CONCRETE/ MASONRY BY OTHERS 1X WOOD BUCK (OPTIONAL) CONCRETE ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR OPERABLE SILL SILICONE CONCRETE/ MASONRY BY OTHERS • •• • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • . _• •• • • OUTSWING - NO ANCHOR REQUIRED AFCO J-2297 • •• • • • • SILICONE CONCRETE/ MASONRY • • BY OTHERS OPERABLE SILL OUIt4011/ ; 1% ANCHOR REQUIRED • so, 0§c0 A-117 • • • • • • • • • 1. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 211 CD IX WOOD BUCK (OPTIONAL) CONCRETE ANCHOR SEE TABLE ON SHEET 2 0.25" MAX. SHIM CONCRETE/MASONRY BY OTHERS MIN. EMBED. SEE TABLESH ET2 JAMB (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR OPERABLE SILL CONCRETE/ MASONRY BY OTHERS INSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL4565F CONCRETE/ MASONRY BY OTHERS CONCRETE/ MASONRY BY OTHERS OPERABLE SILL INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F CONCRETE/ MASONRY BY OTHERS OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO H-497 CONCRETE/ MASONRY BY OTHERS OPERABLE SILL UTSWING/INSWING - NO ANCHOR REQUIRED ENDURA HCI5000 ADA PREPARED BY//�\\ �/ w 1� BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: ISS41399--8478 FAB: 19,0744.4738 WEB: ww.buildingdraps.Tam CONCRETE SUBSTRATES 77 REMARKS BY DATE Add ADA sill, Multi -Paint Lock GL 06/23/14 NIS DOCUMENT IS THE PROPERTY Of BUILOIN DROPS, INC AND SHALL T BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILD NG D OPS, INC. NG, OR OTHER MARKINGS TO THIS DDT DOCUMENT ARE NOT PERMITTED AND INV``AMiliLFQ'j TIO ♦♦♦S♦S��S F. p :`SST T i ��i�i/�gk"lpaq�t`lL%B$yG�9°6� 855♦♦ 398E.46 xygSEA0n�0.1AGB9 8 DATE: 02.05.14 DWG. Y: GL TJM CSSHK. Y: MSS SCALE: NTS DWG A010871A SHEET: OF8 7 BILL OF MATERIALS ITEM# 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 J-2297 THRESHOLD - 6 AFCO A-276/P-2000 THRESHOLD 7 AFCO H-497 THRESHOLD - 8 AFCO A-117 THRESHOLD - 9 ENDURA ZOBL4565F THRESHOLD - 10 ENDURA HCI5000 ADA THRESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0.25" MAX. THK.) COMPOSITE 13 (NOT USED) - 14 (NOT USED) - 15 #10 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 #732287686-8 UNIT ROCKWELL MULTI -POINT TONGUE LATCH #73228780 8-0 UNIT STEEL 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH #8784091 STEEL 23 - HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH #8783923 STEEL • • • • • • • • •• • • • FRAME HEAa/JAMBS 1 VARIES SEE BOM AT LEFT • •• • • • • • • • •••i •••••• ♦ / /7'•• • • • • • . • • • • •• • • • • • • • 4.563" • Cr;•A•FCO H-497•-&tSHOLL • • • • • •�• 4.62" ENDURAZAIL4565F THRESHOLD 4.56" AFCO A-117 THRESHOLD AFCO J-2297 THRESHOLD 20 ROCKWELL MULT-POINT LOCK 5.62" Ol 0 0 O 0 0 ENDURA ZOBL4565F THRESHOLD OAFCO A-276/P-2000 THRESHOLD 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 0.63" 1 J I1 11 (p o0 —1 1.65" 1-- 36.00' [6 8 & B 0' 1 HANDLE HEIGHT Q1=1 0 0 AO 9 9 0 HEAD SHOOT BOLT PLATE (LH) 00 1.75" ENDURA HCI5000 ADA 23 HEAD SHOOT BOLT PLATE (RH) THRESHOLD 5.00" 1.75 PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33000 PH: 19,M399•8078 FAX:(9s01700.0738 WEB: www.Eui dingdrops.com COMPONENTS AND BILL OF MATERIALS REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 HIS DOCUMENT IS THE PROPERTY OF BM DIN MODS,. WHOLEAND SHALL NOT BC REPRODUCED iN R CONSENT WITHOUT WRITTEN OF BUILD NGDROPS,TINC. ADDITIONS, HIGHLIGHT NG, OR OTHER MARKINGS TO THIS DOCUMENT ARF NOT PERMITTED AND O o T T 39e y� �woof iB DANI DATE: 02.05.14 DWG- Y: GL TJM CHK. Y: SS MSS SCALE: NTS DWG A010871A SHEET: 8 OF8 MIAMIIDADE IA w DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) �CGI WINDOWS and.DOORS,-INC j 10100 NW 25 Street -- Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION Series "Sentinel i50" Aluminum Sliding Glass Door wi wo Reinforcements —_ L.M.I. 1 APPROVAL DOCUMENT: Drawing No. W10-31 Rev 0, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & 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 I/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.N4A is displayed, theiz.it shall be done in its entirety. 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.gov/economy . . . . INSPECTION: A copy of this entire NOA shall be provided to the user by the.nnanxlacturer or its aisit-ilmtors 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 pagxs E-1, $-2 & -3, 3S feu as approval document mentioned above. . . . . . •' •• • . • • .• • • • The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • • • • • • • • • • • • •• • MIAMI-DADE COUNTY APPROVED NO'A Na 17-1218.20 .Expiratiop I�att:.S tember 22; 2020� Al$rby$1 Date::Apra 12, 2018 • ..�.. • • . •. • •. Pagel •.. . . . ..• • . ,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 SGD w/ Pockets & 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file #15- 0619.06) 2. 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 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 ALi:nmini:at F3xId Flange Frame Window with Vent to qualify DuPont "Butacite" PVB inrre Faxer, 4a;ealq agd•$rtper 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 & seal d by Ram sh Patel P. E. :: e L,y.,:\ � ..- ••• • •• • • • • shagI.Cha,da,P.E. • • • •Product Control I3xaminer NOA No. 17-1218.20 • cpjrati%n pale:• hptemb er 22, 2020 ApprQyll D$te::Apr* 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) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /#12-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5th Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, 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 repart. •. E-2 • .. ... .. . . • .. • ... k4:. \•�.c::�� Jhaq I:Chapda, P.E. •• • •, • • I roIugt Conjrol 1 aminer • • NOA No. 17-1218.20 Expiration Date: September 22, 2020 ... . Apprpv3I Qatt:.April 12 , 2018 • . . • • . • • • • . ... • • • • . • . . . • • • • • .. .. . • • .. .. 000 . • . ... • . 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 Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised 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. • • • • E-3 • • • • • •• • •••• . . . ... .. • • • • • „ �Ishaq I.••Cha Ada, P.E. • • • • Product Conhrol Examiner • • ••• • • • • •• •• • • • • NOA No. 1'7•-1218.20 Expiration Date: September 22, 2020 • • • • Apprgvg ihtg: elprij 12 , 2018 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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•EGIPESS',REQUIREMENTS PER FBC TO BE REVIEWED • B: BUILDING bFFRTAL. •• • • • • • • • • • S PRODUeT•F�,S' ! N DESIGNED AND T STED TO COMPLY WITH THE • • 1 • L UIREMENTS•OF TH 2017 (6'�i E ITIONFLORIDA BUILDING CODE • • INCLUDING HIGH yELOCITY HURRIT 1g (HVHZ). • 1BY OR 2BY WOOD BUCKS & BUCK FASTEUERS BY OTHERS, MUST BE • • • • SESIGNED •IRSTAELLL�D ADEQUAi1CLT e TRANSFER APPLIED PRODUCT LOADS ••• ire THE BUILUI1J1TTT17CTURE. • • ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS • • • 1RIib INSTALLS! PER MRNUF'S INSTIft* 5. SPECIFIED EMBEDMENT TO BASE • MATERIAL SHRL� BP BOND • WAL! DRE�S♦NR OR STUCCO. OAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY • AL! SHIMS TO B! HIGH IMPACT, !METALLIC AND NON -COMPRESSIBLE. • • * • SM•ERIALS INCLUDING SILT NOT LSJITLU•TS STEEL/METAL SCREWS, THAT • COME INTO ormli.stf•✓RFH OTHER DISSIMILAR MATERIALS SHALL MEET THE • REOUIREMENTS•OF THE•2017 FLt1IDA SLSG. CODE & ADOPTED STANDARDS. • • ev C jHi6 PRODUCT APPROViL IS GENER AND G •OES NOT PROVIDE INFORMATION FOR A SITE 611,41if.•FIROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE•RECEIVI•G 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: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. •R•DUC f REWIND as complying with the F7ari& knifing Cede Aoceptaace No 7-121 2.tJ EAPiention Date- redact Co.•ol LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT MAR 0 5 2018 r0y u 0 0 0 a 5 8 NO CHANCE THIS SHEET 5 n drawing no. W10-31 sheet 1 of 28 3 TRACK • • • JAMB ANCHORS • • • • • •• r FALSE MUNTIN OPTIONAL • •• • • • • • • • • • • • • 14. i • • •••••t•5 • •••••• •••• • • • • • • • • •• •• • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • 3" TYP. (8) ANCHORS CLUSTER SHOWN 14" MAX 282 13/16" MAX. 3 TRACK HEAD ANCHORS 48 1/8" NOM. PANEL WIDTH A (1 B (6) ANCHORS CLUSTER SHOWN DOOR FRAME WIDTH ANCHORS IN PAIRS AT HEAD/SILL/JAMBS 'I--I-1,, 2 POINT SINGLE LOCK SEE SHEET 24 FOR DESCRIPTION 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 HEAD ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY (1 REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY 48 1/8" PANEL WIDTH 14" MAX. HEAD/SILL SEE SHEET 15 42 1/8" D.L. OPG. 48 1/8" PANEL WIDTH 6" MAX. HEAD/SILL CORNERS POCKET JAMB (SEE SHEET 6, 8, 11 & 12 & DETAIL M ON SHEET 23) 3 TRACK SILL ANCHORS = c (I) WEEP CLUSTER 8" 8" (2) WEEP CLUSTER 18"18"1 8 T8" 8" 8" 8" 8" 8" (2) MEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (1) WEEP CLUSTER TYPICAL ELEVATION TESTED UNIT D.L. OPFNING D.L.0 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 POCKET JAMB ANCHORS (SEE SHEET 23 FOR TYP. INSTALLATION) PROM C f REVISED on aamplyhtg with the FIori4 IaMine Coda Aacpnacc No 17-12/ •Zd Expiration Date lsa_ Product COSMO (11 0 a 0 -i 2 a 8 5 FAX. (305) 593-6592 0 n NO CHANCE THIS SHEET 0 i L 0 drawing no. W10-31 sheet 2 of 28 1 13/16" IN. f1• �mw 2 TRACK g JAMB ANCHORS• ;a • • • • •• • • • • • • • • .•. • •' , z FALSE MUNTIN OPTIONAL SEE SHEETS 17, 19 & 21 FOR FIX. PANEL ATTACHMENT i 3" TYP. (8) ANCHORS CLUSTER SHOWN I 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" O.C. SEE CHART ON SHEET 15 FOR CAPACITY I I ICI I 1 ! 1 I I1 2 TRACK HEAD ANCHORS 6" MAX. HEAD/SILL CORNERS DOOR FRAME HEIGHT 118 13/16" • \� ---___-.ii_ T Ii it REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY PANEL HEIGHT 110 5/16" D.L. OPG. e 1 H it li� =r ___fir - II 11 it II I1 IyyI --__-----= j ji 1 1 II II ==—IT-__7~_ I II I I I � it---7i- B1 2 SINGLE SEE SHEET FOR DESCRIPTION D1 J POINT LOCK 24 a1 w 4,d 1 42 1/8•' 104 42 1/8" • • • • D.L. OPG. D.L. OPG. [ . / _'. J . • •• • • • • • • • •••• • • • a • • • • • •• i • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • SILL TYPE 82 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY AX. 3" TYP. 48 1/8" 48 1/8" PANEL WIDTH (6) ANCHORS CLUSTER SHOWN PANEL WIDTH 8" (9 Ku. aesoi 8"I8"I (2) VEEP CWSIEA I8 o-= (2) NEEP 0LSRP (TESTED UNIT) TYPICAL ELEVATION 8" 8" (2) NEEP CLUSTER REFER TO PAGES 14, 15. 17 & 18 FOR WEEP SIZE. 1 8" (I) Vila, ausrtrt POCKET JAMB ANCHORS — 2 TRACK .•-' SILL ANCHORS .✓r1tODVC r REvit.ithgep 1/4Qing Cede Fkwaik A ".4.gece Now 1, ENptrrfwn Dut Alt z" e C a/w l D.I . 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 101E COMP-ANL\W10-31CG1] FA%. (305) 593-6592 0 0 '0 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 16 0 drawing no. W10-31 sheet 3 of 28 • • • • • • • • •• • •• • •• • •• • • •• 6 TYP. FALSE MUNTIN OPTIONAL _J 14" —MAX. 48 1/8" NOM. PANEL WIDTH 149 5/16" DOOR FRAME WIDTH ANCHORS IN PAIRS AT HEAD/SILL/JAMBS EXTERIOR �I L DOOR FRAME HEIGHT 0 JJ 'I _ II II _ +2 1/8",1 B.L. OPOI PANEL HEIGHT T1 ao' HANDLE CL 38" 1I n I' %/ !II 1__ 0 co II 'I II a ' I II II I I ---r. ,1,- _ 'I POCKET JAMB ANCHORS • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • SILL TYPE B2 ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS. SEE CHART ON SHEET 15 FOR CAPACITY 3. (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 15 135 FOR CAPACITY I; I I �I 11 1 1 J 2 POINT DOUBLE LOCK SEE SHEET 2 FOR DESCRIPTION v_.I I l 1 1 SILL TYPE B2 ANCHORS 2,30R4 PAIRS J/ AT STILE ENDS AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY I .I S 4 0 O 6 REINFORCING AT INTERLOCKS 7 OPTIONAL SEE SHEET 13 FOR CAPACITY a 48 1/8" PANEL WIDTH 42 1/8" D.L. OPG. M l i I I 1l 48 1/8" PANEL WIDTH • 00 6' n•� • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • 14" —"Y• •P Mti(. • • • • • • • • • • • • • • • •• • • • • • • • TYP. (4) ANCHORS CLUSTER SHOWN (SEE SHEET 22) EXTERIOR (6) ANCHORS CLUSTER SHOWN (TESTED UNIT) TYPICAL ELEVATION P 97 3/4" DOOR FRAME WIDTH HEAD ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS SEE CHART ON SHEET 15 FOR CAPACITY 2 POINT DOUBLE LOCKS SEE SHEET 24 FOR DESCRIPTION (8) ANCHORS CLUSTER SHOWN 6" MAX. HEAD SILL CORNERS I I I 42 1/8" D.L. OPG. II; I I (I 48 1/8" EXTERIOR PANEL WIDTH l i I 1 I 48 1/8" PANEL WIDTH •RODUC C REV1030 oa aomplyta` wit! die Flo idi Watling Cade Aoreptaace No 11•l 41$-2° Eaµratiaa Rats 9 n A,, t S l--a -ft., k i. War' *witPiodoct 0mMd MAR 0 5 'nip • I 3 TRACK HEAD ANCHORS JAMB ANCHORS 1. 3 TRACK SILL ANCHORS toLL U 2 2 Ed COMP—ANL\W10-31CGI) FAX. (305) 593-6592 0 o- n t) L 0 a 0 c e drawing no. W 1 0 — 3 1 sheet 4 of 28 • 0 0 DOOR FRAME W. ® 0 0 0- 4 XXX (SHOWN) OXX xxo XXX (REVERSE) DOOR FRAME WIDTH O J1 O O n o- I o- XXXXXX (SHOWN) OXXXXO DOOR FRAME WIDTH EHH! • • • • • •• • • • • • XXXXXX (SHOWN) • •• • • • • • • •DOOR FRAM: WITH • • • . . • • • •1W1I• • IS • • • • • • •• • • • • • XXXXXX (SHOWN) • •• • • • • • • •DOOR FRAM: WITH • • • . . • • • •1W1I• • IS • • • • • . T • O H H 0 4• • OAP III o- . • 4. x • •+o •( I b r 0 •••e I•.•h•• • • • • • XXXXXO (SHOWN) • OXXXXO • • • • • •• • • • FRAME WIDTH ANEL WIDTH NON -REIN F. INTERLOCKS SEE CHART ON SHEET 13 NM IN-. 1‘4%•• =IM .--flig...,,., 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 t. Pg OM ri, 1 mal MI mm- , rl n . /.. EXTERIOR PANEL WIDTH ® EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' 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 LIEU OF J FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 PANEL WIDTH iNNI ..' . . is, --=1,,,, .....i. al L---- ____ ....„ • • • • •AF•PROVED FIQURATION • NON—P rI14 DOOR (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 LIEU OF J NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 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. MAR 0 5 201E 0RODUC t DEYIfiap as ohnplyleg with the ►Indies Wading Code Acceptance No 17(Zl•p.'}j Eapirntine Mete 9 } r,i2, hLrv' Ptoieas Go•le•I PD.t AF/ t�' JC�SF ._ 1, •� Q / TE OF ((/, �..YORIDP..� s 10y'4u COMP-ANL\W10-31CGI (305) 593-6592 0 u 6 NO CHANCE THIS SHEET 0 0 0 drawing no. W10-31. sheet 5 of 28 DOOR FRAME HT. • • • • • • ••• • •• •d • ••II • PXXX(SHOWN) XXXP DOOR FRAME WIDTH Q ® 0 ,;. % 9 — o- PXXXXXXP (SHOWN) DOOR FRAME WIDTH O O O o- o- I ro o- PXXXXXX(SHOWN) XXXXXXP • • • • • • • • • DOOR ¶'RAA/E•N$DIH • • • •••w-- • • o- ••1 — •• a • H *. • • L. • a-• ••e••4 • • • • C:--- ' • • • b 5 /�— \J • •• • • • • PXXXXXO • OX3t7l'kiLQ' SHOWN) °a L 0 ao Y a L-. Y a L EL WIDTH 0 _POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA •:1 •%.15PROVFI;)•QcI (:URATIMAI••• • POCKETED DOORS •(NONS1INFORCED SHOWN) • •SEE•SHEEI.13 FOR Dp AND REINFORCING OPTIONS • • THREW, r1). :RACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. DOOR FRAME WIDTH EXTERIOR EXTERIOR EXTERIOR NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 DOOR FRAME WIDTH NON -REIN F. 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 DOOR FRAME WIDTH NON- R E I N F. 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 DOOR FRAME WIDTH NON -RE NF. 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 PANEL WIDTH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 00 a J RODUC t REVISED 0 r ..c.p4l446 with the Floe{de !adding Cede Acceptance No I ^ Za• Z EAyuttlnn Oak13 yV 'lkdr Product Cawood O O PANEL WIDTH 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 REOUIREMENTS AS APPLICABLE PER FBC. MAR 0 5 7018 (13Lu COMP-ANL\W10-31CGO FAX. (305) 593-6592 O 0 n 2 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANCE THIS SHEET .o 0 t 0 a c drawing no. W10-31 sheet 6 of 28 • • • • • • • • • • • • • • • ••• •• • •• • • •• • • • • • 0 DOOR FRAME W. DOOR FRAME HT. DOOR FRAME WIDTH ° HI OXO (SHOWN) OXO (REVERSE) • • • • • • •OOA •RAME WIDTH• • •• • • I • • • •• •• •• •2 •• 1 'I • II►• I • • • dNo • • • • • • • XXXX(SIMILAj1 • • • • MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR MAX. FRAME WIDTH I% OIL= I -01 K1 EXTERIOR O i8 X 3/4' SMS AT 24" O.C. REINF. INTERLOCKS SEE CHART ON SHEET 13 MAX. FRAME WIDTH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 AX. FRAME WIDTH EXTERIO 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 I-1 a_ ••• • •••••• APPROVED CONFIGURATI S• • • • • 414ON—POCKETED DOOR (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS • • TWO (2) TRACKS EXTERIOR J1 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J1 8 REINF. INTERLOCKS SEE CHART ON SHEET 13 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. MAR 0 5 2018 •RODUC f ISE. as ca_piyiag with the Amid* TwMia' Cada AoeapuaceNo 17-/a Q•26 EsptraG.. D,m - 2.5/y, COMP-ANL\W10-31CG1 o_ 8 NO CHANCE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0 drawing no. W10-31 sheet 7 of 28 • • • • • • • • •• ••• •• ••• • • • • • •• •• • • • DOOR FRAME HT. DOOR FRAME FIT. r-� Um O DOOR FRAME WIDTH PX (SHOWN) XP PXXP DOOR FRAME WIDTH POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA L__ r eH o ®H o- — - 9 =c l • • • • • •PXXXXP • • •• • •• e • • • • • • • • • • • D0012 FRAME 1 YDT • • • L Um ; as • • ••• •••••II 1 • I • ••t3,_ ••••• •• • ii• • ©•• • I • • • it• • • _• -- • • OJ iF •• • • • PIKXXX(SHe),IIJ'r••• ••••Q•xxo• • •• XXXXP • • • • • • oRxxP • • • • DOOR FRAME WIDTH O EXTERIOR 0 r U a r 0 Y °a L Y p 0 DOOR FRAME WIDTH EXTERIOR J1 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 DOOR FRAME W. PXX (SHOWN) XXP UO a DOOR FRAME WIDTH 1 r 0 0- ODOR 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-R EI NF. INTERLOCKS SEE CHART ON SHEET 13 11 C- n• =tam —� �� r iiii , . rv-rroino n O 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 EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS 1 oRODUC f R6p/6330 6"" "B C'ndo6 with *1e Acceptance No Exp1rat eo Date 17�� _/ zo a C.o wAact POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. MAR 0 5 2018 COMP-ANL\W10-31CG1 -J J N Lis C I LUS O I 1 LU 0 0 n • 5 NO CHANGE THIS SHEET 0 NO CHANCE THIS S 5 5 a O 0 drawing no. W10-31 sheet 8 of 28 • x 0 DOOR FRAME WIDTH 1111 XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) O O J1 O O O 1.0 �H S. 1b 4 `4- © 0— • • • •• • • • • • D•• • • • 154,)7X0XXX (SHOWN pX *XXXO • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• •• • • •••• • • • • • • • • • • •• • • • • • • *APPROVED CONFIRURATIONIS • NON-P1J DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS FRAME WIDTH EXTERIOR EXTERIOR NON-REINF. 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-R EI NF. INTERLOCKS SEE CHART ON EET 13 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. MAR 0 5 m8 0R0DUC F REMEf! waplyi0g with as Fisd& brCing Coda Acceptance No I7-12(X •2v Expirmi.ie.�LL>.12- d (S C DIY•r'th4th Ptdoot Chhed III III 11110, • 'Oil 70592 .� iSTTE OF• ss ALG`�a >\ �os' ny"U FAX. (305) 593-6592 0 o- a a 0 NO CHANGE THIS SHEET 0 0 drawing no. W10-31 sheet 9 of 28 • • • • • • • • • •• •• • • •• • •• • •• • • • DOOR FRAME WIDTH DOOR FRAME HT. 4 0 •1 O 4- G�2 - XXXXXXXX (SHOWN) OXXXXXXO DOOR FRAME WIDTH O O • ••O ® O 0 • - •- • • o- c-• 4. * 10 © • h • • . L3 L • • • • • • • • • • • • ••• • • • • X4XXXXXO (SHWA, • • • • OXXXXXXO • • • • • • • • • • • • •• • • • • • • • • • •• •• • • • • • • • • • • • • • • •• • • • 141►UROVED I7•IcJRATIONS NON—POZ:f1OORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS 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 EXTERIOR 8 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J e EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 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. ►RODUC f REVISED ua complying with the Plewilt, bidding Q.d. Auceph.ce No 17-1ZIrC'20 Espbsd.. D.te _W_U ; ; N4fExJS8e.4 Pha.a Ca ara& rtsw.V COMP-ANL\W10-31CGI FAX. (305) 593-6592 0 O 0 E NO CHANGE THIS SHEET 3 7, NO CHANGE THIS SHEET 0 drawing no. W10-31 sheet 10 of 28 0 0 • • ••• 1•• • • Y • 0 0o mO DOOR FRAME WIDTH o- 4-o- PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH 0 0 O /^\ O O O ^ry' 4 4 o- b — • •• • • • • •• • PXXXXXXXXP (SHOWN) • •• • • • • • • • • I • • • • • • • • • • • • •• • • • • • • • • • • • • •••• •• •• • • • • •••• •• • • • • • • • • • • • •• • • • • • • DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON S EET 13 NOM PANEL WIDTH APPROV51]. CLLI• GIGURATIONS POCIlEFED •DOORS• C(N�ON•-kINFORCED SHOWN) • • �` SHE: 13 FOR Dp AND REINFORCING OPTIONS FOUR* (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 0 0 r 0 ao OH EXTERIOR e FRAME WIDTH NON -RENT. 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 t60.0 PSF EXTERIOR OH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 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. e gODUC f REVIVED y cosaptyt g witY the RIMYL &aidAcceptance Coda za AatMaace No Expiration ate Gr1' ZO Mt•r'Or* rotaCawtal V..1AR052018 /1I II �®/,,,- i {do,I7b592 '. .•'STATE OF • 9R10I`.. .('\�.• 0 0 IU U C W 8 p w N 0 N N' N M 0 c 3 n C Z � 02 off" 5 < . U .- FA)(. (305) 593-6592 drawing no. W10-31 sheet 11 of 28 • ... . • • • • • 0 I• • • • • L Up 0 0 0 DOOR FRAME WIDTH O O ;0 O o- o-' PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI_ NOT PART OF THIS NOA a DOOR FRAME WIDTH 0 a o 0 0 a +• •il• _ 0...& • •.• o- •• • 4 fo •1141.0.0. • • • • ••al • • • • • • • • • FOKXX,XXXO(SHOWN) •• •• • • •• • •••• • • • • • • •• • • • • .APPROVED .CONFIGURATAC J'LS. • • POCKETED DOORS (TIN -REINFORCED SHOWN) • • Settlitor 13 FOR Dp AND REINFORCING OPTIONS •• FOUR • (4) :RACKS••• • POCKETS.Att, RT OF THIS APPROVAL AND TO BE'REVIEWED BY AHJ. 0 a FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 NOM. PANEL 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 EXTERIOR ® 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH NON-REI N F. INTERLOCKS SEE CHART ON SHEET 13 0 EXTERIOR OH 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 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. •RODUC f REVISED as cumplyiag with the Fleti/• huldinn Cade Aecepaeace No 17-I2 If'20 Etpiralfea Dale 4I//II'L 20 L�,� 1Lt4��- MAR 05201 drawing no. W10-31 sheet 12 of 28 DESIGN LOAD CAPACITY - PSF (GLASS) NOM. PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES NUMBER OF PANELS ALLOWED GLASS TYPES 'A' 6 'Al' GLASS TYPES INTERLOCKS 1I/0 REINF. INTERLOCKS WITH REINF. OCT.(*) INT.(-) EXT.(+) INT.(-) 24-1/8 30-1/8 36-1/6 42-1/8 '48=1/8� �54-1/8 Cerg 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 -10- 60.0_. 80.0 80.0 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 84 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/6 90 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 9 60.0 60.0 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 96 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 GLASS TYPES INTERLOCKS WITH REINF. EXT.(+) INT.(-) 24-1/8 30-1/B 36-1/6 42-1/8 48-1/8 54-1/B 102 10 60.0 60.0 10 60.0 60.0 10 60.0 60.0 10 60.0 60.0 10 60.0 60.0 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 53-1/8 108 • • • • ••• • • • • • •• • •• 24-L(8 •0.1►'8 36- �8 4448 48-1/B . •• 114 • • • 10 60.0 60.0 10 60.0 60.0 10 60.0 80.0 10 60.0 60.0 10 60.0 60.0 •., 54.4 54.4 • 10 • •- 60.0 • 60.0 60.0 60.0 0• 1-11-111-0 10. • • 60.0 60.0 • - • .- 60.0 • 60.0 60.0 60.0 24-1/8 is rYe 36-1/8 :?f/e i� ye • 120 • 10 • • •J• • 60.0 60.0 ••ile° 10• - • ■0- • Y . 60.0 60.0 60.0 60.0 ••lb -• ••9• • 60.0 60.0 INTERf7CKS W/O REINF. 9 • • INTERLOCKS WITH REINF. 60.0 60.0 GLASS CAPACITY CHARTS NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH APPLICABLE F8C EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. SILL RISER ITEMS EB 0R E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. •RODUCrREVIgna 6 .0Wy4ag w116 W. Rleeiie Iwlding C. i. AFraece No 1 - IZ% E•F•e are Fare Weir r••rp 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 n3y%U COMP-ANL\W10-31CGI FAX. (305) 593-6592 O NO CHANCE THIS SHEET NO CHANCE THIS SHEET NO CHANCE THIS SHEET c drawing no. W10-31 sheet 13 of 28 3/16" ANN.-GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemicol Co: OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlas OR Kuraray Americo, Inc.' 090" Interloyer Trosifol PVB By 'Kuraray America, 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 8535 GLASS TYPE A' i 7/16: OVERALL LAM. GLASS • • • ' • < ® 1 II • •1 • • • ••fill 0 ��' re ' W • • • • k • W •�� • • 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Gla By 'Eastman Chemical Co.'" OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR 090" Interlayer Trosifol PV8 By Kuraray'Americo, Inc.' 3/14" HEAT 6TREN'D GLASS • • • SLICONE • GE SCS 1200 (OW CORNING 899 OON•CORNNG 995 • • 8 .W k W • • • • • • • • s r so BLOCKS �AL 1/4 POINTS ON LITES `�/� THAN 36" M R�METER 8535 ••• • GLASS TYPE •B' • • 7/16" OVERALL Led±'q S • • • 3/8" AIR SPACE 3/16" TEMP. GLASS EXTERIOR 3/8" AIR SPACE 3/16" TEMP. GLASS GLAZING OPTIONS EXTERIOR 3/16" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PV8 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 'QUANEX' OR SUPER SPACER BY 'QUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 8515 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" Interloyer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuroray 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 'QUANEX' OR SUPER SPACER BY 'QUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85±5 GLASS TYPE 'B1' 1" OVERALL INSUL. LAM. GLASS •RODUC r REVB® u bnldlnoo.a Cplyi•g with the MAIM ade Acceptance No (% ^(2. _ Ecpiryti.n ate 4 -�r-t ? L, L._. Mt• ttWun Cu•IW. MAR 052 k0592 tuif � .0 a 1/, ATATE OF i°s''I�ORION.. '6% ',,5!oiyAL sN'o rOIL U a J 2 8 U c O rn N N �nt O � 3 n c ZL.. p _ b opQ G 2 NO CHANCE THIS SHEET 0 drawing no. W10-31 sheet 14 of 28 • •• • • • • • •• • •• • • • • •• • • •• 3 KSI CONCRETE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE &.INTERLOCK ENDS . EDG_a. .SEE CHART • . POT, QUAI�TJTIES .'1 111111 ilmiNUMMEMMEMMEMMEMENNEDIM 4011.1111111111 [I�l,1 1Il!fl fvl LmJ !Vl 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 A C) (TYPE 132 CLUSTER AT CLUSTER AT SOLE/ NTERLOCK ENDS STILE/INTERLOCK D.O5 NOB. R 6 8 4 6 8 PANEL MOM FRAMED HEIGHT EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EX6(+) INCHES INCIiI:s INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) 24-8 80.0 - - 80.0 - - 30-1/8 BO.O - - 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 66.8 80.0 - 63.4 80.0 - 54-1/8 82.8 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 80A - 64.3 80A - 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 24-1/8 80.0 - - 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 83.9 80.0 - 60.6 80.0 - 42-1/8 96 57.0 60.0 80.0 54.0 80.0 60.0 48-1/8 51.9 77.9 80.0 49.3 73.9 60.0 24-1/8 60.0 - - 60.0 - - 30-1/8 • 'Rip - - 60.0 - - 36-1/8 4 59.30 60.0 60.0 56.2 60.0 60.0 � 42-'8 10,• FeF/7 60.0 63.0 400 60.0 60.0 IA:8 47.9 80.0 Ah.O • 45.E 60.0 60.0 54-1/8 • • . 4163: 54.4 541 42.0• 54.4 54.4 •4• W8 • 60.D• - O 60.t_ - - 30-1 /8 60.0 - r • 60.00 - - 36Z-�1/8 • 55.3 60.0 00•• E•! 60.0 60.0 A • 1/8 108 49••.1 60.0 60..0r0 46.6 60.0 60.0 • • • f.s• 60.0 gO.D • 41.P 60.0 60A 48-1/e • • • 046 54.4 gyp`• • •351.ti 54.4 54.4 •7rWs 04-1/8 60.0 - - 60.0 - - tA-11/8 • • 60.C, - 0 • 81502 60.0 60.0 36- 8 114 60.0 SO .0 49.t .0 60 60.0 +��e •51••.0' • 45.9 60.0 60%1 •45.6 60.0 60.0 48-•/8 • 41.5 80.0 .04)•I_T..1• 59.1 60.0 24-1/8 80.0 - - • 60.0 - - •Jelh-1•/8 56.} 80.0 44015 • 9150.0 80.0 60.0 36-1/8 126• • •41? 60.0 60.0 46.3 80.0 60.0 42-1/8 • 43.T• 60.0 :0.0 •4 9 60.0 60.0 •1�•/8 38.% 58.4 64C 36.1. 55.4 80.0 UMIT EXT.(+) (DAD! 10.0111.0 PSF FOR UMIT EXT.(+) LORDS TO 811.0 PSF FOR LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DTHS AND HEIGHTS ACCEPTABLE LLTi 0 5 TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE 3 KSI & INTERLOCK ENDS SEE CHART CONCRETE FOR QUANTITIES ED6 DIST,.� 3 543" . �I �I )'rn_uill kit ANCHOR TYPE A THRU 1BY WOOD BUCKS INTO 3 KSI CONCRETE 18Y WOOD BUCKS SEE NOTE SHEET 1 L2 m= TYPICAL ANCHORS: SEE ELEV. FOR SPACING AT HEAD RPE 'A'- 1 /4" X 3-1 /4" ULTRACON BY 'ELCO' (Fu=177 KSI, 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 'ELCO' (Fu=177 KSI. Fy=155 K51) DIRECTLY INTO CONCRETE 2" MIN. EMBED TYPE 'C'- 1/4" DIA. SELF DRILLING 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 0R PAINTED) AT SILL I TYPE '132'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 K51, F)-155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR OUANTITIES 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. 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. DOORS W/O REINFORCING ALL SIZES DOORS W/ REINF. UPTO 96 N. HT. DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE TYPE II TYPE 'B'- TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES I EDGE 3 5/8" �QI1�11__ J fVMV. METAL STRUCTURES SEE SPEC BELOW ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MULLIONS INSTALLATION CONDITIONS SHOWN APPLY TO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH STD. FRAME HEAD AND SILL. AT JAMBS- - 1 /4" DIA. UI 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 K51) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/4" DIA. SELF DRIWNG 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) ANCHOR EDGE DISTANCES INTO CONCRETE OR MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SILL RISERSt. SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS S._ AND SHEET 13 FOR CAPACITY I I 3. 5/8". .1111 • POED & HARDENED NO-METAW /NON -SHRINKAGE HIGH STRENGTH GROUT tic = 5000 P51 MIN. NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE Z m 2 v rn TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES •RODUC F REVISED u e••plylr g with the Florida banding Cede Aoeepteece Nol.c/ li•20 Elpiretiw bete SERIES SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE COMP-ANL\W10-31CGI FAX. (305) 593-6592 0 _o O UPDATED TO 2017 FBC PANEL WIDTH ADDED 0 8 to drawing no. W10-31 sheet 15 of 28) 3 KSI CONCRETE EDGE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS HST' I .SEE CHART DIY • - . POR� Y-r- ,r�M� my 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 k C) (TYPE B2 CLUSTER AT CLUSTER AT SBLE/NTERLOCK ENDS SRLE/INTERLOCK ENDS NOLLPANEL 4 8 8 4 6 8 WIDTH FRAMED HEIGHT EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) E%T.(+) INCHES INCHES INT. (-) INT.(-) INT.(-) TNT.(-) TNT.(-) INT.(-) 24-1/8 80.0 - - 80.0 - - 30-1/8 80.0 - - 80.0 - - 36-1/8 82 80.0 - - 76.2 80.0 - 42-1/8 72.4 80.0 - 68.7 80.0 - 48-1/8 66.8 80.0 - 63.4 80.0 - 54-1/8 62.8 80.0 - 59.5 80.0 80.0 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 80.0 80.0 55.3 80.0 80.0 24-1/8 80.0 - - 80.0 - - 30-1/8 79.7 80.0 - 75.6 80.0 - 36-1/8 69.2 80.0 - 65.8 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 - 60.6 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 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 • &40 - - 60.0 - - 36-1/8 • 59.3• 60.0 60.0 56.2 60.0 60.0 42-y8 10� • •1/7 60.0 •1.0 SOD 60.0 60.0 441L f8 47.9 60.0 gb.0 • 45.50 60.0 60.0 54-r/8 • • • :1•3: 60.0 soli 42.0• 60.0 60.0 ill- Y8 • 80.0• - • 60.0• - - 30-1/8 60.0 - •- • 60.0• - - 36-1/8 • 55.3 60.0 IIM• • •2105• 60.0 60.0 42-1/8 108 49.1 60.0 60.0 46.6 60.0 60.0 SEP i/8 • • • IA• 60.0 60.11 • 4T2• 60.0 60.0 &IF L/e • • jL6 60.0 t &IV. 59.1 60.0 •4-1/8 60.0 - - B0.0 - - I •O.4'8 • • 60.00 - • S7.2 60.0 60.0 36-1/8 11• Si.9• 60.0 I.0 49.2• 60.0 60.0 2tI • :(8 • 4,r.9• 60.0 60.e • 4!6 60.0 60.0 41.5 60.0 iil • iv. 59.1 80.0 48-W8 • 24-1/8 60.0 - - • 60.0 - - 11110/e 58.90 60.0 •S • •4100 60.0 60.0 36-1/8 121 • 1 4At80 60.0 60.0 46.3 60.0 60.0 42-1/8 • 43.11 60.0 1).0 41,9 60.0 60.0 119 1/8 38.9• 58.4 titga 4 36.9! 55.4 60.0 3 KSI & CONCRETE EDG DIST TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE NTERLOCK ENDS SEE CHART FOR QUANTITIES 3 5/3" III 11111IIII� fU1 Li Vl ANCHOR TYPE A THRU 1BY WOOD BUCKS INTO 3 KSI CONCRETE 1BY WOOD BUCKS SEE NOTE SHEET 1 E2 TYPICAL ANCHORS: SEE ELEV. FOR SPACING -AT HEAD TYPE 'A'- 1 /4" X 3-1 /4" UITRACON BY 'ELCO' (Fu=177 KSI, 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" UITRACON BY 'FICO' (Fu=777 KSI, Fy=155 Ksq DIRECTLY INTO CONCRETE 2" MIN. EMBED TYPE 'C- 1/4" DIA. SELF DRILLING 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 WNH ALUMINUM TO 8E PLATED OR PAINTED) EDGE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES .63 5/8" n qrnin 3 KSI CONCRETE ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE mN a 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 '1112'- 1/4" DIA. UITRACON BY 'ELCO' (Fu=777 KSI, Fy=155 KSI) 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 DETAI UMIT EXT.(+) L•VAT• *00 PSF FOR DOORS W/0 REINFORCING ALL SIZES LIMIT EXT.(+) LOA•S TO 860 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. LS. ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE II II II 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- TYPE 'A'- 1 /¢ DIA. ULTRACON 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 TYPE 'B'- 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" DI F DRI IN 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) ANCHOR EDGE DISTANCES INTO CONCRETE OR MASONRY = 2-1/2" MIN. INTO W000 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. SILL RISERS •RQDUC T REVI�Y SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS Iu c'''"plylegw"1 J•R•I6Y AND SHEET 13 FOR CAPACITY bulaln+Cade huwtAnce � 1 141 g ?.� \ a PON•ED & HARDENED 1 NO-METALLIC/NON-SHRINKAGE HIGH STRENGTH GROUT f'< = 5000 PSI MIN. NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE z 0 TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE MAR052018 No Luyir93i1e Dote 4.1 kaa �=r7 Ms. a tua wedge 0,01001 11 N 11) I I moo y/ STAJE OF • ro‘U drawing no. W10-31 (sheet 15 of 28 3 • • • • • • EDGE DIST. SEE SHEET 15 FOR ANCHORS 3 5/8' EDGE DIST. , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••ir •• • EXTERIOR • •• • • • • •• • • • • • • •• •• • • • • • •• • •. FIDSE•O16i • • •• • • • • • • E7 • • • • ..♦••• ••-..,.. •Pei.• • •SiE SHEE; 15 FOR ANCHORS • • EDGE DIST eAA,I 3 5/8" 1 -') —121 )}:gill POURED & HARDENED HIGH STRENGTH GROUT NON —SHRINK, NON—METALLIC f'c = 5000 PSI MIN. NOT BY COI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE 3 K51 CONC. ' 3 5/8" 111=111 11 11111I_= 11- )l 7W-H 3 KSI CONC. THREE (3) TRACK DOOR DETAILS WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS •R©DUC r REVVED as complying the fleelae holding Cede Acceptance No 2(X. Expiration Onto e, t„ Mt. as' Rods - p SILL RISER REQD. FOR LOADS ABOVE +60 PSF DECORATIVE SILL COVER OPTIONAL SILL RISER READ. FOR LOADS ABOVE +60 PSF .^1111111 11jy '', 9 2 MAR051018 iO 1/STATEOF 4yam' S'•.FCORIOP,.�G'" MIU COMP-ANL\W10-31 CGI SERIES SENTINEL 150 ALUM SLIDING GLASS DOOR FAX. (305) 593-6592 O n a 8 0 G 0 NO CHANGE THIS SHEET NO CHANGE THIS SHEET drawing no. W10-31 sheet 16 of 28 • • • • • • • • •• • • • • •• • •• • • • • • • • • • •• • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX LOCK STILE 1X6 OR LARGER WOOD BUCKS TYPICAL ANCH SEE EL FOR SPACI • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •EtQR•FRAME WIDTH • •• •••• %X6 OR LARGER Vii•B�C•K • R • • • • W000 iTRUCTURE • PANEL WIDTH • • • • • • • •• • • • • • • • • • • • PANEL WIDTH D.L.0 EXTERIOR INTERLOCK (REINFORCED) O 1/2" MAX. LOAD BEARING SHIM DOOR FRAME WIDTH REINF. AS RECD. SEE CHART ON SHEET 13 FOR CAPACITY O INTERLOCK DOOR FRAME WIDTH (REINFORCED) TYPICAL ANCHORS SEE ELEV. FOR SPACING O DOOR FRAME WIDTH #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 THREE (3) TRACK DOOR DETAILS FIXED PANEL O ASTRAGAL PANEL WIDTH PRODUC f unser ea..plyfaj with the OieaY• hwld(ng Code Aceeplaaee No Expiratim Date r. f Sk OM. f:d, G1 (� 1/4" MAX. LOAD BEARING METAL SHIM STRUCTURE S -12( TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 COMP-ANL\W10-31CGO 8 8 5 cru 0 a U V 0 8 A 5 0 0 drawing no. W10-31 sheet 1 7 of 28 • • 0 0 0 0 SEE SHEET 15 FOR ANCHORS EDGE DIST. /1 1 3/4" EXTERIOR • •• it 4 O 3 KSI CONC.< • • • • • • • • • • • • • • •• d • •• • • • • • • • • • e *.. • LOGE DIST. • • t• 3/4" • 0 POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK. NON-METALLIC Yc = 5000 PSI MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE 3 KSI CONC. • • • SEE SHEET 15 FOR ANCHORS • TWO (2) TRACK DOOR DETAILS SEE SHEET 15 FOR ANCHORS EDGE DIST L 1 3/4 EXTERIOR 3 KSI CONC, EDGE DIST. 0 1 3/4" SILL REOD ABOV 3 KSI CONC. 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 SEE SHEET 15 FOR ANCHORS MAR 001018 xRooUCt REVVED cmitilabeling C tNth He Redd* Actepta•tt 401 -I Z •2c E.Oratfw Otte 6, 1 tiL.', c .�....t 'L >yro0oet Coe** COMP-ANL\W10-31CGO 0 d FAX. (305) 593-6592 5 3 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0 w O drawing no. W10-31 (sheet 18 of 28 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX LOAD BEARING SHIM L o 18Y WOOD BUCKS SEE NOTE SHEET 1 1/2" MAX LOAD BEARING SHIM TYPICAL ANC SEE EL FOR SPACI • • • • • #10 X 1-1/4" SS PH SMS 1 PER CLIP #8 X 3/4" SS FH SMS 71 PER CUP PANEL WIDTH • • • • •• •• • • • • • • • • • • COOS FRAME WIDTH EXT • • 22Y 1D0D BUCK. • • • • 0 WOJb•STRUCTURE • • • • •SEE NOTE SHEET 1 • • • • • • •• • • • • • • • • 1/2" MAX. LOAD BEARING SHIM DOOR FRAME WIDTH PANEL WIDTH EXTERIOR 0 L- rc z U p oa§ TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR DOOR FRAME WIDTH ASTRAGAL #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 PANEL WIDTH 1/4" MAX. LOAD BEARING SHIM •RODUC r R@Virwe er oonptphd mitt tte Flyyp 6 RfR Code Arerpteere No?ZO Ea Wetiee Oatc cj 1 bliAie Rd- roamer Comog METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING FIXED PANEL TWO (2) TRACK DOOR DETAILS MAR 052018 mIL U COMP -ANL\W10-31CGI 0 c L fA LD tr N 0 H N y NI O N• I O 3 n C Z LT2 O -M O 8. o — FAX. (305) 593-6592 NO CHANGE THIS SHEET 2 .o 0 0 drawing no. W10-31 sheet 19 of 28 D00R FRAME HEIGHT • • • • •• • • • • • • • •••£'r • .5 EDGE DIST. • • 6E8GG FIST. • • • • • • • SEE SHEET 15 FOR ANCHORS 3 5/8" •.7 • bs L •• B S SHEET 15 FOR ANCHORS EDGE DIST 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. 3 5/8' 3 KSI CONC. EDGE DIST. EDGE DIST. REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. •RODUC t REyogp 0i U"1917i8 Mgt t4 Fi balding Cy.. neeFtsneeI `WraWn I to 3 KSI CONC. WEEP SIZE 1/4" X 1/8" OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL .2. SILL RISER REQD. FOR LOADS ABOVE +60 PSF SILL RISER READ. FOR LOADS ry�ll ABOVE +60 PSF MAR 0 5 201 FOUR (4) TRACK DOOR DETAILS /F '.Nc •ih591 ' STATt OF HIV U ZJ 0 0 FAX. (305) 593-6592 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET drawing no. W10-31 (sheet 20 of 28 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIM to PANEL WIDTH D.L.O 7.4 E27 EXTERIOR DOOR FRAME WIDTH 1X8 OR LARGER WOOD BUCKS 1/2" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE E • • • • • FOR SPACI G • •• 411111 + • IL • ••••• • • • 1 • •• `••11•••• • • pl• • • • tili • . • • • • • • • • • • • • • • We ▪ OR LARGER WOOD BUCK • e OR. • • • • WOOD STRUCTURE • • • • • • • EXTERIOR 1 /2" MAX. LOAD BEARING SHIM DOOR FRAME WIDTH #10 X 1-1/4" SS PH SMS 1 PER CLIP 3 PER PANEL AT 18" FROM EACH END AND AT MIDSPAN 1/4" MAX. LOAD BEARING SHIM 1/4" MAX. #B X 3/4" SS FH SMS LOAD BEARING 1 PER CLIP SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING •RODUC 1' RfiV1�p 0.001Yhte with koWinCoda the Acceptance No 17-/2-j Eipratlr Otte 8adr o rd. .01 FOUR (4) TRACK DOOR DETAILS fNAR 0 5 2018 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING COMP-ANL\W10-31CGI FAX. (305) 593-6592 0 5 G 5 5 a 0 drawing no. W10-31 (sheet 21 of 28 • • • • •• • • • • (6) ANCHORS • • •••e •• ••• • 0 0 • •• • • • • •• L3(i • • • (4) ANCHsR+S ••• •• • • • • • •• III • • (8) ANCHORS DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY ALL DOORS WITH CORNER CONFIGURATIONS ARE LIMITED TO t60.0 PSF O90' CORNER #10-24 X 1/2" FH THREAD CUT11NG SCREWS AT 6" FROM ENDS & 12" 0.C. PANEL WIDTH D00R FRAME WIDTH #10-16 X 1/2° HH SELF DRILLING SCREWS AT 6° FROM ENDS & 12" 0.C. • •• • • • 3 45/8" • • • • •••• •• • •••• •••• • • •••• •••• • • ••• • • , 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 TWO (2)_ TRACK EXTERIOR PANEL WIDTH DOOR FRAME WIDTH THREE (3) TRACK FOUR (4) TRACK (4) ANCHORS (6) ANCHORS (8) ANCHORS #10-16 X 1/2" HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" 0.C. MITERED WELDED JOINTS AT HEAD/SILL •RODUC r REVISED as emplyfeg MI6 We Fisttilip balding Cade Aaepbece No j .20 Expdrnlee Dite_44_zz.bzo Mir.' Hod. radon Combo; MAR 052O18 alI COMP-ANL\W10-31CG1 I _ n 0 y O " oCL N c 0 ~ N 0 0 • I .0 C Z h 30 0 o� col U O o— n 0 0 0 5 0 h n' • 0 0 01 drawing no. W1O-31 sheet 22 of 28 • • •• • • • • • • TYPICAL PAD PILE INSTALATION LOCATION • P • • • • • • • TYPICAL AT PANEL 4 CORNERS • • • • EXTERIOR DOOR FRAME WIDTH NOM. PANEL WIDTH EXTERIOR MOUNTED POCKETED JAMB 1-1/8" MIN. EDGE DIST. TYPICAL ANCHORS TYPE A, B OR 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 METAL POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ MAR 0 5 2018 •RODUC f immix/ th landing with the Acceptance No I7—I rc.2.4 Evil-at/an Dete h. (Wei andt todu f CouNy (0411V SERIES SENTINEL 150 ALUM SLIDING GLASS DOOR (LM.I.) COMP—ANL\W10-31CGI FAX. (305) 593-6592 8 NO CHANGE THIS SHEET G 38 ND CHANGE THIS SHEET 0 0 dote: 05-20-10 drawing no. W 10-31 sheet 23 of 28 • • • • • •• • •• • • • • •• • •• • CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264-8100 FAX. (305)262-6978 J COMP-ANL\W10-31CG) El 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 6063-76 CGI 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 CGI-181 ALT. SILL RISER(OPT10NAL) 6063-T6 CGI EXTRUDER - E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E1O CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8") 6063-T6 CGI EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS Ell CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - MAIN STILE AT 40" FROM BOTTOM E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) Ei4 COI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) E15 CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) 016 CGI-121 7/16" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) E17 CGI-123 1" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - DOUBLE LOCKS: REQD. AT 90' AND 135' CORNER PANELS ONLY 0 o g CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 E19 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 TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - SS MORTISE LOCKS WITH RECESSED ADAPTORS HD-3310141 (PART # ) SECURED WITH E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - (2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED E23 CGI-168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - CONNECTING 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 CGI-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-T5 CGI EXTRUDER - SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS E28 CGI-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 (1351 6063-T6 CGI EXTRUDER - E33 • ZGy T039• MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - �1 QGI-�W/ CUEING S.I VINYL (DUROMETER 75-80 SHORE A) PVC - - c •Mh CGI-171C• FlD• X�NELC+IP (2-1/2" LONG) 6063-T5 - 3 ®FIXED PANEL ---, o co E - ce y 9 .-L., NO CHANCE THIS SHEET NO CHANGE THIS SHEET REV. PER RER COMMENTS 1,3 • `C}+7j • FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL INILODUCf REVItiy a •A•0 CGI-176 •• FRilE BEAD A�TILIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. ru+•lybug will llfe Fjyy�, Wading M11 W23,01NG PIL• STINT CRIER FIN WOOL ULTRAFAB OR EQUIV. - Cede A«rptan rr No 17-, Z12. ZO M12 -• BOTT0i1i2AIL•Sj1FFENER, 1" LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL Eopt•d•e Deft r, t la t "2,5 • ¶1?3 • • TA-51� 13R�-150•C2SS ROWER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL A ( C I� l �4t �. y_ • •1fA 01984 • ROLLEi !Addy AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL Ma+' ltsdr P ridCo•Nol � vv.Sr1T�500 • DUAL Y�➢SS LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M14A PS•11-00•6-•17 DUA! M •SF• !Ibex ST/ST INTERLOCKS ATTACHED TO M16A OS •Mti4 StD-50? • KEEPER ZINC SUWVAN INST. W/ 2 #10%3/4" PH 4 0 = 'gv o _ 0 - 0 SGD•507N KEEPER :••• ZINC INTERLOCKS INST. W/ 2 /10X3/4" PH MAR 0 5 7018 M16 • SGD-503 • REC`SSEPD �4PIOR ZINC SULLNAN INST. W/ 2 #10X3/4" FH z 0 • • M16A P9010-110.611107 RECESSED ADAPTOR • ZINC INTERLOCKS INST. W/ 2 #10%3/4" FH M17 SA-5500 • HAN E V • ZINC SULLIVAN/INTERLOCKS - ^ 0 o o - ` „ n . • kl1i SM2300WH • HANDL SET OPTONAL ZINC SULLIVAN - 011111111I II7 M19 SC!C• SIG'gJF • SEALANT SILICONE GE - ` JP,D �:14 '' M20 CGI-177 PANEL TOP &BOTTOM DUST PILE WOOL/PVC SULLIVAN"5 AN OR EQUIV. 4 PER PANEL ,. aB, •..!0 M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL yo M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB 0R EQUIV. -{7 '/. 1� T {7 M23 HD-12-10042 .350" REACH POCKET SEAL - AMESBURY - -��.. 1• - f drawing no. W 1 0-3 1 52 -10 X 1 1/4•' LC. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER AY F �� '•., ITT € f6/ S oni► i .... 'rr/111111t111` sheet 24 of 28) • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • 4.735 1 .070 .860 .847 E3 FRAME HEAD (2 TRACK) .075 .070 .640 9I-4.735�i 1.250 E1 FRAME SILL (2 TRACK) 2.600 5.921 .847 n I� �Gu7� 1.250 � • FRAME HEAD (3 TRACK) O FRAME SILL (3 TRACK) • •• • • • • • •• • •• • • • t4 OUTER TRACK 'ASTRAGAL STILE • •••••■ • • • • • • • • • •• e• • •• • • • • • • • • • • • • • • • •• • • • • • • • • • •• •• • •• •• • • •••• • • • • • • • • • • •• • • • • • • • • 1.610 3.750 2.755 .125 1.870 .070 3 572 1.255 2.005 E9 INTERIOR TRACK ASTRAGAL STILE -j 1.340 r O TOP/BOTTOM HORIZ 3.000 .070 995 4.250 1.490 1.415 2.005 Es MAIN STILE r_ .675 .995 - - .050 .975 1.184 GLAZING BEAD LAM. GLASS -j-.120 - 4 .995 .050 975 1.184 F-- GLAZING BEAD INSUL. LAM. GLASS 1.508 .725 64 4 rP .125 0 FIX. PANEL CLIP E5 INTERIOR INTERLOCK E4 EXTERIOR INTERLOCK EB SILL RISER (OPTIONAL) 0 POCKET HOOK 0 0 1.340 r 4.250 TOP/BOTTOM HORIZ (OPTIONAL) EXTERIOR INTERLOCK (OPTIONAL) 2.005 INTERIOR TRACK ASTRAGAL (OPTIONAL) 0 MAIN STILE (OPTIONAL) 0 INTERIOR INTERLOCK (OPTIONAL) 0 r 1.825 .125 .125 1.310 INTERLOCK REINFORCING 1.600 3.750 .155 2.591 f-.625 SILL COVER(OPTIONAL) 041ODUC E REVISED 1.870 N ouoplyug Mitb the Wedds h.ading Cede A...rause. No ZI Za Emarirti•• Doe 2.005 - 4\]',...c\ Y,4is✓ ib� Pr•i00 Critgi nok 3.510 OUTER TRACK ASTRAGAL (OPTIONAL) .625 SILL RISER (OPTIONAL) SERIES SENTINEL 150 ALUM SIDING GLASS DOOR (LM.I) COMP-ANL\W10-31CG1 FAX. (305) 593-6592 o_ a NO CHANGE THIS SHEET G 5 a 0 a drawing no. W 10-31 sheet 25 of 28 • • • • • • • • • • •• • • • • •• • •• • • • • • • • • FEMALE CORNER ADAPTOR (90') 1.886 .190 2.412 / \\\\YYY////J 1.347 1,615 .128 .774 4 1 330 FEMALE CORNER ADAPTOR (135') MALE CORNER ADAPTOR • •. •• • • • • • • • • • •• • • • • • • • • • • • • i•• • •• • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • . •. • •• • • •• •• • • • • • • • . • • • • • . • • •• • • • . • • • L-.625 E2 FRAME JAMB (2 TRACK) 510 Y- �.060 .2601I I-- -. f.640 FRAME HEAD COVER L{ �.640 .344 J ® FRAME SILL COVER 5.951 1..375 1.620 7 7 .080--iio- 1.620 d .065 .545 4 .090 --I k-II 1.620 .625� F� 0 FRAME JAMB (3 TRACK) FRAME JAMB COVER .725 .125 1.508 065 .664 M2 FIXED PANEL CLIP aRODUC f REVIVED as implying wilb tit Florida bidding Coda Acceptance No 1.7-12(b•. ar E.piratiw Dette '), Ma r' Rah Product Cmao1 MAR 052018 roymIU COMP-ANL\W10-31CGI FAX. (305) 593-6592 0 o_ n n ,0 c drawing no. W10-31 sheet 26 of 28 • • • • • ••• •• • • • • •• 7.750 d 080 .925 .857 IRRJ i 250 6 Jf �1 FRAME HEAD (4 TRACK) .080— 2.600 d pp n p pp p 753 5U1rll II II 11 JI— _ 7.730 FRAME SILL (4 TRACK) • ••• • • • • • • • • • • • •• • •• • •• • • • ••• • • ••• • • • • • 7.750 ••• • • • tD41iI 095• 1.375 r_ ••• •••• • • FRp►AE J AMB•(4 TRACII • •••• 1.620 • • • • • 1.620 1.620 • • •• Y • ::::: .625 • • •• • • • • • FRAME TOP CORNER 4 TRACK SHOWN FRAME BOTTOM CORNER 4 TRACK SHOWN •RODUCC REVISED idding a I •t•PlOse with the nort•a Cada A•e4ttaace No 17-12I f(• 2, E+Pit•Ih•4110 le& reduce Gamed Ate 4 COMP-ANL\W10-31CGI cn N FAX. (305) 593-6592 0 v 8 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET n 0 drawing no. W10-31 sheet 27 of 28 • • • • • •• • • • • • ••q • •• • • • • • • • •• •• • •••• • • • • • • • • • • • • • • • • • • • • • • • • • FRAME TOP CORNER 3 TRACK SHOWN • •• • • • • • • • • • • •• •• • • FRAME BOTTOM CORNER 3 TRACK SHOWN FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN PRODUC r REVISED as O°wPMaa with the Flotilla Witting Cade Ap•,ery�ta,ae�e No ( 2 ( • 2-0 PANEL TOP/BOTTOM CORNER MITERED BEAD CORNER (TYPICAL) PANEL TOP/BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) 0592 0 2U1&• oc�z STATE OF kW• ,'�tIIII\\N SERIES SENTINEL 150 ALUM SLIDING GLASS DOOR (LM.I.) COMP-ANL\W10-31CG1] U O p W 17 en O N o h 0 • N O M c Z J n 3 " 0 off.. Uo (305) 593-6592 NO CHANGE THIS SHEET NO CHANGE THIS SHEET O c drawing no. W10-31 heet 28 of 28 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) LCGI 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). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, -including the High Velocity Hurricane Zone. )DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I7 APPROVAL DOCUMENT:`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., 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. f th'e i quest ®t` *he.B. ilding Official. This NOA revises NOA No. 15-0929.13 and consists of this page 4artr rtdeicritge .E-1, E-2, E-3 and • E-4, as well as approval document mentioned above. • • • • • • • • • • ' • The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMI-DADE COUNTY APPROVED • • • • • •�• • • • • • • • 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 • • • •• ••• • •• • • •• • •. • • • • • • • • • • • • • • • ' •' • • • : •-NOA No. 17-0918.097 Expiration Date: September 22, 2020 • Approval • Date: N ovember 02, 2017 • • • • • • • • • Page 1 • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) •• ••• • • • • • •• • • • • • • • •• ••• •• • Qrge1Vj. Plasencia, P. E. • • • PrAd et Cont►tl 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.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. E-2 •• •.• • • • • • .• • • . . • • • •. ••• •. • • • • • • • • • • • gel 1 Plasencia, P. E. • • ' • Pgeduct t•'ontra1 Unit Supervisor •• • '▪ . • • • ' NQ4. No. 17-0918.09 • . • . . •• • E'xpir1tion Date: Sgptember 22, 2020 Approval Date: November 02, 2017 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • Y • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 5' Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section; dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through•I1•of 14, iat®d 43/29/14) with revision "H" dated 09/05/17, prepared by AI-Farooq C9rpor•.3tigt: sei godl ealed by Javad Ahmad, P.E. • E-3 • • • • • • • org®14I..Iilesencia, P. E. • . . • . .• ••• • • :Pr •rtct Con�roll.}initSupervisor • • • •• •• • • • NOA !iv. 17-0918.09 • • Expiration Date: September 22, 2020 Approval Date: November 02, 2017 ... . . • . ... . . • . . . . • . . • . . ... . . . • . • . . . . . • • • .. .. . • . .. .. ... . . • ... . . CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® UItraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance 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. E-4 • .. ... .. . .. .. • •▪ • • • • •.•.•. ••• .•. •• • • • • • • . P orge.M. Plasencia, P. E. • • • • .P •s wit Control Unit Supervisor • • • • . • . . • 1NrCIA go. 17-0918.09 • Expiration Date: gepteinber 22, 2020 Approval Date: November 02, 2017 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • • .,, ",-,` `._._•,•.,-,. 6" FLANGE WIDTH 5' MAX. TYP. i gl MAX. HEAD/SILL MTG. STLE o o i .11 =immu•isigm in 63' FLANGE HEIGHT 58 1/2" D.L OPC. 4 I 1 ll F 11 9 IL III • v Av n /. <3==I FALSE MUNDNS (SURFACE APPLIED) 32 7/8" 32 7/8" _ ADDL, ANCHOR REDO. AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. 36 3/8" D.L OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL VEN FLANGE & FLANGE ADAPTOR FRAME 110" 5 1/2" MAX. HEAD/SILL • •• • • • • • •• • • •• • ••• • • • • • • BUCK WIDTH 5" MAX. TYP. MTG. STILE 13 5/16° MAX. HEAD/SILL e• . i •b Y U • m • • •• • • • • • �•••• 4. . E2 • • i v>ESI 'rho • F4 •n J • • •• • • • • Tf-- • •w • 'L Yi}TIR II •• ••41 •^ • • • FALS` MUNTIN (SURFACE APPUEU OPTIONAL I >• 32 7/8" D.L OPG. 36 3/8" VENT WIDTH 32 7/6' D.L. OPG. FIN FRAME 110" BUCK WIDTH 5 1 /2' FOX. HEAD/SILL S MAX. TYP. MTG. STILE BUCK HEIGHT 58 1/2" •••�•ea _•_ • ISM Mal •7••1•NI= VENT HEIGHT 55 3/4" D.L OPG. O I I I I I II II o B1 i► 7 G N. fr I II it I I ,y !II' ;II' t FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 32 7/8" 32 7/8" D.L OPG. 36 3/8' VENT WIDTH D.L. OPG. 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 EDH10N)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO DE REVIEWED 13Y BUILDING OFFICIAL. 1,4 ADDL ANCHOR RE00. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WID115 AT HEAD/SILL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Da e 09/22/2020 By Miami- a Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT 11111111 )�:•'VIGENSF Kd 4-u Of 40 Cl 0 W • ui C p H N m N oNM I M a3 czD 0_ o3 Uo 5 6 U 5 S .13 -o 8 drawing no. W10-18 sheet 1 of 11 • u ,Wr.L 6.1,-1.111.., 6" MAX. FLANGE WIDTH - - 5• MAX - HEAD/SILL Typ, A C MTG. STILE 63' ! . FIANCE HEIGHT 58 1/2' I - -' ._1 - p n N 2 a J o — __-/ JL 5 If(� n 5 3 3r-j - / g II I t_ _ - %/ _ '/ - _ (1 I; �I H I) t / 1. FALSE MUNTINS (SURFACE APPLIED) 24 1/2" 49 5/8" ADDL. ANCHOR RED! AT CENTER OF AU. • OPTIONAL D.L. OPG. 28• - D.L OPG. FIXED OR OPERABLE ABOVE 30' PANEL V AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 7 - 110' 5 1/2' MAX. HEAD/SILL • • • •• • • •• •• •• • • ••••.• • •• • Y m n 0. • • m • • • • • • ••••r• • • • • • • J • •• • • • v BUCK WIDTH 5" MAX. TYP MTG. STILE 13 5/16" MAX. HEAD/SILL PANELS IDTHS WI i— • • • li • ak •1 HF_ , ,X-=-_-_-_ / // —• iv• if e-yeytt • - • "1/ II • • Il• • • '7 •-• 1•.1 . . :. . FALSE• MUNTINki (SURFACE APPUED) OPTIONAL 24 1/2" D.L OPG. 28' VENT WIDTH 49 5/6" D.L OPG. FIN FRAME 0 1-4 110" 5 1/2" MAX. FLANGE WIDTH 5" MAX. HEAD/SILL TYP. Al MTG. STILE 5 J_ \ I' i /I 1 . II (� I 3F= O // /I <V� ell }'/ I I ' 2 \ w \ = ® O a — O — It M - N<! FALSE MUNITINS (SURFACE APPLIED) - OPTIONAL 24 1/2" \ l \\ ADDL. ANCHOR READ. 49 5/6" �AT CENTER OF ALL PANELS D.L. OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL - D.L OPG. 28" - - EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration DateQ9f22/2020 z U E COMP -ANL\W10- 0 0 5 0 k drawing no. W10-18 sheet 1,10f 11 • DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES FIANCE DIMS. BUCK DIMS. 'A'&11', 'B'&RI' '8' & 'B1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/e 25-1/2' 65,0 65.0 80.0 90.0 37' 36' 65.0 65.0 80.0 90.0 53-1/8" Z5" 52-1/8" 25. 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 37" 36' 65.0 65.0 80.0 90.0 • 53-1/8"� 38:3 y+" 52-1/8" 37_3/8• 65.0 65.0 80.0 90.0 .74"� 73' ri 65.0 85.0 5,80.0 90.0 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 37" 65.0 65.0 80.0 90.0 r 53-1/87 50-5 336" ,.�- 52-1/8' 49-5/8.. 65.0 65.0 80.0 90.0 73" ► 65.0 65.0 , 80.0 90.0 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 37" - 53-1/8; �63 36" 52-1/8' 62, 65.0 65.0 80.0 90.0 - 65.0 65.0' 80.0 90.0 �" 73" 60.2 60.2 80.0 90.0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO OOR 0 TYP • • • • • • •• Ek1CK Du: • • • • • • • • ••• ••1 • l•••• FLAI66DIA•• • • • • • • • •• • • • • • • • •• • • • • • • FL' i4 FfZAi4F • • • • • • •• • • • • •• • STO. MTG. RAIL: IS' TYP. DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES FLANGE DIMS. HOCK DIMS. STD. MTG. RAH, H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPOS 'A'&'AL', '8'&'81' GLASS TYPES '8' & '61' CIASS TYPES 'C' & 'CI' WIDTH HEIGHT MOTH IICIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXI.(+) INT.(-) 55-3/4' 78-15/16' 83-1/2" 26' 54-3/4' 77-15/16" 82-1/2' 25' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 85.0 65.0 55-3/4" 78-15/16 83-1/2" 38-3/8" 54-3/4' 77-15/16" 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 65.0 85.0 - - - - 65,0 65.0 - - - - 65.0 65.0 55-3/4' 78-15/16' 83-1/2' 63' 54-3/4' 77-15/16 82-1/2" 62' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 85.0 65.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 BUCK DIMS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Mlam -Da roduct Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME • DESIGN LOAD CAPACITY - PSF (x0x S ZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL CLASS TYPES 'VOX, 11'k'B1' GLASS TYPES 'B' k '81' 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 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 38-3/8' 73" 105-1/4` 110. 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 60.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 50-5/8" 73" 105-1/4" 110' 49-5/8" 65.0 65.0 80.0 90.0 85.0 65.0 60.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4" 111' 63" 73" 105-1/4" 110" 62" 65.0 65.0 80.0 90.0 61.6 61.6 80.0 90.0 60.0 60.0 80.0 90.0 i(1/3W) (1/3W) (1/3W) r, OPERATING VENTS TO 0E 1/3 OF THE WINDOW WIDTH 15" Typ. • • • BUCK DIMS ^• • • •• • •• • • • • -y • • • k �4 FL4pG6 FR/41F) FIANCE DIMS ��++++ 'XOX' • • • • •• •••• • • • • • • •• •• • • •• • • • • • • • • • • • •• •••• • • • • • • • • • •• • • • • • X' TYP. DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. R. K.D. MTG. RAIL II.D. MTG. RAIL CLASS TYPES 'A'k'AI', 'VOW GLASS TYPES 'B' k 'B1' CLASS TYPES '0' k 'CI' WIDTH HEIGHT WIDTH HEGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 6R.(+) INT.(-) 74" 108-1/4" 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" 37-3/8" 65.0 85.0 60.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 60.0 90.0 65.0 65.0 74" 106-1/4' 111" 50-5/8" 73" I05-1/4' 110" 49-5/6" 85.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74` 106-1/4 111' ' 63" 73" 105-1 /4" 110" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - `65.0 65.0 (1/4W) ii (1/2W) (1/4W) C- OPERATING VENTS TO BE 1/4 OF THE WINDOWtiWIDTH 'XOX' BUCK DIMS EQUAL LEG FRAME STD. MTG. RAIL: I H.D. MTG. RAIL: BUCK DIMS _ FLANGE ADAPTOR FRAME FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED os complying with the Florida Building Code Non -No. 17-0918.09 Expiration Data 09/22/2020 ey Miami -Da roduct Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME r^- (z N . 70592 AOr- 4 IDA.•' Ge� 1 11(1111%0' (44Iv U P zz 0. U drawing no. W10-18 (sheet 2,lof11 DESIGN LOAD CAPACITY - PSF (X0 0R OX SIZES) BUCK DIMS. STD. MTG. RAIL B.D. MTG. RAIL GLAS TYPES 'C&'AI, 'B'&'BC GLASS TYPES 'B' & '131' WIDTH HEIGHT EXT.(+) INT.(-) ExT.(+) INT.(-) 25-1/2" 36' 52-1/8" 73' 25' 65.0 65.0 80.0 80.0 65.0 65.0 60.0 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 65.0 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 50.0 80.0 65.0 65.0 80.0 - 80.0 65.0 85.0 80.0 80.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH 'XO OR OX' • •• • • • • • • •• • •• • • • • • •• • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • ••••• •• • • • • • • • •• • • • • • • • • • • • • • • • DRSTGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAH. H.D. MTG. RAIL R.D. MTG. RAIL GLASS TYPES 'A'&'AI , '13'&'61' GLASS TYPES '8' & '81' CUSS TYPES 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) DQ.(+) INT.(-) EXT.(+) INT.(-) 54-3/4" 77-15/16" 82-1/2" 25" 65.0 65.0 80.0 B0.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4" 77-15/16" 82-1/2" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 60.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4" 77-15/16" 62-1/2" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4" 77-15/16" 82-1/2' 62' 65.0 65.0 60.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH "XO OR OX' • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 PRODUCT REVISED as complying with the Florida Bullding Code NOA-No. 17.0918.09 Expiration Date09/22/2020 By Miami-Dad•SVroduct Control FIN FRAME FAX. (305) 593-6592 0 f0/N 8 e 66 2 0 drawing no. W10-18 (sheet 3 of 11 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. FLAIL GLASS TYPES 'A'6'A1 , '8'081' GLASS TYPES 'B' & '81' WIDTH HEIGHT E T.(+) INT.(-) EXT.(+) ( INT.(-) 73" 105-1/4" 110" 25" 55.0 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" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 49-5/8- 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73- 105-1/4" 110" 62" 65.0 65.0 80.0 130.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80.0 (1/3W) y (1/3W) (1/3W) 7eee - OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH • • • • • • • •• • • • • • • • • • • •• • • 'XOX' • •• • • • • • • • • • • •• •• • • •• • • • • • • • • • • • •• • • • • • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL B.D. MTG. RAIL H.D. MTG. BAD. GLASS TYPES 'A'6'AI , '8'&'81' GLASS TYPES '8' 4 '81' GLIS6 TYPES 'C.' k 'eY 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 60.0 80.0 65.0 55.0 65.0 65.0 80.0 80.0 65.0 65.0 73' 105-1/4" 110" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 85.0 80.0 80.0 65.0 65.0 73" 105-1/4" 110" 49-5/8" 85.0 85.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73" 105-1/4• 110" 62- 55.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH • • •• •. • • 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 -DEC-219 PRODUCT REVISED as complying with tho Florida Building Code NOA-No. 17.0918.09 Expiration Date 09/22/2020 By Miami ad roduct Control FIN FRAME 7i`S10'7Lev; Y"it il1111% -i 0 cn drawing no. W10-18 (sheet 3.1of 11) • • •• • •• • • • • •• 1/4" AIR SPACE 411/8" ANN. GLASS • • • • • • • • • • • �m • • • • • • • • • II • • • • • •• 1/8" ANN. GLASS .075" Interloyer Saflex CP With PET Care By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Gloss By 'Eastman Chemical Ca.' OR \--- 090" Interloyer SentryGlas By Kuroroy America, Inc.' OR .090" Interlayer Trasifol PVB By 'Kuraray America, Inc.' 1/8' ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36' GLASS_TYPE 'A' 5/16"`NOMINAL LAM. CLASS I-1 /8*ANN7 GLASS 075" Interlayer Saha', CP With PET Core By 'Eastman Chemical Co.' 0R .090" Interlayer Saflex Clear And Color Glass 81. 'East.. Chemical Ca.' OQ • • • 094 Interlayer SentryGlas B7• 'Kuraray .•nerica, Inc.' 04 • • t 8 HEAT 004 it•Heyr / " Trosifoi PVB By 'I‘usarayhnerica, Inc.' • • Idai •+. GLASS • • •S1I4ONE • • G9 200 r CORNING 899 D•e CORNING 995 • Olt., EDGE SPACER ST. STEEL BY 'CARDINAL' • 0R ----IDURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1/8" HEAT STREN'D GLASS .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co' OR .090" Interloyer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By Kuraray Americo, Inc.' OR 090" Interlayer Trasifol PVB By 'Kuraray America, Inc.' 1/8' HEAT STREN'D GI etc SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36' GLASS TYPE. 'A' 5/16' NOMINAL LAM. GLASS 1/4' AIR SPACE STREN'D GLASS-\ AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70' OVERALL INSUL. LAM. GLASS 1/8" HEAT STREN'D GLASS .075- Interloyer Saflex CP With PET Care By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Calor Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGas By 'Kuroroy America, Inc.' O .090' Interloyer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/8" HEAT STREN'D GI ecc 1 Q .075' Interlayer Salle. CP With PET Core By 'Eastman Chemical Co.' OR .090' Interlayer 5entryGIas By 'Kuramy America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 w _ ©AT 1/4 POINTS ON LITES WIOER,THAN"36' GLASS -TYPE 'C' 3/16" NOMINAL LAM. GLASS * 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL 8Y 'CARDINAL' OR DURASEAL 8Y 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 0.70" OVERALL. SOUL. LAM. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING W tR10R PLY OF GLASS TYPE 'Al', 'B1' & 'Cl' MUST BE TEMPERED. R W 1/8" HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Care 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL AY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER 8Y 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'CI' 0.70' OVERALL INSUL. LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 77-0918.09 Expiration Date 09/22/2020 By !Elam " a roduct Control toILU COMP-ANL\W10 0 8 g 0 S 5 0 a a 0 UPDATED TO 2017 FBC a v 9 B 8 5 drawing no. W10-18 sheet 4 of 11) e! 1BY WOOD BUCK ; 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING ae• • • •• • • • H O F+ W • • • • • • •• • • • • • •• • • • • • • • •• • . W1 • • •• • • • • I • • • •• • • • • • •• • • • • • • • • • • • w3 p'EDGE 1BY WOOD BUCK z E < w. r \ TYPICAL ANCHORS/ SEE ELEV. FOR SPACING O J METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. LT, FLANGE & FLANGE ADAPTOR FRAME 2 3/8' MIN. -- r WHEN USED THE MIN. WCOD BUCK DEPTH SHALL BE 23fi'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. PRODUCT REVISED as comp)ying with the Florida Boilding Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami-0 a Product Control WEEPHOLES: wi = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER W2 = 1/8" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END r II MIAMI-DADE COUNTY APPROVED I MUWON & MULLION ANCHORS I SEE SEPARATE NOA II EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING _J TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 K51) INTO 28Y WOOD BUCKS 0R 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 SEI F ORII I INO SCRFWS (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 PAINTED) TYPICAL. EDGE DISTANCE INTO CONCRETE AND MASONRY m 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. C-90 HOLLOW/F1LLED BLOCK AT JAMBS f'm - 2000 PSI MIN. foI, U 8 c 8' FAX. (305) 593-6592 0 n 8 6 8 58 a a 8 drawing no. W10-18 sheet 5 of 11 1/4' MAX. SHIMS TYPICAL ANCHORS SEE E. FOR SPACING • • • • • • • •• • • • 4/4' MAX. • ••SaM • • •••• TYPICAL ANC ELE4. FOR SSEE.PA�ING • _ • BUCK MOTH IBY WOOD BUCKS BUCK WIDTH • • • • • ••••_.• ___ META• STRUCTURE XQX LAYOUT D.L. OPG. MIAMI-DADE COUNTY APPROVED MULLION & MULUCN ANCHORS SEE SEPARATE NOA BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT EXTERIOR EXTERIOR D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING ALTERNATE FLANGE & FLANGE ADAPTOR FRAME 1/4" MAX. SHIMS SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO ROTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED as complying with the Florida Building Code WOOD BUCKS NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami -Dad roduct Control EOF R1D1...•••,5r AL drawing no. W10-18 (sheet 6 of 11) • • • • • •• • • • • • • •• 4 • • • • • • • •• • • • • • •••• • ••• • •• • • • • • • • • • • • • • • • • • 1BY W000 BUCK d e TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS v. 1Err SEE ELEV. WOOD BUCK FOR SPACING METAL STRUCTURE TYPICAL ANCHORS \ SEE ELV. FOR SPAECING 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH ,TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. EQUAL LEG FRAME MIAMI—DATE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE OIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO W000, CONCRETE 0R METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8' MIN. 2-3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2W. THE USE OF DEEPER OR BEVELED WOODBUCKS 15 PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Data 09/22/2020 BY Mi Miami -Da roduct Control MIAMI—DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING `It{ II111 0592 sY R19 er•o\s'� drawing no. W10-18 sheet 7 of 11 • • • •• • • • • • • • • • • •• • • • • ILLUSTRATNE OILS. ONLY Eq. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CO O 0 • ••W • • • • •• • • • • • • • • • ••• • •••• • ✓. •••• • •• • • • •W2 • • •• • • • W1 El • • ••_&•• • • • • • HOUSE WRAP NOT BY CGI • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 1/2- 1 1 l/2" TYPICAL ANCHORS SEE ELEV. FOR SPACING BACKRED CAULKING WOOD STRUCTURE 1/4" MAX. NOT BY CGI HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING i8 SMS (Fu = 74 K51 MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD FIN FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami- a roduct Control BUCK WIDTH 1/4" MAX. EXTERIOR R3y"U 8 0 8 J a O g a 8 tiff FAX. (305) 593-6592 G 0 g c 4 2 .0 drawing no. W10-18 sheet 8 of 11 • • • • •• • • • • • • • • • • • •• • ITEM PART QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) C TEL. (305) 2848100 FAX. (305) 2826978 COMP —ANL\W10-03CGI) Et CGI-100 - FRAME JAMB • FIXED GLASS 6063-T6 CGI EXTRUDER PRODUCT REVISED E2 CGI-113 - FRAME SILL 6063-76 CGI EXTRUDER s complying with the Florida Building Code E3 CGI-102 - FRAME HEAD 6063-76 CGI EXTRUDER NOA-No. 17-0918.09 E4 CGI-103 - MEETING RAIL 6063-16 CGI D(TRUDER Expiration Date 09/22/2020 E5 CGI-104 - LOCK RAIL 6063-76 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER By Miami -Dade duct Control E7 CGI-106 - SASH RAIL 6063-76 CGI EXTRUDER E8 CGI-107 - 5/16" GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI- 108 - 0.700" GLAZING BEAD 6083-75 CGI L8IHUOER E10 CGI- 109 - FRONT FLANGE ADAPTOR 6063-76 CG1 EXTRUDER ®MTIMEIMMIIIIIMI= NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER El CGI-135 - TF FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER El CGI-136 - TF FRAME HEAD 6063-T6 COI EXTRUDER E14 C0I-139 - TF FRAME JAMB 6063-76 CGI EXTRUDER £15 CGI-140 - 1" MUMiN 6063-T5 CGI LXIHUDER E16 CGI-141 - 2.5" MUWON 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER C_- _ E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER oi g i 4 o tX CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593-6590 FAX. (305) 593-5592 E19 CGI-115 - SILL FILLER 6063-76 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER ®®1111111111.111111.1 HD LOCK RAIL - 6063-T6 CGI EXTRUDER ® CGI-138 - TF FRAME SILL 'r®' CGI EXTRUDER E23 CGI-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 6E1200 SILICONE SIUCONE GE M5 - 0.700' X 0.040" BEAD DOW 995 SILICONE DOW M6 - 0.700" X 0.040" BEAD DOW 899 SIUCONE DOW M7 - 2/ LITE SETTING BLOCK EPOM DUROMETER 8015 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - M9 - ROLLER TRACK PVC - M10 • •CGI-1•e 2 PER sjsH ROLLER HOUSING NYLON - 1 ~' G vQUOU G € P.P w 1 i i r o3 13 i 1 M11 • Wi3Z01 NG • •- • PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-1119 •PER SA914 EGRESS LOCK ALUM. SULLWAN M13 • •L%Il1 1 •2 PER SA21 HANDLE RAIL END CAP NYLON Md9M M14 • 391-N M PIP BABA ANTILIFT BLOCK NYLON M1M MI5 • - • CPAd!4it. RETICULATED FOAM 30 PPI - - MI6 1134 • • -• • JAMB SPACER PVC PROTOTYPE CR EWN. I A3073040•-32 •1*•PER♦FWD. CAM LOCK ® TRUTH OR EQUIV.0 I M18 • CG1 32 RPEIF •D 2 SASH STOP PVC PROTOTYPE M19 ..co-1II11 agFPRAINIAD SCREW COVER PVC PROTOTYPE 'a M20 0d1'-12t r: t SASH CAM (B/T BALANCE) MdcM m ry19'0 e a o 0 M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV • S2 - • 2 O7•.i : 4 igloo/ 4 10 X 1 1/4' LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - o w c z • S3 • • t• • 1 1/4" EMBED. , 8 X 1 1/2" LG. PHL PH. SMS. FIN ANCHOR SCREW - — d7''Mell (.deh: 03-29-10 ) 1..19: 1/2• Or. by. ) chk by S4 • _ • : Pg2MIE.• # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW — J �1 A� • S5 • 2 PER WD.• / 8 % 1" LC. EH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - \\\` s -' C 1S .• S6 - # 6 X 1/2" L.G. FH. SMS, 0 CGI-133 8 CAM LOCK - - ..•. J F 58 • - • 4 •M. RAIL 1P 10 X 4" LG. PHL, PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - � 59 - 2 PER ANIILIFT } 10 % 5/8' LG. PHL PH. SMS. ST/ST. PN7WFT SCREW - - -T7 ? ; �T __ •.- S EOF ' i� R OP, G\,, '',SS; I i I IAi t. 040``s (sheet 9 of 11 • • • •• •••• • • •••• • • •••• •• • 2.440--1 2.113 1.015 i - 1-.065 .490 I j .120-1r AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264-8100 FAX.(305) 262 3978 C COMP-ANL\W10-03CG1) 2.440 4 .705, p50 TYP.7L��.050 LL- TW. 2.346 1.601 .065 NP. 1.301 1.550 1 1.680 I .864 {„ �� .864 2.846 2.101 065 NP. 1.301 1.220 { 1.007 .050� E8 5/16" GLAZING BEAD E9 .700" GLAZING BEAD etFLANGE .065 lYP. --1.368 MEETING RAIL .745 1.155 1.155 -I --1.395- ® NAIL FIN ADAPTER 1.395 l J FLUSH 1.015 I-- FRAME HEAD -- le%1 1.015 FRAME F- HEAD L teo 293 J1 1.496 - .050 J O65 .060 1.015 - 1.015 I , 1 .788 .065 2.264 1.255 0FLUSH FRAME COVER f--1.413 --i 0SCREW COVER 1.140- 1.140-1 P�1 1.015 8 "UTYP ar-'-r= .220 4.430 3.685 065 NP. 2.885 3.230 3.185 .065 NP, 2.885 ® .080 TYP. SILL FILLER [SERIES SE 1111E 120 ALUI! OIL 9JDING Y[IW. (LM.I./SA.1.))I I CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593-6590 FAX. (305) 593-6592 E5 --- LOCK 1.043 RAIL -- 1.788 1---1 0 I 1 .5I_ E FIANCE ----f .050 ADAPTOR F-2.440 E22 FLANGE FRAME SILL E2 2.440� FLUSH FRAME SILL 101�65 d EATYP. 2.310 1.220 2.737 2.737 0ALT. 1.043 LOCK RAIL • • • 2.505 • • • • • • • .055 .IN • • • • • • •••• •• 2.61 • • P • • 3505 .065 TYP. 2613 PRODUCT REVISED as comp)ying with the Floridan, Building Code NOA-No. 17-0918.09 `o_ ' v € 5 6 g : 2 '-.N : g $ 6 6 2 a 1.892 NP. 2 195 .500 0 FLUSH FRAME .991 2.737 JAMB (MOVING) • •••• 1600 • • • .99$ • • • • • • • • • • • • 1.015 Expiration Date /22/2020 3.237 • • • 14 FLANICE FRAML'•JAMB • • • • (MSJN:). • • n By 0y 1.043 HANDLE RAIL • • 1• • • • 811 I • 811 Mlaml-Dad roduct Control `111111111/11j' .. M a o o of o $ n n 'd 0 • • • • •• • • • • E 2 W . o = 1.025 o �- 'FNT TOP/ROTTOM CORNFRS • •• • • • • • • •• • • • •• • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • • •••• • • • •• • • • • • • • •• • • • • • • • • • • • • FIXED MTG RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami- roduct Control OF 41 0liAl9�‘` 0 a 0 NIFJ gssss a drawing no. W10-18 sheet 11 of 11