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WS-15-2503 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-244649 Permit Number: WS-10-15-2503 Scheduled Inspection Date: October 13, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SCOTT, BRIAN Work Classification: Window/Door Replacement Job Address: 10526 NE 3 Court Miami Shores, FL 33138- Phone Number Parcel Number 1122310130300 Project: <NONE> Contractor: PRESTIGE WINDOWS & DOORS Phone: (305)820-5999 Building Department Comments REPLACING 13 WINDOWS 1 GARAGE DOOR AND 3 Infractio Passed Comments DOORS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 09,2015 For Inspections please call: (305)762-4949 Page 16 of 41 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 OCT 0 12015 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 y 5 BUILDING Master Permit No.(L PERMIT APPLICATION Sub Permit No. NBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP I'n^ A�c CONTRACTOR DRAWINGS JOB ADDRESS: i o 5/2(0 v F - s�Ll ULA- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder) u�/1 r� 1 Phone#: Address: ^1 A©5 Ll0 N� iJrq Cou(T_ City: MigM� ��(��� State: I r�L,- Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �� &Phone#: Address: 5 W 1101 City: r ' State: �� Zip: ! Qualifier Name: /� Phone#:(3.") State Certification or Registration M G �•�-5 Certificate of Competency M c DESIGNER:Architect/Engineer: Phone#: Address:kco 15W10 Am �+��yCity: '�� 1 h.State:JP Zip: O 33�/�IZ Value of Work for this Permit:$ �� X Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration E New ❑ Repair/Replace ❑ Demolition Description of Work: LI, ! 1n wj , ( v Specify color of color��t--(h��ru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews S Bond$ TOTAL FEE NOW DUE$Z& .. `✓ (Revised02/24/2014) Bonding Company's Name(if applicable) ' Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature " OWNER or AGENT CON R The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �I day of car ,20(t ,by 23 day of }- 201.5 by who is personally known to kf—<%Grf� f vuzZz ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: � Sign: Print: Gfl Print: ;•!«YP KAREN E CARBONE- l_ ��;�r Seal: 3 * - Seal: MY COMMISSION#EE17774 rFf My COMMISSION#EE 177745 i EXPIRES March 11,2015 A43f.. 1 la;'f398-0153 Flcudal�otaryService.wn J v � APPROVED BY ' I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) From: 10/01 /2015 09:49 #500 P.001 /002 t°: CHRISTOPHER I lflll!fll!!fllf!ltll!illll Iltlf Ill!!tIII lttl 'CHRISTOPHER P.KELLEY,P.A. 11098 Biscayne Boulevard,Suite 205 CF N 201580490220 Miami,FL 33161 OR SK 29718 Pis 2179-2180 (2P9s) RECORDED 07/30/2015 10:22024 DEED DOC TAX 42.178.00 Instrument Prepared By: HARVEY RUVIRP CLERK. OF COURT CHRISTOPHER P.KELLEY,ESQ. MIAMI-DADE COUNTYi FLORIDA 11098 Biscayne Boulevard,Suite 205 Miami,Florida 33161 Folio .11-2231-013-0300 WARRANTY DEED fA THIS INDENTURE,Made this day of T 2015, Between JON KAWACHIM and CYNTHIA KAWACHIKA. husband and wife, as GRANTORS, and LgMl§J.WESSEL.MARJORIE P. WESSEL,and BRIAN R.SCOTT Trustees of the WESSEL REVOCABLE FAMILY TRUST dated April 17 1996 restated July 16.2013-with full power and authority to sell,assign,encumber or convey this property,together with all the powers contained in Florida Statutes 689.073,whose post office address is 10526 HE 3`°Court,Miami Shores.FL 33138,as GRANTEES, WITNESSETH, That said GRANTORS, for and In consideration of the sum of Ten and 001100 Dollars,and other good and valuable considerations to said GRANTORS in hand paid by sell GRANTEES, the receipt whereof is hereby acknowledged,have granted,bargained and sold to the said GRANTEES,and GRANTEES'successors and assigns forever,the following described land,situate,lying and being in Miami- Dade County,Florida to-wit: Lot 4 and the North half of Lot 3,In Block 12,of FIRST ADDITION TO PASADENA PARK, according to the Plat thereof,recorded In Plat Book 6,at Page 82,of the Public Records of Miami-Dade County,Florida SUBJECT TO: Applicable zoning and/or restrictions and prohibitions imposed by governmental authority; Conditions, Restrictions limitations, reservations, easements,and other matters appearing on records, if any; Utility easements of record,taxes for the year 2015 and subsequent years. and said GRANTORS do hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF,GRANTORS,have hereunto set GRANTORS hands and seals the day and year first above written. Signed led,and del d in our presence: N J ACHIKA Grantor L7 < 1 NE 94"'Street Pri t Miami Shores,FL 33138 v� PAER P.ltr m vy ntor Print YNTHIA KAWACHIKA Gra 179 NE W Street STATE OF FLORIDA Miami Shores,FL 33138 ) COUNTY OF MIAMI-DADE I HEREBY CERTIFY that on this day,before me,an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments,personally appeared JON KAWACHIKA and CYNTHIA KAWACHIKA,who produced tY24 and fOG respectively,as Identification,and who executed the foregoing instrument and acknowledged before me that they executed the same. Witness my hand and official seal in the County and S la aforesaid this 2 day of 7 i;z ,2015. NO PUBLIC, ate of FLO A arge My Commission Expires: wa.yr�ara.arana. CMstopher P Kelley ME COm�lpl�e 1W�.M Book29718/Page2179 CFN#20150490220 Page 1 of 2 From: 10/01 /2015 09:50 #500 P.002/002 (D ' OFFICE OF THE Summary Report Generated On:10/1/2015 Property Information - Folio: 11-2231-013-0300 Property Address: 10526 NE 3 CT LOUIS J WESSEL TRS Owner WESSEL REVOCABLE FAMILY TRUST MARJORIE P WESSEL TRS ,�. Mailing Address 10526 NE 3 CT MIAMI SHORES,FL 33138 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT . ,. Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,608 Sq.Ft Taxable Value Information Lot Size 8,625 Sq.Ft 20151 20141 2013 Year Bulk 1952 County Exemption Value $0 $0 $0 Assessment Information Taxable Value $234,8481 $213,499 $226,739 Year 2015 2014 2013 School Board Land Value $144,279 $103,258 $116,484 Value Exemption Value $0 $0 $0 Building Vae $111,917 $109,022 $109,022 Taxable Value $257,4021 $213,499 $226,739 XF Value $1,206 $1,219 $1,233 city Market Value ~'$257,402 $213,499 $226,739 Exemption Value $0 $0 $0 Assessed Value $234,848 $213,499 $226,739 Taxable Value $234,848 $213,499 $226,739 Regional Benefits Information Exemption Value $p $0 $0 Benefit Type 2015 2014 2013 Taxable Value $234,848 $213,499 $226,739 Nan-Homestead Cap Assessment Reduction $22,6541 i___7j Note:Not all benefits are applicable to all Taxable Values(Le.County,School Sales Information Board,City,Regional). Previous Price OR Book- Sale page Quarfiicatlon Description Short Logo Description 29718- 07/28/2015$363,000 Qual by exam of deed FIRST ADD TO PASADENA PARK 2179 1 PBLO 6-82 LIV01112004 $167,000 22944- Q�on DOS,but significant phy change LOT 4 Z N15,LOT 315 12 0753 since time of transfer LOT SIZE 75.000 X 115 COC 23735-0933 08 2005 5 $0 0751 Quai by exam of deed 0751 $0 10097 Qual by exam of deed rhe Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current Inforrnetion on record.The Property 1ppraiserand Miami-Dada County assumes no liability,see full disclaimerand User Agreement at httP.*//Www.rniarrddade.gOV/Ihfo/dbclakmr.asp /ersion: 06/30/2015-2:48pm gabriels V:\Projects\-2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH I MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSUELSj I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributa Area S Ft Roof Tributa Area 5 Ft 1. TABLES ARE INTENDED TO QRST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 ight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CR WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO ITH THESE TABLES. -43.4 -42.4 -41.6 -41.1 -40.6 - -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID 0 ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 + 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F .APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 101 SHA INEER AS A SITE SPECIFIC CONDITION. -44.0 -43.0 -42.2 -41.6 -41.1 - -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 + 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIF T. -44.6 -43.5 -42.8 -42.2 -41.7 -41. .3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 5. ALWAYS ROUND LE VALUE TI CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT*WIDTH)OR 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 1-48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3) USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 8•READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -51.4 -49.2 _48.6 21 ft 21 ft MUNICIPALITY IN ACCORDANCE WITH CODE. +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 + +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 - .6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 22ft +43.4 +42.3 +41.5 + 9.2 +38.9 GENERAL NOTES: 23 ft -47'5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 ft -58.7 -56.4 -54.7 -5= 5 0.1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 + +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -5 . .2 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft 24 ft 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 +44.2 +43.1 +42.2 +41.6 +41. MO.2 +39.9 +39.6 1 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR SPOh ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTE N 'FPcFE NO VERIFIED BY THE GOVERNING 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 + Bft +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM RRANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 -4 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 + 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 5.THIS SPECIFICA I ER ANY PRODUCT APPROVED CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER -50.3 -49.0 -48.2 -47.5 -47.0 - -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE ION AND APPLICABILITY OF THESE TABLE 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 + 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IS T V CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL TEM ORDINANCES. -51.0 -49.7 -48.8 -48.2 -47.6 -4 . -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIO TY OF THE HOST STRUCTURE. 32ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 B.EXCEPT AS EXPRESSLY IN,NO ADDITIONAL CERTIFICATIONS OR -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft 35 ft a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF +47,9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 HEIGHT -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE HEIGHT 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 ROOF -56.0 -54.6 -53.7 -52.9 -52.3 15T.8 1-SP.3 -50T9 -90.6 i � -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 HEIGHT 50 ft +51.6 +50.2 +49.3 +48.5 +47.96+47.4 +4Z.0 +J46 4 • 50 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 5 O 55 ft 57.1 -55.7 -54.7 -54.0 -53.4 -�.8 S;4 -5 •-51� X55 ft 70'5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 5 I j15 ® 4 +52.7 +51.3 +50.3 +49.5 +48.9 •48.4 •93.9 +4Z5 +�7.1 • +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 a O Q -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 60 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +4g.0 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES �� ISO TRI If (A REMARKS• • • DRWN D TE • < '1 `z INITISSUE • • GSS ,�B 3/x5/12 : :5`M ED. FLORIDA BUILDING CODE ENGINEERING o: m� m 3 i REV-ADJUSTED NEIGHTb GSS IrS 04 9/ • (�O 14) EXPRESS ? o -- a REV 2014 FB DGM 1%B Ot/10/15 • • o - = ASCE 7-10, CHAPAT TER 30 CORPORATE OFFICE: = j O om z Lam.. m DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 N N DEERFIELD BEACH, FL 33442 o v �� D ••• ••• MASTER PLAN SHEET m m l� THIS DOCUMENT IS THBpROPEPTY OF ENQINEF*6INC{cXPRE�, P:(954)354-0660 F:(954)354-0443 AND SHALL NOT BE RERRODUCW IN WHOIC 0%'IRiWITHOyT • • CERT OF AUTH#8885 m 3 O x WRITTEN CONSENT OFlNGINERRIN(PEXP•ESS•4LTBRA7ION•, • • • O 'o p ADDITIONS,OR OTHER IARKIN@MOTMEVOCIMENN ARE N•T •• •• ASCE 7- 10 E:HELLO pZ m 0 PERMITTED AND INVRLIEATEOdhCERTIFIRATION.• ••• • • ENGINEERINGEXPRESS.COM ` 3�y 7 �(:"' 1;_? BCIS Home Log In :', User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ,; BCIS Site Map Links Search Busine&h�� ' Professl roduct Approval USER: Public User Reguafion I :.U,l I I', Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16708-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Emil 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@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 Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. ;•••;• Evaluation Report • • • •••••• •• • •••• • • • Florida License PE-73778 •.••.• •0000 •••••• Quality Assurance Entity National Accreditation and Management W*Ctipte • • • Quality Assurance Contract Expiration Date 01/01/2018 0000 •••• ;••••; Validated By Locke Bowden ••.••• •.•••• ••••• • • 01 Validation Checklist - Hardcopy Reoeilvai•• • • ••••• • •••••• Go*** • •••••• • Certificate of Independence FL16708 R4 COI COI JW SS 2015-04-12b.94*• • • • • • • •••••• Referenced Standard and Year(of Standard) Standard ; .•• Year ;••••; TAS 201 •• • 1994 • • • TAS 202 1994• • TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16708.1 Design Pro/Smooth Pro Fiberglass Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010871A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3480.pdf Created by Independent Third Party: Yes 16708.2 Design Pro/Smooth Pro Fiberglass Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010872A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3481.Ddf Created by Independent Third Party: Yes 16708.3 Design Pro/Smooth Pro Fiberglass Double (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010873A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3482.odf Created by Independent Third Party: Yes 16708.4 Design Pro/Smooth Pro Fiberglass Double(XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010874A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3483.odf Created by Independent Third Party: Yes 16708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/.O,X/Q X,O) I+dt' Ilque Door;�-.N x 6-8 and 9-0 x 8-0 Inswinapand Outswing • Limits of Use Installation Instructions40 ' ' •••••• •••• ••••• Approved for use in HVHZ:Yes FL16708 R4 II A010875A.12df • Approved for use outside HVHZ:Yes Verified By: Hermes F. NonM,'P:l!#.'73778 ' • Impact Resistant:Yes Created by Independent Thiptl%ve tY: Yes •••• • Design Pressure: N/A Evaluation Reports '0000 Other: FL16708 R4 AE • Created by Independent T i ';%?tfl: Yes 16708.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/r,"e,!,O) ImpactGiazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Csutsrving • • ••••• Limits of Use Installation Instructions 0 �'• • •••• Approved for use in HVHZ:Yes FL16708 R4 II A010876A.odf• • • ••• • Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 • • Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3485.odf Created by Independent Third Party: Yes 16708.7 Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Opaque Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010877A.Ddf Approved for use outside HVHZ:Yes Verified By: Hem-es F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3486.Ddf Created by Independent Third Party: Yes 16708.8 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 Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010878A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3487.pdf Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street,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 went your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: F El •••••• • • • 000!'0• 0000•• 0000 0000•• • 0000•• • f • 0000•• 0000 0000 • • 0600 •f0• 00.00 ••60.0 • • 0 0000• • 0000•• • •0.0.0 • • •66••6 • • . • ... . • • ••• .. •• . . . :9 .0:• •• . . . . . . . . . . . • • ••• • • • • ••• PREPARED BY: /(k JEL EN ••• BUILDING DROPS,INC. •• • • • • •• •• • 398 E.MNW BFACH BLVD.,STF.338 WINDOWS & DOOR • • • • • • • • • •• DANIA BFACH,11 Mc • • • • • • • • PH:1954139484)8 • • • • • • • • • FAX:19541944.4]38 ••• • • ••• ••• • wFB:www.owiaxeaT•o:4xn, DESIGN PRO/SMOOTH PRO 37 1/2"MAX. 1 MPACT APPROVED •• •• ••• •• O.A.WIDTH w o e-4 . . . . . . • . 6 3 o zF- mgM� FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) •• •i i 0 i)7 i/21MAX. •• 5 a a o N z o� • • • • • 01%.WIDTH • ® j W < "'LLQ.. •• • • • • 3 •• • � � Q gF== 5 4 C1 V1 W LU ® oz U GENERAL NOTES: a Z '^y\Q Q W L,7 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA \ 3 C Q Q D r� BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: _ \ s Z ' J Q O F4" • TAS 201-94 _ 1— • TAS 202- LU 94 .H p 3 O n.'^i 3 Q J Ln • TAS 203-94 = t o' s O W u ° a ° D G:�z 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE l7 m a a e O Z LL s d Ln ae RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Z LL s ACTIVE 3?c 5 ACTIVE _ }} w F FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF N Z¢ s Z j vii 0 5 F Cr �; INSTALLATION. 0 3 0 s = p? / F d 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Z ~ A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add ADA sill,Multi-Point Lock GL /23/1 DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 3 4 s s a 9 3 4 s 6 9 e 9 RESISTANCE. a a 4 a 49 a 4 lk,a a a4 4 4 4 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION 1 TYP.ELEVATION 2 - DOORS ARE QUALIFIED. I a•r twos xFxilrt a•r 000e xEwxr MTTTEIOMMENT OfBUNG oxo s.W. HR-+ruOHnxO,OR OTHER x urwiTO THz n Ock—EW ME 10onxc 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 11111111///j� PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY 51 ES F OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT IS Z 1.0 •• NOTE: DOORS SHOWN ABOVE MAY BE LEFT * 7YQ / OR RIGHT HAND OPERATING DOORS. �r = T/�T w _ O,0 (OP 4, TABLE I��x'L xFw v.F uUila l��� TABLE OF CONTENTS iB°E� ►N'M9%�fa m9a igitally signed by Hennes F.Norero,RE SHEET REVISION SHEET DESCRIPTION eason:l am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.07.0609:54:23-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 - OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK. Y: MAX.OVERALL DESIGN PRESSURE(PSF) GL�TJ M I SS MSS 4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE 5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS WIDTH HEIGHT RATING 6 A WOOD SUBSTRATES POS. NEG. POS. NEG. DWC''X'AOZOH7IA 7 A CONCRETE SUBSTRATES X T-O" 6'-8" 65' 65 65' 1 65 LMI&SMI SHEET: OF8 8 A COMPONENTS&BILL OF MATERIALS X T-0" 8'-0" 50' 50 50• 1 50 LMI&SMI 'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . PREPARED BY: INSTALLATION NOTES: • • ••• • • • • ••• 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE • • • • • •!• BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS,SHIM(S)SHALL BE •• • • • • •• •• • 3va E.DAxu aEAtx—,-33a CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. • • • • • • • • • •• Bawcx,al33DDa • • • • • • • ! vH IssaH9%eaa 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO • • • • • • • • • A%19sa1�Ra.aJ39 •• •• • 000 ••• • 37 1/2"MAX. wfa:w..n"uti"seroP+.•«" STUCCO,FOAM,BRICK VENEER,AND SIDING. O.A.WIDTH 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP. W -o OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C•�7 C2 ~ d n„ MANUFACTURER'S INSTALLATION INSTRUCTIONS. 000 • • • •• 000 •• •` O m m<$ p tomb 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 a • • • • • • • w Q W LL < SHELL OF BLOCK. •• • • • • • •• •• O p in 5 —_. 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CL� \Q O m g CONCRETE/MASONRY CONSTRUCTION. = p w w w K U 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ,. m m z CL �= a a a y FOLLOWING PROPERTIES: m^ L0 A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 0 ¢ 0 0 ij m W = B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z ij LL 9 u p U , C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3 z QV z Z }q� OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 j 3 O w w Q PSI. O z a D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH u W' OF 2000 PSI. / d} 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR F— LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING- REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM i0 Add ADA sill,Multi-Point lock GL /23/1 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 A2 ANCHOR TABLE 1 TYP.ANCHOR LAYOUT s-s•a sc 000a Naiwn E.aooucaD I»wratE aR rae. 6'8"DOORS 8'0"DOORSFr�icoxs NT wWo lA(.INC. AtTEUTI ONa,nD—UMEMG Oixf0. ai aRF xpI RFR,n1TlFD Nrt ANCHOR MIN. MIN.EDGE rws.o txls oocuuaxT.f ANCHOR TYPE SUBSTRATE SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C.SPACING AT SPACING AT `,``11111 I i II JJJ7'' JAMBS JAMBS NOTE: \ 5 F. Q 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. -p WOOD SCREW #10 1-1/2" 3/4" 17-1/2" 17-1/4" �'• . OR ••� � ' OR FRAMING ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" -10 1♦ 78.•_• 3-3/B"-GONG. i •':�L •••�� ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/1" 17-1/4" 'i cif "' Ed• ���� 1-1/4"-CMU �IIWTAPCIDN 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" FW ciRt.tllyF�p .2sns B2 2.#9 X 2 1/2"PFH SCREWS DATE: 02.05.14 DETAIL D2 ZZ 23 DWG. Y: I CHK. Y: 2-#9X21/2"PFH TYP.HOPPE GL TJM I SS MSS PFH SCREWS MULTI-POINT SHOOT BOLT PLATE LOCATION SCALE: NTS DETAIL 82 DWG.k: (RH PLATE SHOWN) A010871A D2 TYP.HOPPE 1-BOTTOM SHOOT MULTI-POINT SHOOT BOLT BOLT PLATE SHEET: OF 8 ni PLATE LOCATION HOPPE#2098911 v� SILL SECTION VIEW HEAD SECTION VIEW L - wswaw sNowN ourswaw sinxuw rcax"Nc sxown answxw sawFAa sae oerAtl az saF true oz • • ••• • • • i ••• PREPARED BY: 1 • r•• ••• • • ••• BUILDING DROPS,INC. •• •• •• • • • • • • • • • • •• 398 E UANIA BEACH LVp.,STE.338 A • • • • • • • • MF 81-H,FFL 33080 • • • • • • • • • VH: J%4)7 4738 -BnH • • •.• ••• • WEB Fwwwbuk 8drops.com 4 1/2"1�� 4 1/Z"TVP. FY 1 1/2"OFFSET • •• •+• •• AS, + ♦ • • • • • • !s • • • • • • •• • O"'o d• • • • • ••w •• p� IJQ g��= �a mL, Mia ~ C U J Z Q y l7� Z H' W 00 O o Z }} . o REMARKS BYJ DATE Add ADA sill,Multi-Point Lock GL /23/14 TY P.ANCHOR LAYOUT IDFNl3%WIX IN fANO1klF/k3A50wt1 TM 1 1/4"MIN.EMBED TYP. \\\11 L L i J J J J/� \\ 2i kl� N SEE TABLE 2X BUCK ANCHOR TABLE 0 0 7 0 ' ci L 6'8"DOORS 8'D"DOORS Z i ANCHOR MIN. MIN.EDGE MIN.CENTER = : - 2i ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER TA 4/ r = SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. -PO�.•:�+I :•�w t7,� SPACING AT SPACING AT 2X WOOD BUCK INSTALL. E�� \�` o JAMBS JAMBS i F,��t� yG 2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE ',5 -ASA 300' 3 ` ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2' 4" 25" 30.1/4" ��� t' S\�\. ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8".-CONC. 1" 4" 25" 30.1/4" 2X WOOD BUCK INSTALL. 4 2X WOOD BUCK INSTALL. 1-1/4.,-Cmu QOSS$EC1MN SIRE WEW DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: GL JM SS MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: NTS A 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.Ji:A010871A SHEET: OF 8 3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • PREPARED BY: 00* • • • • • ••• BUILDING DROPS,INC. •• • • • • •• •• • 398 E.DAMA BFACH BLYD.,STF.338 • • • • • • • • • •• MNW BEACH,FL 330D1 4p • • • • • • • WfB:Ewww'builAngBrops.mm 11 INTERIOR EXTERIOR EXTERIOR NTERIOR 4 • 0•�-0 :•• :•• ••• INTERIOR EXTERIOR p m 10 11'1 N =W W W LL e '�•� • • ••• •• _ ____ - �� Op m Ste—' a OLLiB x 1 OPERABLE HEAD049) OPERABLE SILL 4 OPERABLE SILL a 4 OUTSWING SHOWN-INSWING SIMILAR INSWING 4 OUTSWING 6 U /—' ENDURA ZAIL456SF AFCO J-2297ir W W O ~ � } ar w, 11 w REMARKS BY DATE EXTERIOR "/. INTERIOR 7 INTERIOR EXTERIOR INTERIOR EXTERIOR Add ADA sill,Multi-Point Lack GL /23/11 10 xOi BE eEmODU[ED iHwxOtf OR IABT OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL M" µ=�M`11, � �M F�EµD 4 INSWING/OUTSWING 4 INSWING 4 OUTSWING \`S F LJJJi� AFCO A-276/P-2000 OPTIONAL AFCO H-497 ENDURA HCI5000 11 �i�p���y''tCrt txp•��j����`: � INTERIOR EXTERIOR aPf nrerw .xBs R INTERIOR EXTERIOR DATE: 02.05.14 DWG. Y: I CHK.BY: GUTJM I SS/MSS g OPERABLE SILL OPERABLE SILL SCALE: NTS 4 OUTSWING 4 OUTSWING DWG#:A010871A OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F SHEET: OF B 4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • PREPARED BY: HINGE SCHEDULE HINGE DETAIL AT IAMB: BUILDING DROPS,INC. P+A F•#9 X 2-142 tH SjRjN NEXT TO Ir ATH:*MP DOOR HEIGHT QUANTITY 3%F.DANW BEACH BIVD.,STE.;38 • • • • • • • • •• DANM BEACH,FT 3- vn:IBSA13P98C]B 3 • • yv • • • • WEB:FwwI.e�aam`we.com 4 • • • ••• • 1 •• ••• `•" • •• 18 19 %% �\ 11 / •• \• • • • ••• •• O� vL"i gamma INTERIOR INTERIOR \\- / / � Lr) m a LL acr J < 1-#9 X 2-1/2"PHILLIPS Q j \ FLATHEAD WOOD SCREW z z=F- \ \' 3-#9X3/4"PHILLIPS W w K FLATHEAD WOOD SCREWS EXTERIOR EXTERIOR` 4-#9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4"LENGTH FOR V-8"DOORS �x USE 1"LENGTH FOR 8'-0"DOORS ci �1 1 LOCK JAMB 3 HINGE JAMB 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE Add ADA sill,Multi-Point Lock GL 9-#9 X 13/4"PFH13-#8 X 13/8"PFH(6'-8"UNITS) 3-#8 X 2"PFH 8 #9X21/2-PFH 15-#8 X 13/8"PFH(8'-0"UNITS) W/STRIKE HARDWARE W/HARDWARE ANo sHAu No - MO D W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) 1-MPL STRIKE PLATE COMES W/HARDWARE 7-c-."T-'euNai 4-MPL STRIKE PLATES 4-#8 X 13/8"PFH riNT ABE No.vEiwT: .N 1-REINFORCEMENT PLATE oo:ow axnFiu 21 20 HOPPE#2512296 11\11111111//j EXTERIOR EXTERIOR o `��Q-�• �< �� le :gyp •.:� r�tUw: o INTERIOR o �j� (7 �� I!RINTERIOR 11 4 ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB 6 HOPPE MULTI-POINT LOCK DATE: 02.05.14 r, Y OUTSWING 5 OUTSWING 5 TOP REINFORCEMENT PLATE ONLY GGLJM I SS MSS SCALE: NTS DWG-#:A010871A SHEET: OF 8 5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . PREPARED BY: 2X WOOD BUCK Q • • • • • ••• BUILDING DROPS,INC. I~iI= • • • • • •• 398 E.DANIA BEACH,Fl 330D1-338 MIN. Z o�+ / • • PH:195413948078 EDGE DIST. •Wd�D AN�IiOR m / • �11 • • • rAx:l9saP11.n38 SEE TABLE SHEET W� Sw ABW f�SHEET 2••• • wEII: :(95871 4739a.9m SILICONE W � Ww •� 2XWOOD BUCK / m m N Wj / • • •• ••• •• zQ • • • • •• • s F10 11 52 92. om N /j // / •• •o.E^ • • • ••• •• p H 5 MAX. 2X WOOD BUCK p Q m n WOOD ANCHOR SHIM N CL F m y SEE TABLE ON SHEET 2 MIN.EMBED. p ti m SEE TABLE SHEET 2 CE 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL o w' 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED C Q ENDURA ZAIL4565F 3o SILICONE �z W 1—) SILICONE SILICONE r k- REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add ADA sill,Multi-Point lock Gl /23/1 2X WOOD BUCK AID�10T IN .?a eu InlEonoPsAwc. 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL o AND 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED ,1�1111111J J J27j AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 ES F. O 7t< Y r v STT � = F441 aZ �,'�,LiH.emAEx,,'��j� SILICONE SILICONE SILICONE i�V 0„�1 xi E/4ULyq{.j+!W�m+o�.xsz7e 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y: g OPERABLE SILL 9 OPERABLE SILL OPERABLE ADA SILL GAM SS MSS 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4S65F ENDURA HCISODD DWG.#:A010871A SHEET: OFB CD OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW C SECTION OF HEAD OR JAMB AS LONG AS MINIMUM V EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. • ... . ... .. .. . . .. .. . . . . . . . . . . . IS • • • • • • • • PREPARED BY: IS MIN. 1X WOOD BUCK EDGE DIST. w • (OP-60NAL) • • • 000 BUILDING DROPS,INC. SEE TABLE SHEET 2 N"' h •• • • • • •• •• • 398 E.DANIA BEACH BLYD.,SFF.338 Z O w • • • • • • • • •• DANIA BEACH,FL 33000 �C. %✓� :)NCRET•AN•HOR• SILI N • —1994139sa43e owF SEE TABU!lONlHEET! • • fA%:19s413a4.n3e • • ••• 000 WEB:vww.buiwimarops.swn w v=i CONCRETE/ � w MASONRY - - i a BY OTHERS % CONCRETE/ J o MASONRY BY OTHERS 1X WOOD BUCK • • • • • •• • • 4 p Ui Q °�°m OPTIONAL =W F- (OPTIONAL) • • • • • • • • • 4—!MAX.025" • • • • • ••• •• O Q oFh � _ H �a N LL CONCRETE ANCHOR 4• h a `^x SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS � MIN.EMBED. SEE TABLE SHEET 2 C Q LI) HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL _ � L wY 7 OUTSWING SHOWN-INSWING SIMILAR7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED U ENDURA ZAIL4565F Z _ O J, SILICONE LiiW SILICONE SILICONE r H REMARKS BY DATE d dAdd ADA sill,Mufti-Point Lock GL 6/23/1 CONCRETE/ - - CONCRETE/ - CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS OPERABLE SILL 6 OPERABLE SILL OPERABLE SILL "LTM O S.1% N0T'KaoM'M`E INC OUTSWING ANOOANZHOR REQUIRED 7 INSWIN297 G -OA-276/ANCHOR REQUIRED 7 OUTSWING-ANOOANCHOR REQUIRED ``SSSS�SF11/�22j2� o /fV 7-F_. SILICONE o SILICONE SILICONE $T T O�•.rr( P,:?� �i F,p)tExidLs:raenFno ('jam N% I-CE' It•. aT4yyP dM!! No,­8 CONCRETE/ CONCRETE/ - - CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS ® OPERABLE SILL OPERABLE SILL /fO1 OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 UTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. Y: AFCO A-117 ENDURA ZOBL4565F ENDURA HCls000 ADA G L J M SS MSS SCALE: NTS DWG.JI:A010871A SHEET: OF 8 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM / EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. .. .. . . . .. .. . PREPARED BY BILL OF MATERIALS 20 ROCKWELL MULI-POINT MeK 21 HOPPE MULT-POINT LOCK it ITEM# DESCRIPTION MATERIALW1 SILL SHOOT BOLT PLATE#2098911FINGER-JOINTED PINE BUILDIS,INC. SOLID PINE •• • • •• • • 398 E.DANIA----I,-s".338 1 FRAME HEAD/JAMBS • • • • • • • •f owiA xEACN,a334w LAMINATED VENEER vN:1954139?BOa LUMBER • • • • • • • wE4:E»w'nximmea.vPe.wx. ••• • 0 • ••• ♦• i COMPOSITE 2 (NOT USED) Q 3 (NOT USED) •• • • • •• • • •• o^,N o W 4 ENDURA 2AIL4565F THRESHOLD - f• a• 0 •• d < o o m 5 AFCOJ-2297 THRESHOLD - 0 • • •• 2 2 N,a *00 a e •• • • • • • • • p� Lr 5 �x 6 AFCO A-276/P-2000 THRESHOLD - o O LL 7 AFCO H-097 THRESHOLD - • O 0° a ®D Q. �_ mg 8 AFCO A-117 THRESHOLD 0cr - ® �® U Ib 9 ENDURAZOBL4565F THRESHOLD c0, HANDLE Z C Z e 10 ENDURA HC15000 ADA THRESHOLD - aoo HEIGHT G ID URETHANE FOAM& O -�m o - ® O 0 F W- 11 WEATHERSTRIP $ - 7 Z POLYETHYLENE ^ ° a O A� LLJ Z 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE � HANDLE � 0 O F�a 13 (NOT USED) _ HEIGHT 14 (NOT USED) - O o p + O o = V 15 #10 WOOD INSTALLATION SCREW W/11/2 MIN.EMBEDMENT STEEL o O ° ° REMARKS BY DATE 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ^X Add ADA sill,Mufti-Point Lock GL 6/23/14 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL c o ® o 19 KWIKSET DEADBOLT SERIES 780 STEEL O m ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT = xou"wx"m"Er°+coxux1 a euitome omvs�xi�"c. 20 ROCKWELL MULTI-POINT TONGUE LATCH#73228780 8-0 UNIT STEEL 0.63" B e oaxo 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL `AUs LEL L L L R-CADDs. 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL OT 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 .79" —4 1.65"1­ = 0 OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO 1-2297 O AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(LH) �'.�6S��`"Ay�o��+ ,�33��..��c�` •`� VARIES,SEE BOM AT LEFT THRESHOLD THRESHOLD THRESHOLD �_ � wt tE�"aH,P'PYi'YN'ra�93n L T— � 4.56" 57" 1.75" DATE: 4-- --I 02.05.14 Imo—4.563" 5.62" 4 DWG. CHK. Y: OAFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HCI5000 ADA O HEAD SHOOT BOLT PLATE(RH) GLV:JM SS MSS 7 8 9 THRESHOLD 10 THRESHOLD 23 SCALE: NTS DWG.#:A010871A CD SHEET: OF 8 -'I�I F'—4.62" 4.56" M AM F MIAMI—DADE COUNTY,FLORIDA •11.111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwvv.mianridaae.eov1eeonomv CGI Windows&Doors 10100 NW 25 Street Miami,Ft.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 120"Aluminum Horizontal Sliding Window--L.M.Ir .9966. (rA APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentine: 13lum.6Horiz. Slid1`161•:6 Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with reivj ip�"E" tl j*Y04/10/lSi.:6 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. "Jg4ring the Viami-1)4de County Product Control Revision stamp with the Notice of Acceptance numbet;zud expirat"date by jlit'••; Miami-Dade County Product Control Section. 000000 'Gee** 99969 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant'0:00: :so**6 00:000 LIMITATIONS: Glass lites wider than 36-inch shall have two setting blo"o* pd anti Lift6devises per. FBC requirements. .,6.:. 9.. LABELING: Each unit shall bear a permanent label with the manufacture's ire or lbgo999, city, s%e66. series, and following statement: "Miami-Dade County Product Control ApproAl l", finless Alig Qise ndted • herein. 00 6 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 inay be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0915.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 154512.05 M(AMI•DADE COUNTY Expiration Date: September 22,2020 Approval Date: August 20,2015 810115 Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510.12) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I. /S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision"E" dated 08/04/15, 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(V 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 7490 PVC project out window, to qualify DuPont "Butacite" PVB interlaler,.Durase;l® and Supe••;- S acer& insulating lass spacer, prepared b Certified Test 1'aboratorieg'Y'est Re ort% p gg p � p p Y ...... :. p..... No. CTLA-3056 WB,dated 03/03/15, signed and sealed bx 9sh C. Patel, P.E. • 3. Test reports on: 1) Uniform Static Air Pressure Test, LoadingA.S .por FBC T202-94* 2) Large Missile Impact Test,per FBC,TAW-94 ••••• •• +• 3) Cyclic Wind Pressure Loading,per FBC,*TA%203-94..% .. .. . along with marked-up drawings and installation diagram:gf,•a•�eries 238 aluminum.... . .• fixed window, to qualify DuPont "Butacite" PVB interll�rei' Ipurasgal® jand Squq.:. Spacer® insulating glass spacer, prepared by Certified Test Laboratorie's;' est Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by-Rat�sh C.I'aYe�P.E.• • 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 201-94 09 0 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 cinder NOA No. 10-0510.12) :2d�A�Z Manue Pe• , .E. Product Control xaqflner NOA No. 1 12.05 Expiration Date: September 22,2020 Approval Date: August 20,2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), prepared by Al-Farooq Corporation, dated 09/05/14, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0915.07) 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. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 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, complying with FBC 5""Edllion (2014)•and oPflO•.* financial interest, dated 05/29/14, issued by Al-Farooq Corpo0 M1on, signed and sealed•• by Javad Ahmad,P.E. (Submitted under prevtgyS SOA 1YQ,*A%{'0915.QT)•• 2. Laboratory compliance letters for Test Reports No.'s.GTIPA-3056 WA, date..• 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-30!q6'WC, dated 04%16/15e wile:• issued by Certified Test Laboratories, all signed and sealed;6} Ramesh C. Patel, P.E. •. 3. Testing Proposal issued by the Product Control Section,:dateJ 12/tikl-*,:signet b* Jaime Gascon,P. E., Section Supervisor. . : . ... :••••: 4. Laboratory compliance letters for Test Report No. HTL-0080-010:1.1 f, }ssued 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. 14-0915.07, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/05/15 and expiring on 09/22/20. Manuelerez, Product Control-Ex in r NOA No.15-0 .OS Expiration Date: September 22,2020 Approval Date: August 20,2015 E-2 . . ... . . . ... .. .. . . . .. .. . . ... ... TYPICAL ELEVATION 111 110" �U FLANGE WIDTH BUCK WIDTH o 6• 26 5/8" 5 1/2" 26 5/8" o MAX. 10"MAX. MAX. - MAX. to"MAX. MAX. In I HEAD/SILL o mm • ••• • • • •• HEAD/SILL MTG. STILES • • • HD/SILL A A• MGSDIES5" m wz 0 5 V u "L W2 m 1 • • • • • • I • • I 1 n 06 (� IOL O o 0 U LE 0 t F fV-0- 111 •• Y•• F II F r U 6 • - Cf 0 ( 50 • f •T of/ Of O m o V;, W n Im- e �7/8- E MUNTINS FALSE MUNTINS(SURFACE APPLIED) 32 7/8" t/ADDL ANCHORS (SURFACE APPLIED) J2 7/8" 32 7/8" ADDL.ANCHORSOPTIONAL D.L. OPC. D.L.OPG. CENTER OF LTTES&MTG.STILES OPTIONAL O.l. OPG. D.L.OPG. AT CENTER OF LNES&MTG.STILES Y O t AT HEAD/SILL AT HEAD/SILL O W 36 3/8" SEE NOTE(•)ON SHEET 2 36 J/8" SEE NOTE(+)ON SHEET 2 p VENT WIDTH VENT WIDTH y� FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME N 3 04 n O 1 n p3 w 110" _ ZZ� BUCK WIDTH 3 O a 5 1/2" 13 5/16" O .n.. O o MAX. 1.MAIL MAX. � g U HEAD/SILL MTG. STILES 5"MAX. HEAD/SILL � m a MTG. sTILEs 0 SERIES SENTINEL 120 PRODUC'rREV1S6U a.cmnplyilty"b ft Pkllille ° ALUMINUM HORIZONTAL SLIDING WINDOW A°p H 0 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER �ZoPO II CHARTS SHOWN ON SHEET 3. By _ ii II PIo11uclConlrol `o ^ E2 ii F �i F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATI S ° n e 6 NOF OF H.R./H.R. OR HORI20NTAL ROLLING WITH OTHER MIAMI–DADE COUNTY CRol I APPROVED WINDOWS USING MIAMI–DADE COUNTY APPROVED MULLIONS w o u IN BETWEEN. = n p I� �I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL z WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS 2 } cUuowo� u INSULATING LAM. GLASS m ------ '0= THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE N a s a a REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT a HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACT u II WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER ° B II LOADS TO THE STRUCTURE Engr.JAVAD AHMAO ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS CML EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 492 1 5'�FALSE MUNTINS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE11 $(SURFACE P�LIE� 32 7/e" 32 7/8" NOT PART OF THIS APPROVAL. 15 I O.L.OPG. D.L. OPG. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 36 3/8" MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT Browing no. VENT WIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Wi 0—1 8 FIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of�� .. .. . . . .. .. • . . . . . . . . . . DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ��V n (x0 OR OX SIZES) (XOX SIZES) (XOX SIZES) o FLANGE DIMS. DUCK DIMS. I GLASS TYPES'AeAl'i GLASS TYPES'B'YBf FLANGE DIMS. BUCK DIMS. CLASS TYPES'A'k'Al' CIAES TYPES'B'TI'BI' FLANGE DIMS. DUCK DIMS. CLASS TYPES'xiew GLASS TYPES'B'A'BY WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EM.(+) INT.(-} WIDTH HEIGHT WIDTH HEIGHT E :I .- EXT.( NT.- WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 0 r 26-1/2" 25-1/2' 85.0 65.0 80.0 90.0 74" 73" 65.10 65.0• 880.81 •90.00 7i •• 73' 65.0 65.0 80.0 90.0 37' 26. 36" 25' 65.0 85.0 80.0 90.0 108-1/4' 26" 105-1/4' 25' 65. 0 80. 90.0 106=/4' •2C 105-1/4" 25" 65.0 65.0 80.0 90.0 f 53-1/8" 52-1/8' 65.0 65.0 80.0 90.0 111" 110" Btu 65A 80.0 90p• •10Y • 110' 65.0 65.0 80.0 90.0 LL o V 74' 73' 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 ro 26-1/2' 25-i/2" 65.0 65.0 80.0 90.0 106-1/4' 38-3/8" 105-1/4" 37-3/8' 65.0 65.0 80.0 90.0 106-1/4" 38-3/8' 105-1/4' 37-3/8" 65.0 55.0 80.0 90.0 C 37" 36 65.0 85.0 80.0 90.0 111" 110" 65.0 .0 0.0 11" 110" 65.0 65.0 80.0 90.0 O y 38-3/8' 37-3/8' r 53-1/8" 52-1/8' 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0• 080.. •9U0 74"• 50-5/8' 7J' 49-5/8" 65.0 65.0 80.0 90.0 V lclf li 74• 73' 65.0 65.0 80.0 90.0 105-1/4" 50-5/8" 105-1/4" 49-5/8' 65.0 5.0 80. 9 74' 63' 73' 62' 85.0 65.0 80.0 90.0 a 0 W R 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 111" 110" 65.0 05.00 080.0 •9I80 0** ••0 O IL 1an. 13 37' 36" 65.0 65.0 80.0 90A 74' 73" 65.0 65.0 80.0 9.0 50-5/8' 49-5/8' 53-1/8' 52-1/8" 65.0 65.0 80.0 90A 106-1/4' 63' 105-1/4' 62' 61.6 61.6 78.2 78.2 a���Pi / 74' 73' 65.0 65.0 80.0 90.0 111" 110' 60.0 60.0 76.4 76.4 " 2 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 106-1/4' = 105-1/4' 62" - - 80.0 90.0'k a W m_44 2 F 7/1� J7" 36' 65.0 65.0 80.0 90.0 110" - - 80.0 90.0 53-i/8" �• 52-1/8' 62 65.0 65.0 SOD 90.0 � 74" 73' 60.2 60.2 74.3 74.3 ? ev P 74' 63" 73' 62' - - 80.0 90.0 *ADDL.ANCHORS REQUIRED AT CENTER OF LITES AND MTG. STILE ENDS. cn v h 8L (t/zw) (1/2W) (1 (1/3W) (I/3w) L/4W) (1/2W) (1/4W) V)�N In^N O cli M h 0 3 m OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 3 0 n 'XO OR OX' XOX' XOX' V o i 0 Y!TTP. eUCK DIMS 74 7YP. BUCX DIMS BUCK DIMS A 0 G L L o€ � NP>�lY PRODIICTRRVISED In complying with Ih.Florid. o 0 FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME nipmlc. J(" �� QS E1I IrMloe Dom /ZO FLANGE DIMS _I I__ FLANGE DIMS III �i 40uog'c FLANGE & FLANGE ADAPTOR FRAME ES ' EQUAL LEG FRAME Engr:JA AD AHIIAD CML FIA PE 170592 STD. MTG. RAIL: H.D. MTG. RAIL: C•'�N•353e y, LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: g -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Mowing no. AND FLORIDA BUILDING COMMISSIONI5 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) 1� o BUCK DIMS. CLASS TYPES'A'k'Al' GLASS TYPES'B'k'Bl' BUCK DIMS. GLASS 7YPE3'A'k'Al' GLASS TYPES'B'A'BY BUCK DINS. CUM TYPES'A'L'AI' GIASS TYPES Will o r521/8" HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGA EV.+i INT.(*)-•1EXT INT.(- • WIDTH HOW EXT.(+) INT.(-) EXT.(+) INT.(-) Z 65.0 65.0 80.0 80.0 73" 15.0• •65.5 •80.00 11D.0 •• 73' 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 105-1/4' 25"0 .i5-0• 65.j •80.0• 80.0 • 105-1/4' 25" 65.0 65.0 80.0 80.o 4F g 25" 65.0 65.0 80.0 80.0 110" •• 65% 65.0• BQb• 80.0• • • 110' 65.0 65.0 80.0 8D.0 {j p v 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 a 65.0 65.0 80.0 80.0 105-1/4" 37-3/8" 65.0 65.0 80.0 80.0 105-1/4" 37-3/8' 65.0 65.0 80.0 80.037-3/8" 65.0 65.0 80.0 80.0 110" o#5.0* .65.0• 8%% •• 110" 65.0 65.0 60.0 80.0 C n 52-1/8" 65.0 65.0 80.0 80.0 73' • 85.00 065.1 0 8db alb.0 • 73' 49-5/8' 65.0 65.0 80.0 80.0 V m 73" 65.0 55.0 80.0 80.0 105-1/4' 49-5/8' 65.0• .654 8" !)(1.elr- •• 73' 62' 65.0 65.0 1 80.0 80.0 a Q 25-1/2' 65.0 65.0 80.0 80.0 110' 15.0• •6518 a 8ft db.O ••• O F D �• 49-5/8" 65.0 65.0 80.0 80.0 73 65.0 65.0 80.0 80. t&1 W p 52-1/8" 65.0 65.0 80.0 80.0 105-1/4' 62" 61.6 61.8 80.0 80.0 Q= 4gj 73' 65.0 65.0 80.0 80.0 110" 60.0 60.0 80.0 5-0.0 LLTT C 25-1/2" 65.0 65.0 80.0 80.0 a 36' 62. 65.0 65.0 80.0 80.0 O 52-1/8' 65.0 65.0 80.0 80.0 73' 60.2 60.2 80.0 80.0 rn >f j � n Oi N N (1/2W) (1/2W) 0/3W) (1/3W) (1/3W) (1/4W) (1/2W) (1/4W) ow I OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH p 3 M m Ed Z Z� 'XO OR OX' 'XOX' 'XOX' 3 0-g oma.. BUCK DIMS Susi` oL ^ FlN FRAME 5 v o o a o 0 G p o PREVISED > lyi rRODucr I� `g< w comp it wish the laidO DVi1dC�Odc� _ FIN FRAME ES 21 ��LO 0 e. �n Ear:MAD AHMAD CMI. di ped0elC0 FIA.PE{70592 0 STD, MTG. RAIL: H.D. MTG. RAIL: CAN. s� LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO ±80.0 PSF NOTE: 1 E4 E4 CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 607 ) drowmg no. AND FLORIDA BUILDING COMMISSION W10-18 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • 1/8"ANN.GLASS // EA?STIEN'1S GLASS• ••• 075'Interlayer 075'Interloyer A! ^v o Saflex CP With PET Care Soft"CP With PET Core aat ,Y a By -,.mon Chemical Co.' • • • By'6oatrnan Cheivical W• Z 3 OR •• • • • •0�• •• • • 090"Interlayer • • • • • �Interipyer • 0 ��rppp Saflex Clear And Color Glass • • • • '•Safl.Clear Md:odor By 'Eastman Chemical Co.' • • • • •By atmon CheVicol So.• Q P OR ••• • 0% • ••• • a 090"Interlayer OBOe Inlenayer v Kuroroy SenlryGlos Kworay SentryGlos as By 'Kuroroy America, Inc.' By'Kuroroy Americo,Inc. OR OR O LL 090'Interlayer •• • • DOW Inter6pa •• ��j ti Kuraray ButacBe PVB • • • • Keary BAacite P� (�O et By'Kuroroy Americo, Inc. • ••• • B}'K&ory•merico,•nc' 00 M 1/8"ANN. GLASS • • • ••Att"HEAT STREN'0•GLASS 0 IL<C SILICONE m SILICONE W; i m GE 1200 i GE 1200 W m DOW CORNING 899 N DOW CORNING 899 Z Ip MI DOW CORNING 995 \ Mt DOW CORNING 995 1 Q Z N ul ai j � N a it o O W ES W Ell AT 1/4 POINTS ON LDES X M7 AT i/4 POINTS ON LfTES N W M7 WIDER THAN 36' W WIDER THAN 36" O GLASS TYPE 'AGLASS TYPE 'B' a w v 0L 5/16"NOMINAL IAM.CLASS 5/16'NOMINAL LAM.GLASS V) =N o 1/8"ANN. GLASS 1/8'HEAT STREWD GLASS 3O N M 0 .075"Interloyer 075"Interlayer Z Z J n Soflex CP With PET Core Saflex CP With PET Care tL By'Eastman Chemical Co.' By'Eastman Chemical Co.' 0 3 p _ro OR OR o .090"Interloyer .090"Interloyer Li —0 O Q_jSaflex Clear And Color Glass Soflex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' 0 OR OR 1/4'AIR SPACE .090`Interloyer 1/4"AIR SPACE .090`Interlayer Kuroroy er'"Glos Kuroroy SentryGlas OR Kuroroy America, Inc.' BY'Kurarey Americo. Inc.' / OR f5 1 8"MIN. GLASS .090"Interloyer 1/8'HEAT STREWD GLASS .090`Interloyer r, Kuroroy Butocits PVB Kura ray Butocile PVB F o BY'Kuroroy Americo, Inc.' By'Kuroroy America, Mc.' sa cmnplytnll 1/8"ANN. GLASS 1/8"HEAT STREWD GLASS PRODULr RvhbNlodd• 3�'^.Q S •$$ BUBdht`Codc m SILICONE SILICONE AcaplenaeN /GOG.A/ GE 1200 i m GE 1200 E Dele G.v m DOW CORNING 899 g yNy DOW CORNING 899 y o v n Adc M7 DOW CORNING 995 N U Yt DOW CORNING 995 Badc � r m o+o S o— \ $ 3 0 XL EDGE SPACER XL EDGE SPACER o<m ST.STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' OR OR a DURASEAL BY'QUANEX' a OURASEAL BY'OUANEX' o O OR 0 OR a Eq SUPER SPACER BY'OUANEX' W E9 SUPER SPACER BY'OUANEX' Eng,:JAV�AHMAO �. a W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES F CAN. ;. GLASS TYPE 'Al' GLASS TYPE 'BI' O 0.70'OVERALL INSUL.LAM.GLASS 0.70'OVERALL INSUL IAM.GLASS drawing no. W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'At' &'Bl' MUST BE TEMPERED. sheet 4 of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL.ANCHORS NEPAL ••• • ' ' F'L'ANGE & FLANGE ADAPTOR FRAMESEE REV. {�V 0aQ 2.a•; . a\b.'` I I 'i .. 1.E.7 hi STRUCTURE 1B FOR PACING WOOBUCK ,TYPICAL YPICAL EAVAC.N.••CHO•RS SEE E •FOR . t• • • Y H • _-__-_ zING Pr------------- EDGE I1 MIAMI-DARE COUNTY APPROVEDd. Ix• DMULLION h MULLION ANCHORS SEE SEPARATE NOAEGE ST. •s • ••• ST. EDGE DISTV 1i0 :' :' ' CH� 3c . aKy; vprp p• 04 ' • • •• TYPICAL ANCHORS TYPIALANCHORS O SEE ELEV. SEE ELNC mFFFIII "o3a� 1 FOR SPACING FOR SPACING w('i u. 6 Q W WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. I� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM II� xx If� AND TRANSFER THEM TO THE BUILDING STRUCTURE. a � TYPICAL ANCHORS: SEE ELEV. FOR SPACING n 114" DIA, TAPCON BY 'ITW' 11u=120 K.,1`11=92 KSI) O M iv 1/4" DIA, ULTRACON BY 'FICO' (Fu=177 KSI,FY-155 KSI) O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0,- $ o ^� 1-1/2" MIN. PENETRATION INTO WOOD q)-'TN o WHEN USED THE MIN.WOOD BUCK THRU 1BY BUCKS INTO CONC. OR MASONRY to in O ci o - DEPTH SHALL BE 236".THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY r p rM1 n N x ai DEEPER OR BEVELED WOODBUCKS 6 0 >< 3 ai O PERMITTED. DIRECTLY INTO CONC. OR MASONRY Z lL EW, m p; m 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 0 W k #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) co-mw C, INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") O INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ED C TYPICAL EDGE DISTANCE 1 E7 c W u u INTO CONCRETE AND MASONRY 2-1/2" MIN. o d INT T = I . amr O WOOD STRUC URE 1" M N a�R 4 Mg INTO METAL STRUCTURE = 3/4" MIN. i 1 I 1 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN, • CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. o c 0 0$0 0 I t I C-BO HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS Pm = 2000 P51 MIN •" s=o E X Engr:JAVAD AHMAD CML \ FIA PE70592 .. a: C.I.N. 538 iY1 • • e s PRODUCTRBVIS® e .. .= ro comptyul{wish the FTOItaa .� Aa9ptmKe lJo S�J O5 I Browing no. • EUGE IST. TYPICAL ANCHORS- j s I SEE EL ANCHORS v. ,By - SEE ELEV. SEE ELEV. WOOD BUCK FOR SPACING FDR SPACING BY Miawa eProaud onI sheet Sof�� •• •• • • • •• •• • • ••• ••• FLANGE & FLANGE ADAPTOR FRAME fit? 0 1/4'MAX. BUCK WIDTH 1/4'MAX. o SHIMS • �,�� • • • • SHIMS Z 3 VENT WIDTHfYAOTM • • FLANGE ADAPTOR FRAME O FFZ TYPICAL ANCHORS • • • • • • • • • FOR SFS ACING O O •� • oW Ft�%.$a`' _ ..—SCREENS_O_PTI_O—NAL .._.. •f• • • • •• ••• • 1 o 1/2"TYP. 4•• OE ��0a�1111Q6oG�ZZYYYY` A;W aQ ifl�6 O 1/2 0 t • • 1 ' • • • • 2 WOODCK ._.._.._.._.._.. WOOD STRZwy .12 2 2a ley WOOD BUCKS XOX LAYOUT EXTERIOR TYPICAL ANCHORS o D.L. OPG. SEE ELEV. FOR SPACING 2 MIAMI-DADE COUNTY APPROVED MULLION &MULLION ANCHORS SEE SEPARATE NOA n O BUCK WIDTH BUCK WIDTH N n ALTERNATE N (Y 0 F Q�j n SWEEP LOCK p OPTIONAL TO N SPRING LOCK =N o x I. m SB o 3 N M 7 M II p o 1 I p Q n TYPICAL ANCHORS E4 SEE ELEV.FOR SPACING PRODUCTRBVISwcomplyhlg w11h the Nbrida BoRdWBM 7.llil�til o .i 1/4"MAX. I BUCK WIDTH 1/SHIMS 6t*1ooDZIndio ,I�OJ�L A/•�J Y o io VENT WIDTH By - 3W3 1 Ne Product TYPICAL ANCHORS O O © TYPICAL ANCHORS g SEE ELEV, SEE ELEV. FOR SPACING , FOR SPACING o. c d o / „ aoo _ •1 4 INTALLATION DETAILS SHOWN ON PAGES 5 > c 9 S o AND 6 APPLY TO BOTH FLANGE FRAME AND METAL p - FLANGE ADAPTOR FRAMES. STRUCTURE d o - Engr.JAVAB AHMAD i _SCREENS OPTIONAL ._.._.. _ - ___ _ _ .� FLA PE 78592 1 1 -- _ CAN. 578 a EB w 1BY S � d 'b Es EXTERIOR WOOD BUCKS Al1G Oi'1 � XO LAYOUT D•L DPD• drowmg no. W10-18 sheet g of�� . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ELEV.L ANCHORS STRUGME • • ••• EQUAL LEG FRAME �y.V SEE SEETYPEMETAL 'BY FOR SPACING WOOD BUCK I TYPICAL ANCHORS a• .< -"•aa ° a'a',:.<....°,\S .. ,a ' s" • • • SEL•ELEV. I"SPAC • • • ��• •• = jMWAI-DARE COUNTY APPROVED Z EDMULLION h MULLION ANCHORS IDST. - DSEE SEPARATE NW G GE • • • o DIST. �• �mz • • • • •> o \ I • i i EDGE IL o U ---------- —T m 10. Al z• � • • • • 'c .� pq E3 • Cf •\ •• • • • • • • TYPICAL ANCHORS O IL Q q^ •• • • • • • • •• TYPICAL ANCHORS SEE ELEV. C d1 n + I, SEE ELEV. FOR SPACING C ro FOR SPACING I I 1 �Zy- p EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY ' n dg INTO WOOD. CONCRETE OR METAL STRUCTURES Q f TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. 0 SEE ELEV. i FOR SPAGNG 2 3/8'MIN. n 1/4'MAX. BUCK WIDTH SHIMS I I I 1 O M I . z E1 I�1 �. � fn o• ,"\, p n 1 2-J/8'MIN. � O w a p r1 WHEN USED THE MIN.WOOD BUCK �.._._.._.._.._.._.._.._.._.._.. N H m o A DEPTH SHALL BE 2K'•THE USE OF MIAMI-WOE COVNfY , 3 O DEEPER OR BEVELED WOODBUCKS IS _ APPROVED MNCHO O PERMTRW. h MULLION ANCHORS Q SEE SEPARATE NM U O: a BUCK WIDTH BUCK WIDTH Xas ig 1 l E7 �( I { LC U 1 II F m 1 1 I 1 M] i 1'R0DUCTRBVIgBD 1 ac complying with Lha 8 S o 0 2 E2 _�Building Codu D My TYPICAL ANCHORS <m cr o AcoIN Dae , .05 �+ SEE ELEV.FOR SPACING c ' I By Engr: KVAD AM" I 1 VII q CrAIL FLA PE/70592 n ai C AN.EDGE DIST. aTYPICAL ANCHORSITYPICAL ANCHORS SEE ELEV. 1Br SEE ELEv. �, FOR SPAGNG %(I1`I W10-18 W000 BUCK FOR SPACING sheet 7 of�� . . •.. . . • ••. .. .. . . . .. .. . • . . nP cAL ANCHORS • • 000 • • • • •.• 0ILLUSTRATIVE DTLS.ONLY SEE ELEV. FIN FRAME o EXT. OR INT.FINISHES FOR PACING to I NOT BY CGI o • . • • • •.• 1 1 1/2' z •• • • • . •• •• • p1- # a • • • • • . • • • .. Z Zd 'a c4i • • • • • • • • H w i HOUSE WRAP TYYiCAL.ANCHM SEO GLEV.FO.sw,CING• c c g NOT BY CGI 0 fr J8 SM (GRADE 2 CRS) d AZ t INTO 2BY WOOD BUCKS OR WOOD STRUCTURES R� • BACKBED 1-1/Z' MN.:Pi jET%A%gN Y"Q WCM* ••0 n ,+c .t E3 CAULKING • ... • • • . •• • O W M E7 • • • • . • • • • 0E-c0 I_ •. • • • • • •.• •• N'aOC 4,r, o N N 3 J j n N O L a WOOD STRUCTURE 1/4'MAX. BUCK WIDTH 1/4'MAX. u NOT BY CGI GAP GAP s o ai m 1/2' 1/2'MIN. (n N n J i NN. O 3 to , x O n n E2 30—M t BACKBEO i CAULKING 00 99 N 1 I E7 1 - - -SCREENS 11 M9 E6 HOUSE WRAP NOT BY CGI 1^ c 1 EXTERIOR `0 0 0 1 u o<m 2 B2t!—CAULKING BACKBED _ Engr.JAVAD AHWD � e CmL FIA.PE/70592 a HOUSE WRAP PRODUCTREVISED CAN.3538 5 NOT BY CGI1 1/2' i o� Wk iy wer•IodTYPICAL ANCHOaS W10-18 SEE ELEV. FOR PACING sheet $of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ITEM PART} QUANTITY DESCRIPTION Y TBRIAL SU W /R MARKS ••• U E1 CGI-100 - FRAME JAMB O FIXED GLASS 6063-TB CGI EXTRUDER E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 CGI-102 - FRAME HEAD 6063-7 CCI Z r- E4 CGI-103 - MEETING RAIL •6063078 CO EAMIIER • • • •• �. ES CGI-104 - LOCK RAIL 6063 6 CGI RU R • • w I • • • Q • E6 CGI-105 - HANDLE RAIL ..6663-T% CGI EXrFWCER.•. •. . /Q:1 p u E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER a Jlil EB CGI-107 - 5/16'GLAZING BEAD 6063-TS CGI EXTRUDER 4�yGI 1Y 0 LL E9 _CGI-108 - 0.700'GLAZING BEAD 6063-T5 CGI EXTRUDER Q y E10 CGI-109 - FRONT FLANGE ADAPTOR •• 63-T6 CI•Y E)QRUVR• • • • E71 CGI-110 - NAIL FIN ADAPTOR 6041-T6 CAI EIRRUAER. • •• •• _ ; E12 CGI-135 - TF FRAME JAMB O FIXED GLASS 6063VT6 Co E7QRUQER• • • . Q Q c. E13 CGI-135 - TF FRAME HEAD &AJ-T6 CO EXTIRIDER• • 00@ •• ydLAs a�0 0 E14 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER 14 2 E15 CGI-t40 - 1'MUNRN 6063-T5 CGI EXTRUDER (}2 M E16 le 4 CGI-141 - 2.5'MULLION 6063-T6 CGI EXTRUDER ppZ q E17ac-1-605 - SCREEN FRAME 6063-75 CGI EXTRUDER Q W~ E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER 0 n E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER 3 I d n E22 CGI-135 - TF FRAME SILL 6063-T6 CGI EXTRUDER 3 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER E2 O M1 66I-382V - GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PJC - O W M2 CGI-111 - SCREW COVER(OPTIONAL) PVC - N M3 CGI-112 3'O ANCHORS EQUAL LEG COVER/SHIM PVC - F N o M4 - 0.700'X 0.040'BEAD GE1200 SILICONE SILICONE GE In I NS - 0.700'X 0.040'BEAD DOW 995 SILICONE DOW Fy 3 M I 003' M6 - 0.700'X 0.040'BEAD DOW 899 SILICONE DOW d Z Z n EM16 - 2/UTE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 3 0 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - CD M 684 - ROLLER TRACK PJC - P`y, c CGI-128 2 PER SASH ROLLER HOUSING NYLON - 0 W2320ING - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M W i x 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M $m - OPTIONAL RETICULATED FOAM 30 PPI CGI-134 - JAMB SPACER PVC PROTOTYPE OR EOLNV. u o M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUN. PRMU3 M18 CGI-132 2PER WD.2' SASH STOP PVC PROTOTYPE wcmnpCim wilb ED u c3i N cwnply8q wIA 1641'laidu M19 CGI-111 OFR. HEAD SCREW COVER PVC PROTOTYPE Du0dln9 Coda w 7. mptwalm M20 CGI-125 2PER SASH SASH CAM(B/T BALANCE) NYLON M&M ull / �1L M22 VARIES HI-FLO WEEP COVERS PVC AAESBURY OR EQUN c DM*oo odur4Con S2 - 2 OR 3 PER CORNER } 10 X 1 1/4'LG. PHL. PH. SMS. ST/ST.ASSEMBLY SCREW - - c<m u c u S3 - 1 1/4'EMBED. }8 X 1 1/2'LG. PHL PH. SMS.FIN ANCHOR SCREW S4 - 4 PER WD. /8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW - - S5 2 PER WD. /8 X 1'LG.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - - Cyn JAVAO AHMAD I L S6 - - } 5 X 1/2'LG. FH.SMS.O CGI-133 &CNA LOCK - - CML FNA PE}70592 .A S8 - 4 OM.RAIL } 10 X 4'LG.PHL PH.SMS. ST/ST.ASSEMBLY MEETING RAIL - - CN.3538 y } 59 - 2 PER ANTIUFT } 10 X 5/3'LG.PHL. PH.SMS. ST/ST.ANTIUFi SCREW6A7 O 2015 drowing no. W10-18 sheet 9 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... -.^IIS ... -�--y �V/, 2.440 �2.440 7 2.113 � II .065 .120.490 1 � Q 1.015 .7LII 050 TYP. .705 .050 TYP. 3 • • • • • • L� • • , 1.551! • •• • as � 2.101 1 1.301 • • • • • • f • �1 .864 F-- .864 Fj qj 2.646 065 1.601 065 1.220 • I• • • • l� a TYP. 2.346 TYR 1�7 • '• • • a 4 1q 0 • • .050 •• • Ee 5/16" GLAZING BEAD E9 .700" GLAZING BEAD �1 U .065 1.395 a 1.155 1.155 ' 1.449-{ Igo • • Ey 111AIL I�NADAF5r" •• �t.395-y Q t r 1.015 1.015 1.J68 .745 • I t� G1o0 . 1J O O • ••• • • • • •• • L �' 293 KWl9Q FLANGE FRAME HEAD FLUSH FRAME HEAD E4 MEETING RAIL • • • • • • of > .0503--7 .060 rI I� o R 1.015 p- 1.015 1.788 •• • 1 ��••• •• .065 r065 1.140-{ 1.140-{ lYP. a 2.264 1255 MJ (LUSH FRAME COVER N2 SCREW COVER J a (h�cy{1 1.015 1.220 O z�rzff .080 065 TMP' ry 4.430 TYP. J.930 .065 3.185 T1P' 1.043 3.665 2.885 2.685 ES LOCK RAIL E19 SILL FILLER to o 1.788 0 L 1.450 _180 O y I � I �Frm F---2.440 2.440-+1 f (/1 N 2.310 P^.. O r�m E22 FLANGE FRAME SILL E2 FLUSH FRAME SILL 0 3 1.015 0�` 1.220 2.737 -2.737 I��JI E23 FLANGE ADAPTOR 1,043 � C7 O Q 065 065 U tYP. TYP. E21 ALT. LOCK RAIL o iTp 2.613 2.505 2.613 1.892 zsos N N 065Fti TYP c o � .500 2.195 z 1.000 .991 .991 7.1J7 2.737 1.o,sF9 I Et4 FLANGE FRAME JAMB (MOVING) F20 FLUSH FRAME JAMB (MOVING) c do •n d .611 1.043�- .att (- O 0°sesaa E6 HANDLE RAIL u W a u o u 1.025 ° JAVAD AHNAD a 'u 2.505 L.10165YP. 2.505 .065 IYP. CML FLA.PE 70592 1.015 1.015 1295 CAN. PRODUCE REVISED .745 os complglog wId11M Flalde S o # 1.000 a"00 .065 Duilding Colo � O� Q Z 20)� 0 �cceWmceNo Browing rro. 1.745 1.245 1.015 in>t DMc •1 p Dq WIQ_�o Et2 FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) O SASH RAIL M� P,oducl 1 sheet 10 of 11 .. .. . . . .. .. . . . . . . . . . . . . ` 52 W ... y/ 0 0 / 3 Ito Q� V . 000 . 00 Lu • • • •. • 0 ..• 0 t •• • •.• Q�prpK aW�2a O � N 1 N FRAME TOP CORNER n N N VENT TOP/BOTTOM CORNERS - 52 oW =N o / R OD 3 n n n i 30 •,o, c6 a g up" PRODUCT REVISED .mmplying with the Floods im Weo Ex CJiu o !'suWlonDotc -2 00$0 BY °1 8'8X4 W ade Product Co v�<m o o u 0 FRAME BOTTOM CORNER &9,.JAVAD AHMAD CML FU PE/70 92 C.A.N.753 0 t O • drowin9 no. FIXED MTG. RAIL CORNER [W10-18 sheet 11 of�� M®DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy CGI Windows&Doors 10100 NW 25"Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur tine 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 beer' designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 130"Aluminum Fixed Window-L.M.I. :••.:. APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Adam Mixed Window .' (L.M.I.)(S.M.I.)",sheets 1, 1.1,2,3,4, 5 and 6 of 6,dated 01/30/10,with revisionF*ed 04/110✓!5e• •••• • prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,beari"e Miami-DAde ;•••• County Product Control Revision stamp with the Notice of Acceptance number an W;ation d8flevy.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 manufacturees,llne;or logo, eity, state, •, model/series, and following statement: "Miami-Dade County Product Control A�prove'd", un:w.fterwis8••••• noted herein. : 000 • ,.0.•00 0 000 0 ; RENEWAL of this NOA shall be considered after a renewal application has been filed and t"w-8 Its been • no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMMADE CO 'NTY NOA No, 15-0413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 1 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2, 3,4,5 and 6 of 6, dated 01/30/10,with revision F,dated 04/10/15,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,SAS 203-94 ••• •• along with marked-up drawings and installation diagram of a4Wh:s•7400 P.VCproject out window,to qualify DuPont"Butacite"PVB interlayer,Dwnsods and Super 006*% Spacer® insulating glass spacer,prepared by Certified Test Lvbt6tories,Test Report.... No. CTLA-3056 WB, dated 03/03/15, signed and sealed by RtMdsh C.Platt,'E.E. ' 3. Test reports on: 1)Uniform Static Air Pressure Test,Loadingjij�13C TAV 2b2-94see • 2)Large Missile Impact Test per FBC, TAS 2r F94 ;•'••• .....• 3) Cyclic Wind Pressure Loading per FBC,3;A&293-94 • along with marked-up drawings and installation diagram of a'serses238 fdup3iWm •••• • fixed window,to qualify DuPont`Butacite"PVB interlayer,M scal@ Ind Super :....: Spacer®insulating glass spacer,prepared by Certified Test Lavoratories,-Test epor€ • 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 .) � g 3 Water Resistance Test,per FBC TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory,LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.13) U Manuel ,P.E. Product Contr I aminer NOA N . -0413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'11 Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & nc. p Co.,� 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. • 0000.. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman ChejVkie ComPpny(MAI*':: for their"Saflex CP- Saflex and Saflex HP Composite GIW.TjVerlayftjVjth PEI,,, Core" dated 06/19/14, expiring on 12/11/18. •••:.. . 0000 0000 . . F. STATEMENTS . . 0000 0000. 1. Statement letter of conformance, complying with FBC-51h II�t�Qn (2014);4nd of$Q financial interest, dated July 18, 2014, issued by Al-Farooq C.vrppration, Signed and ,• sealed by Javad Ahmad,P.E. ' . . . . 0000.. 0000*0 (Submitted under previous NOA No.14-0731.05) • . . 0000.. 2 .Laboratory compliance letter for Test Report No. BTL-0080-0103'10,iss�i V;y ' Hurricane Test Laboratory, LLC,dated March 30,2010,signed and sealed by,Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14,signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Perq4qE. Product Control Ea m' er NOA No.15-0 3.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-Z . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 49' 4B" 49' N — FLANGE WIDTH FIANCE WIDTH o BUCK WIDTH TYPICAL ELEVATIONS o D.L.OPG. vJ D.L.OPG. D.L.OPG. -- mCI • • • ••• 3 2 •• • • • • •• •• • W 9A J B'MAX. 78'MAX. o: 78' • • • • • • g. •• 7 i MEAD SILL A SHORTER $ Al CORNERS SIDES m1: !G?I� m • ANCHOR SPACING SHOWN HEREIN APPLICABLE a r •'w 8 •• TO FLANGE AND FLUSH FRAMES. v SEE SHEET 1.1 FOR FIN FRAMES. IIm� • • ii • • •m •• VC II II II-r------II K ,• =-i -----4F=- O Q II ❑ 11 II m U •• • • ��• • • • It. C II II II II • • ' • • II•• • • 0 N u ❑ Cl n u • • w • • n• • • • e r C II II II II • r • II• • C3 =----JnL- -rr- ----r-----Ir---- rrc 96• ----- • • •• Q z o;f gs BUCK HEIGHT Q u� D.L. OPG. W II II W y II Ij R II II �� 0 xy 0 O O II II j O II II o II II - P z u u u u W u u v _= JI______LL____ --Ir-----Ti--- zo -- Z_ =Ir-----�r--- ii it �I 3 n --Tr-----Tr--- o0 ii ii �3N ii ii �9a ii ii II ° II 8 '" II u n n n n II/ u u u n n p� o n u II/, n n I I It -it O �I II ,I 1r___-- ___-�= F B 3 8 �n $ �NM FALSE MUNTINS p M '� (SURFACE MPUEO) 18'MAX. 6'MAX. 18'MAX. 6' t T MAX. 3 2i J N OPTIONAL SHORTER HEAD/SILL SHORTER CORNERS STRAIGHT 3 p�,5( SIDES CORNERS SIDES per.. FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME W.WIDTH{ �„ v� k WINDOW 1 1 WIND �N� WIN� _WINDOW WIDTH SERIES 130 SENTINEL ALUMINUM FIXED WINDOW r I I I I I � DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I I I Z CHARTS SHOWN ON SHEET 2. 'G I I €R I % 1 3 a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 3 3 L OFFIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY tl APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W. WIDTH DAYLI7E OPENINGS: •$a IN BETWEEN. �'{ �� D.L.O. HEIGHT - BUCK HEIGHT - 3.00" LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL I -� r 1 D.L.O. WIDTH = BUCK WIDTH - 3.00" •• - - WILL APPLY TO ENTIRE SYSTEM. f -1 t--- 1 I I M` o LAM. GLASS °goo THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I�I 3 :; INSULATING LAM.GLASS : REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCCTY 3 a 3 UJI LARGE MISSILE IMPACT HURRICANE ZONE (HVHZ). oWOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER r I SMALL MISSILE IMPACTLOADS TO THE STRUCTURE. En9r.JAVAD AHMADL CML PRODUCTRHVISBD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS FU PE70592 W complying with Ow FW(b EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN.'35M Buildkg Codei ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. M 2Oi5 Ac«�l�Date 4� [ � NOT PART OF THIS APPROVAL. I SHUTTERS ARE NOT REQUIRED. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. BY drawing no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Mini de Producl Control MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS W10-02 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 8 . . ... . . . ... .. .. . . . .. .. . . .. . . . . . . . . 48' 48' 48' �wN BUCK WIDTH BUCK WIDTH BUCK WIDTH TYPICAL ELEVATIONS ay D.L.OPG. D.L. OPG. D.L. OPG. O 6'MAX. 16'MAX. _ TS. •• • • • • •• •• • pppp HEAD/SILL STRAIGHT p Cpts�,, • • • • • • TS• • •• q ''d CORNERS SIDES 'o O ""12'0 • • • • • rU • H • tltlry u mom•. a S 0 c gn J h I h �mCl I II �p d LL 'yY_____il=_ -tit====={�-_ • : _!'� !i • •• a IL O u a n u :o IA • • • p a`a n u u u •••I • • Ir • • • Q u u n u • • i • • II•• • • ��p�o C2 --_-_-itIL IuIlII _1In1IILI1 ! fnII11II__�!��_, _11rn1I1r1I�-_--- • ••g gg_ r----rr— ---fi----- ------ It u It u BUCK WIDTH LLJ�IIxYY 3 afD.L.OPG. It II _ pJM Op 0O II 11 O II II p II .� 11 OS O qa x O T___ J JILI 1ILI xY O IILI _-IILI N V J O As . _ o n u Op�.tL_ m u u n n u n u N x`� u u n n v ----"U------IL---- 3 Oi _- ------LL---- - ------u---- 1 ----Ir-----71---- o_ —=Ir-----71---- r-----Tr--- II II N II II N 11 II II 11 II II II II I II I I II II II • u n u n u u ____- = . ... . . ... % .. % .. . . . . . . . . . . DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSP �_.-.{ 4 U N FLANGE DIMS. BUCH DIMS. GLASS TYPES'C'k'C1'GLASS TYPES'D'k'Dl' FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'k'CI'GLASS TYPES'D'A'Dl' I I /161 OI YY WIDTH(W)LENGTH(L)WIDTH(W)LENGTH(L) EXT.(+) INT.(-) EXT.(+) 1NY.(-) WIDTH(1Y)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+ INT.-) -.(+) IM.(-) �Y O I 1 24• 23• 80.0 80.0 80.0 80.0 24' 23' BOO• 88.0• eo.� 8 •• ••• JO' 29' BOA 80.0 80.0 80.0 30' 29' 80.0• db-0• 4800 80.09 • • •• L 114' 113' . • 36' 35• 800 80.0 80.0 80.0 36• 35' 73.0• �.0• 80. 80. • • • % w i 42' 3. 41' 35. BOA 80.0 80.0 80.0 41• 40' 6144•4 k 61.0 80.0 • 88X)9• •.• • d� Ar v 46' 47' 80.0 80.0 80.0 80.11 1 24' 23' BOA B0.0 80.0 80.0 ; 54' 53' 80.0 80.0 80.0 80.0 1 30' 120• 29' 119• 80.0 80.0 80.0 80.0 1. 60' S9' 80.0 80.0 BOO 80.0 M. 35' 72.4 OVA 0 050.0 0 %Q, •• y 0 � LL 81• •30' 80.0 80.0 80.0 80.0 39 38 65.9 65.9• 080.4 alto • . ••• Q a gygyqy 24• 23• 80.0 80.0 80.0 80.0 24' 23' BO.D 11.0 0 80. 8 • •• I�IIE: n O 30' 29' 80.0 80.0 80.0 80.0 30' 29• 80.0 db.0• 080.0 8.A • • • WIDTH AND LENGTH ZONDIMALLY A CAN W ORIENTED v y gD VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. �.K 121' 120• .•. .. 3 g JB' 35' 80.0 80.0 80.0 80.0 38• 35• 723 72.3 80.0 A Z VI g 42' 48. 41` 47. 70.2 70.2 80.0 80.0 39' 38' 85.8 65.8 80.0 80.0 r CdI 48' 47' 61.3 61.3 1 80.0 80.0 54• 53' 61.3 61.3 80.0 80.0 1FTP BUCK DIMS )4TYP. ^ O 60' 1' 81.3 61.3 BOO 80.0 el' 60' 81.3 61.3 80.0 80.0 DESIGN LOAD CAPACITY-PSP v 24' 23' 80.0 80.0 60.0 no FLANGE DIMS. BUCX DIMS. GLASS TYPES'C'Y'Cl�GLASS TYPES'W&*DI' FLANGE FRAME I = w 30' 29' 80.0 80.0 80.0 80.0 WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) EXT.(+) 1M.(-) v '� 36' 35' 80.0 80.0 80.0 80.0 19-1/6' 18-1/8' 80.0 80.0 80.0 80.0 FLANGE 42' 60• 41• 59. 70.2 70.2 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 '^ 48' 47' 61.3 61.3 80.0 80.0 3Y 26' 36' 25. 80.0 80.0 90.0 80.0 BUCK DIMS ; O 54' 53' 54.3 54.3 72.5 72.5 48' 47' 80.0 80.0 80.0 80.0 8 tz O w li0' 59' 48.8 48.3 55.1 65.1 53-1/8' 52-1/8' 800 80.0 80.0 90.0 61` 60" 48.8 48.8 65.1 55.1 61' 60• 80.0 BO.0 80.0 80.0 24• 23• 80.0 80.0 80.0 80.0 t9-1/8 18-1/8 80.0 80.0 80.0 80.0 N EGUAL LEG FRAME o 1n a 30' 29• 80.0 80.0 80.0 80.0 26-1/Y 25-1/2" 80.0 80.0 80.0 80.0 3 N M e 36• 35• 80.0 80.0 80.0 80.0 37' 36' 80.0 80.0 80.0 80.0 38-3/8" 37-3/6' � S 3 � 42' 72. 41' 71' 70.2 70.2 80.0 80.0 48' 47' 77.1 77.1 80.0 80.0 BUCK DIMS ,zF,., Z Z 1Ji-� 1. 47' 61.3 61.3 80.0 80.0 53-1/8' 52-1/8• 77.1 77.1 80.0 80.0 DS 3 p= 54' 53" 54.3 54.3 72.5 72.5 61" 60" 77.1 77.1 80.0 80.0 w ¢v 60' S9' 48.3 48.8 65.1 65.1 19-1/8• 18-1/8• 80.0 _ 80.0 80.0 80.0 U 61' 00' 48.0 48.0 64.0 64.0 26-1/2' 25-1/2' 80.0 80.0 80.0 Bo.o 0 24' 23' 80.0 80.0 80.0 80.0 37' 36• 80.0 80.0 80.0 80.0 FIN FRAME 50-5/8' 30• 29' 80.0 80.0 8D.0 80.0 48' 47' 81.3 61.3 80.0 80.0 49-5/8- 36• 35• 78.2 78.2 80.0 80.0 53-1/8• 52-1/8' 58.0 58.0 77.4 77.4 BUCK DIMS 42' �. 41' 63• 70.0 70.0 80.0 80.0 61• 60• 58.0 58.0 77.4 77.4 48' 47' 61.3 61.3 60.0 80.0 75-1/4' 74-1/4' 58.0 58.0 77.4 77.4 Q$z Q a= 54' 53' 54.3 54.3 72.5 72.5 93-3/4' 92-3/4• 58.0 58.0 76.5 75.5 FLANGE ADAPTOR FRAME -D u o 56' 55' 52.4 52.4 59.8 69.8 19-1/8' 1S-1/8' 80.0 BOA 80.0 80.0 fy a 3 24' 23' 80.0 BO.D 80.0 80.0 26-1/Y 25-1/2• 80.0 800 80.0 80.0 �- FLANGE DIMS z Ei 30' 29' 80.0 80.0 80.0 50.0 37' 63' 36' 62' 80.0 80.0 30.0 8D.0 38' 97' 35' 96' 75.6 75.6 80.0 80.0 48 47 61.3 61.3 80.0 80.0 q e a 42• 41' 65.2 65.2 80.0 80.0 53-1/0' 52-1/8' 55.3 55.3 73.7 73.7 NOTE: a n o n o 48' 47' 60.6 60.6 80.0 80.0 61• 60' 48.0 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE 4e' 48' 58.6 59.8 80.0 80.0 7s-1/4' 74-1/4' 48.5 46.5 61.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) o W 24' 23• eo.a Do.o eo.o eo.o 19-1/8' 19-1/8' 90.0 80.0 80.0 80.0 AND FLORIDA BUILDING COMMISSION V 29' 80.0 no 80.0 30.0 26-1/2' 25-1/2' 80.0 80.0 80.Dhao.0 DECLARATORY STATEMENT DCA05-DEC-219 36' 102' 33' 101' 74.6 74.0 80.0 80.0 37' 36' 78.9 78.9 80.0 .0 Engr:JAlAD AFMAAD PRODUCT'REVISED42' 41' 65.7 63.7 00.0 80.0 48' 76' 47' 75" 61.3 61.3 80.0 .0 FLA.PES 70592 a9�^PIYinB with theFlorldeCdc 48' 45' 59.3 59.3 80.0 80.0 53-1/8' 52-1/8' 55.3 55.3 73.7 .7 lg24' 23' 80.0 80.0 80.0 80.0 61• 60• 48.0 48.0 64.0 .0 Ex'mlion DNe � � b { 30' 29' 80.0 80.0 80.0 80.0 1 py 36 108 35' 107' 73.8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 dt 1.1 4 015 B`Y! ee Pmduct Co91ro1 drawing not. 42' 41' 62.4 62.4 80.0 80.0 W10-02J 44' 43' 59.1 59.1 80.0 80.0 sheet 2 of 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 3/16'ANN.CUSS 3/16'HEAT STREN'D GLASS • ••• • • • • ••013 %, 13 /1! o .075'Interlayer 075' Interlayer sY d Saflex CP With PET Core Saflex CP With PET Core ByR'Eastman Chemical Co.' By'Easlm r Chemijol Co.' • • • •e• IQ .090'Interlayer 090 I r •a'• e • •• •• • Saflex Clear And Color Glass SoFlex And y.wv�Q& : • : •• IL • By'Eostmon Chemical Co.' By'Eostmgl Chog is Co.' • • • • e • °+ s f•• • e fee 000 • �. V OR O 090'Interlayer 090 Interlayer p DuPont SentryGlas DuPont SsnlryGl°s ^ By 'E.I. DuPont De Nemours&Co., Inc.' BByy E.I.DuPont Ds Nemours&Co.,Ina' 8 DR OR VV p 090'Interloyer 090"Interloyere e e • e •e 000 •• Cf DuPont Butocite PVB DuPont Butane PVB• • • • e • • • 0 IL By'E.I, DuPont Ds Nemours &Co.. Inc.' By'E.1. OuPont/Ds Nerwole's&Cos. Iti' • •• • 4�— e e • • • e e • • W C ' STREN'D GLASS 3/18'HEAT STREIII eU • • • • • 3 u �.r of • • • • • •e• •• Q m m SILICONE vj :I :� SWCONE ? g O] 200 DOW GE 1 CORNING 899 \O E3 1 CDOW1 CORNING 899 0 n n II II DOW CORNING 995 DOW CORNING 995 i ^' N W a x 3 0 0 l pW.'*AT ON LRES W M5 AT 1/4 POINTS ON LRES SW! ' ' WIDER THAN 38" �n GLASS TYPE 'C' W GLASS TYPE 'D' 0 w 7/16"OVERALL LAA.GLASS 7/16-OVERALL WI.GLASS I (L.M.1. 3/16'ANN.GLASS 3/16"HEAT STREN'D GLASS roar 3 N M 075'Interlayer 075'Interlayer Ed Saflex CP With PET Core Saflex CP With PET Core = 03 By Tostmon Chemical Co.' By'Eastman Chemical Co.' E6 Z Z OR OR rrr 3 O 090"Inlertoyer .090"Inlerloyer Safi"Clear And Color Gloss Safi"Clear And Color Glass 0 p a �l By Eastman Chemical Co.' By 'Eaatrnon Chemical Co.' rn U 3/8'AR SPACE OR 3/8'AR SPACE OR 0 .090'Interloyer .090'Interlayer SILICONE DuPont SentryGlos DuPont SentryGlos C. SISI 1200 3/16'HEAT STREN'D GLASS By 'E.I. DuPont De Nemours &Co., Inc.' By'E.I. DuPont De Nemours&Co., Inc.' a GE 1 CORNING 899 OR ORi DOW CORNING 995 [y 090"Interlayer 3/16'HEAT STREN'D GLASS 090'Interlayer DuPont Butocite PVB DuPont Butocite PVB + pl X Ij i Ij By'E.I. DuPont De Nemours & Co., Inc.' By'E.I. DuPont De Nemours&Co.,Inc.' n Wi ii ii o 3/16"HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS M4 Ij SIUCONE SILICONE • $ m GE 1200Im GE 1200 SkICONE i it DOW CORNING 899 i i :� DOW CORNING 899 GE 1200 0; + a DOW CORN NG 995 it I DOW CORNING 995 c e C C 'v Mt ii Ij li MI ii ji Ij DOW CORNING 899 o e o 0 n O li II II n O II it jl W S 0 3 XL EDGE SPACER .I XL EDGE SPACER DOW CORNING 995 o V o t ST. STEEL BY'CARDINAL' i !i I ST.STEEL BY'CARDINAL' I c E4 ij i i OR E4 ii i i OR OPTIONAL GLAZING DETAIL DURASFAL BY'OIIANDC' DURASEAL BY'QUMIDC GIASS TYPES 'Cl' & 'DI' u OR OR p SUPER SPACER BY'QUANEX' p SUPER SPACER BY'QUANE)C E.W:JAVAD AN" r r PRODUCT REVISED a 14 FU.P�70592 a9¢omPlyhtgwiNthe ilodde t C.AN. 38 Buikr gCode F Ms AT 1/4 ALL slzEs [W-� MS AT 1/4 P Nrs ALL slzEs � s � k AJ SC DS Acccphsrce No/5 W GLASS TYPE 'Cl' GLASS TYPE 'Dl' 1nfiaoD°e 8 1'WEATY IAM.GLASS 1"OVERALL I TY I.M.GLASS (L.M.1. ONLY) By drawingo no. (S.M.I.) MAY�Jll --I Can W10-02 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl'&'Dl' MUST BE TEMPERED. sheet 3 of 6 . . ... . . . ... .. .. . . . .. .. . TYPICAL EDGE DISTANCE • • ••• • (! NCRET7`Ar ROAD, SHL OR JAMBS f'c - 3000 PSI MIN. � TYPICAL INSTALLATION DETAILSo INTO CONCRETE AND MASONRY 2-1/2" MIN. C-90 HOLLOW/FlLLED BLOCK AT JAMBS fm = 200D P51 MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE o- 3/49 MIN. • • • ••• •n i • p J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X yNSTZTIiN SETil • •• INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES 4HRECOLY ROTO CONCRiTE • • • STRUCTURES OR INTO APPROVED MULLIONS o ••• • • ••• ••• f U FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4•MAX.. FLANGE C a SEE ELEV. 2BY WOOD BUCK FOR SPACING SHIMS CI u METAL OR •• • �' •• ••• . STRUCTURE a II ii WOOD STRUCTU TYPICAL AMCFHCv45 • • IV • • • • IL Q S EILS/• •••'•- • • • • TYPICAL ANCHORS 4 6 M li li N2 vS s FOR SPACING • •a+` •• • SEE ELEV. 1� p O = O 3 O • • • FOR SPACING g A \� .. �., r ... .. LLZ,4_ E1 Et S2 A91L. " 1 I ♦ x ^ P 9 v TYPICAL ANCHORS M2 J '� °. .. I SEE ELEV.` 1 ° 1 B FOR SPACING li II m WOOD BUCK El E3 n V)o n dx O w 1/4"MAX. O w SHIMS 47 EQUAL LEG EQUAL LEG EQUAL LEG v . E2 EQUAL LEG o to cI M 29Y WOOD BUCK M2 METAL g A WOOD STRUCTURE (�, STRUCTURE d 3 TYPICAL ANCHORS 6 Z Z� I'I M2 _ SEE ELEV. yr 3 O �1 it FOR SPACING O� MS I I I 52 p _ V E2 M3 52 TYPICAL ANCHORS vi r ' SEE ELEV. FOR SPACING .q E3 qq M2 RICN o�t •..v TYPICAL AHORS I I W o SEE ELEV.` �I !I TYPICAL ANCHORS - °- 1By FOR SPACING !I II SEE ELEV. a WOOD 8= FOR SPACING • g$ �•d 6 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. a ti o 3 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0 TYPICAL ANCHORS: SEE ELEv. FOR SPACING Y14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4' DIA. TAPCON BY 'ITW(Fw120 KSI.Fy-92 KSI) INTO METAL STRUCTURES _ /4" DLA. ULTRACON BY 'ELCU (Fu-177 KS1. FY-155 KSI) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) Eno,.JAVAD AAW •� ED INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) CML PRODUGTRBVISOW « (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) FlA PE 70592 Um p'� MO10Fl0^� e 1-1/2" MIN. PENETRATION INTO WOOD C.AN. Dj1d uceT* -041 (7 ai THRU 18Y BUCKS INTO CONC. OR MASONRY Nita SMS OR SELF DRILLING SCREWS (GRADE 2 GPIs) Bx iraial Date d 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 Dy Miami a Pro cl ntrol Browing no. DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAY 2U1 W�0-02 1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet 4 of 6 • .•. ... • . • • . . f . . • f ••f • • • • ••• • • • • ••• u V TYPICAL INSTALLATION DETAILS �4ft THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o • • •• • W p 2 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X SNST4A$N blis 0 • 0 ••• INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES taDIREOILY*M CGN WTE • • • • STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR o O� v TYPICAL ANCHORS 1/4'MAX. g SEE ELEV. •• ••• •• ryz `M 20Y W000 BUCK FOR SPACING f • • • • V CL<C jj ji OR • ••• • • •• • METAL O°g ��j� WOOD STRUCTURE TYPICAL ANCHORS. . . .. i.. . . STRUCTURE E3 I :i SEE RLY. • • ,•'� • • • • B3 I''i M2 �S z FOR SPACIAL •.a • f • • •• SETY ANCHORS uri E ELEV. FOR SPACING .J S W elf F 0 .. II ii 52 MIN m 44 v YY ORS PICAL Ar1CN �j!� M2 y n SEE LLEV.' E3 \ z (p na ° 1gy FOR SPACING ii it - 3 W v^� WOOD BUCK .o E8 E2 E3 P, O x Ow 2 3/8'MIN. 1/4�' BUCK HEIGHT 1/P GAP �N y��� + WOOD STRUCTURE NOT BY 1/2'MIN. 1/2'MIN. O N M n ^��``��� ---- C5 Z 2 3/I 1 FIN FRAME Mz CAULKING o TYPICAL ANCHORS: SEE ELEV. FOR SPACING I I L -------' #B SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4' MIN. PENETRATION INTO WOOD 1 BUCK DEPTH SHALL BE 2)6". e 0?: „€ THE USE OF DEEPER OR - R BEVELED WOODBUCKS ISWRAP E5 c PERMITTED. EXTERIOR ® E BUCK WIDTH BUCK WIDTH F--- MWB-RADE COUNTY I I MIAAK-DADS COUNTY APPROVED Ii p p ti o-u T T I APPROVED MULLION 11 MULLION $ MULLION ANCHORS I I > R S S I I d MULLION ANCHORS II SEE SEPARATE NOA I I SEE SEPARATE NOA II II O II II 4SEE �J AVAHMADCML PRODUCT REVISEDFTA.PE i 7oss2yin8 with Ow FJ*"CA 3538 BuilL __�I nPICA1.ANCHORS ELEV. By drawing no. FOR SPACINGMi edc PFoducl 1 M1,4 X 1•SMS. 0015 W10-02 sheet $of 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 2.505 ITEM PART/ UANTITf •••DARIPTION • ••• r60!63-T6 LANP./SUPPLER/REMARKS 4 U V Et CGI-118 4/WOW. FLANGE FRAME -[''�8E2 Cq-119 4/WOW. FWSH FRAME/FlN FRAME T —T E3 OGI-121 4/WON. GLAZING BEAD (MM.CLASS). ••.1.995 . Cq-123 4/ EA I L ) - IL E5 CGI-110 4/NDW.9 NAa47N.AAPTBR • • - ddE6 CCL-109 • 44/ FRO OR - d u M1 CGI-382V AS REOD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE AION 7.335 M2 CGI-124 AS REOD. SCREW COVER-OPTAL PVC - M3 CGI-112 AS READ. FLUSH FRAME COVER PVC W!+� E, FLANGE FRAME M4 - p ONG i•K t,(A M5 UTE• %ETf*1G ROGRS • •• • EPDM DLRtOMETER 8515 SHORE A Q 41 2.505 S2 /10 K 1-1/4" 2/CORN4 jS BL �HaPH SMS • ST/ST 1 46a 1 o6e - I' _ ' •• • • • • • •.• •• 1.495 1 .812 J 995 055 �I TlP. 3 1.335 ev E2 FLUSH FRAME/RN FRAME n 675 I In Of 8 OLu� .995 .05 5 I p s L/1 WELDED JOINT dI AT ENDS F N o 1.184 � N M t E3 GLAZING BEAD (LAM. GLASS) Ed p 3 M w 6 o�� a .995 •050 1.000 ,25 rn UOQ IYP. L �{ o 1.184--1 .500- � r E4 GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) CIRCULAR WINDOWS M a W O F F —1.130-1—.085 R~ 1.450 RECT. OR SQUARE WINDOWS z$S z r.1eo 1.550 1.680 1--' sso L so TYP. CORNER DETAILS _oma .050 • 863 1.39s O NAIL FlN ADAPTER Ee FLANGE ADAPTOR 3 EmW:JAVAD AHLIAD PRODUCT REVISED 1.395 1.119a& m—plyin6 with ft Plorids � FLA.PE 7559z Acc«pnt-No 15- CA 5536 Lr ��.loo 291 rmlon D—ma Hria O ti .050r .oyer 1 By 085 1.081 2015 Mini ro&ct Con 1 drawing no. W10-02 O FLUSH FRAME COVER M2 SCREW COVER sheet B of tj MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/economi CGI Windows&Doors,Inc. 10100 N.W.251' Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for 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 11160 Sentinel"Aluminum Outswing glazed Doors w/wo Sidelites-LMI °° tswin Doors" sheets 1 thru "Series SentinelOu APPROVAL DOCUMENT:Drawing No.W13 Ol Rev),titled Se es 1G0 g , of 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 &2 ,single sidelite in sheet 3 and door mullion _ design of door or sidelite or mullion shall apply tc the entire aslawb:* in sheet 4.For mulled unit lower d gn Pp Y 2. See glazing option in sheet 5 and locking hardware options in sheet 9. • •• • .... LABELING: Each unit shall bear a permanent label with the manufacturers name or khgc�city,state and Series ayd.;. following statement: "Miami-Dade County Product Control Approved",noted herein. •••••• 0 0 • RENEWAL of this NOA shall be considered after a renewal application has been filed ahythere hsl< oeftno chAage .... .....• .... 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 faiNdlion in the..... materials,use,and/or manufacture of the product or process.Misuse of this NOA as aiv eit4olsement of any product,. flare to com i h an •••••• other purposes shall automatically terminate this NOA.Fa y for sales,advertising or any p rp y 1�Y:G�. 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, anJ followed b'y the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises# 13-0226.06 consists of this page 1 and evidence pages E-I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 14-1015.04 MIAMMADECOUNTY Expiration Date: August 08,2018 Approval Date: August 13,2015 Page 1 CGI Windows&Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#13-0226.06) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform.Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sill S-I only) 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida, Inc.,Test Report No. ATLSF-1218.01-12 dated 02/11/2013,signed and sealed by Henry Hatem,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC (sample#3) dated 04/16/2015, signed and sealed by Ramesh Patel,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(51h Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02, -04 and-2009. D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (Vg). •••••• E. MATERIAL CERTIFICATIONS • ...... .... ...... 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemQw.%& Co.,Inc. for.their "DuPont Sentry Glass ®Interlayer", expiring on 01/14/17. •••••• 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Ctlm....pany(M..... . . A)former ••••• Solutia Inc. for "Saflex clear&color glass interlayer",expiring on=1116. :...:. 00000•'•• 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical�0,pDpy(MA)former 00*::• Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlaybr*/:PET core",expiring at 12/11/18. • F. STATEMENTS • 1. Statement letter of conformance to FBC 2014(5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises# 13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14 &# 12-0553, dated 04/25/12 approved by RER. le l (4-4_ Ishaq I.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 .. .. . . . .. .. . . . . . . . . . . . 37-1/4' 72' _ V ODOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS A7 STILE ENDS QUANTITY CHART 2 ANCHORS SEE CHART FOR OWNTRY • • 3 6' 3' AT STILE ENDS R C HEADMAXLL 3' 6" 3" •• • • • • ANQ[aA►TYPE Z g� J HEAD/SILL CORNERS • • • • • • SNI 'B' 'C' I k y Q CORNERS A A • • • • • •1/4' 41 •4 4 f N 1 "11 IIS _ a I 1 I ••• • • •�/B •� 6 8 ��II � U _ 1/2' 7 I I\ ii / 1 / 1 I \ •• • • • •• ••• •• OG p __1Lf I / I L1L_ • ••• • • • • •• • �yQ 1h jr • • • • • •• • • v I ll . • . . . . • • . Oaa� - ,ri/ I ~x � I I� ►RODUCFREVmfD .J tet„ m 00 LOCK C OPTIONS HeFMfi Q�i elf x o ! Uri I 3= S i S m / SEE SHEET 9 I _ W_/ bdS%Qb w m m Q C 12018 J b 11 7l I 11 b f Z N lbs.-41 1e \ 0n O w v 1, � p� 11 < V) aZa II I I I II v SERIES SENTINEL 160 °)1 II I I I II � 2 �[`!o ACTIVE ACTIVE ALUMINUM OUTSWING DOOR W/ SIDELITE S o 3Nn to APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS O 17 n SO �' I - m`� WITH OR WITHOUT SIDELITES. d p 3 J vi Wi B Z B SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. E 3 Z „1 + SEE SHEET t FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. Gl o—n + 23 1/2' iO Pi 23 1/2' 23 1/2' SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. Y.3 D.L. OPG. �Tw2 ANCHORS D.L OPG. D.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. U E 'B' 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY 0 AT STILE ENDS TYPE'B' FALSE MUNTINS AT STILE ENDS MAY BE USED AT WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( X ) ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY s s HURRICANE ZONE (HVHZ). $•y 8 DOOR OPTIONS 1BY OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 4 r o W r TRANSFER LOADS TO THE STRUCTURE. u g DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY -PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS3$ SINGLE DOORS (X) DOUBLE ()00 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5 DOOR DIMS. TAH, or TNSUL-LAM. DOOR DIMS. LAM. or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL .n n EM.(+) -(-I EXT.(+) NdT.(-) c • WroTH WIDTH HEIGHT WIDTH WIDTH HEIGHT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4 " 37-1/4' 3$' 96' s0 80 72' 1 35' 96' BO I 6o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS o VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG. CODE. n b NOTE: En9r: WAD MIMAD a - FLUSH BOLTS AND LOCKS MUST BE CML I 1 ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS, Fi PE'3570 92 c c PERIODS OF HURRICANE WARNING. 1 n D.L.O. HEIGHT = FRAME HEIGHT -. 12.875' NOTE: D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75' ZO15 0 D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 25)/2 I AUI7 GLASS CAPACITIES ON THIS SHEET ARE Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOORS/SIDELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W AND FLORIDA BUILDING COMMISSION 13-01 DECLARATORY STATEMENT OCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. sheet 1 oT 11 . . ... . . . ... . . . . ... . . . �V0 see ..• 37-1/4" 72" •• • • • • •• m 3 DOOR FRAME WIDTH DOOR FRAME WIDTH • • • • • • • 11F"ANCHORS AT STILE ENDS O Z 2 ANCHORS _ • • i • • • • •QUANTITY CHART m a 8"MAX. TYPE'A', 'B'OR 'C' 6 MAX. • • SEE•HARIT FOR•QVANTITY • • • ANCHOR TYPE 3 HEAD/SILL 3' 6` 3" ••• • ••• IL o AT STILE ENDS HEAD/SILL CORNERS SHIP 'A' 'B' 'C' O U CORNERS q 1/4• 4 4 4 a�, z 1 I 3/8' 1 6 8 6 p /I \ •• ••t �•� i0 t• 1 •• 7 7 08 v VO v I I i I I I I • • • • • •• • • 1,�''! 1 // I // \ I I • • • , • • • • • 0 a Q 11 I I \ �� • • • - • • G4hC � •• •• O D tE w_ S2 W eo Q in a LOCK OPTIONS x _ o SEE SHEET 9 II I �• I li \ m n \ II 'n 11 o 0 W \11 I \ I N/ PRO DDCf REVISED 0� \ 1 7 15 r�NJb{with 1111 Fbr16 of ii \ i \ i I / it N• - D/ 'O� TnN� 614 Daft d� II 1 I I II aZ I I I Ag ACTIVE ACTIVE - I CaWd E Z Z'9 b 3o n X-- m�a O 23 1/2` 23 1/2' "D.L. O . 2 ANCHORS D.L. OPG. D.L. OPG. TYPE'B' 4 ANCHORS SURFACE APPLIED AT STILE ENDS TYPE'B' FALSE MIA4nNS AT STILE ENDS MAY BE USED ? i o. � TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR e X--) XX n�a€� NOTE: SEE SHEET 1 FOR DOOR CAPACITIES c n S o C<m Engr:JAVAO AHMAD "� 9 CML FLA PE A 70592 CAN.35387 o S drowfng no. W 13-01 A 0 5 g2015 sheet 2 of t 1 all, 0 . . . . . . . . . . . A. r, 144'MAX. 1\ s 37 1/8' 36" 72" 36' 1 SEE CHART FOR QUANTITY � SIDELITE WIDTH SIDELtTE WIDTH DOOR FRAMEOMOTH . • SIDEI<E WILT Z 3 •• • . • • •• •• HEAD ANCHORS 0 3" • e'• •3• • • • • AT STILE k MULLION ENDS 6'MAX. 6"MAX. • • • • QUANTITY CHART a HEAD/SILL F HEAD/SILL F A • •• ••• - ANCHOR TYPE 0 CORNERS CORNERS 1 J I SHIM 'A' 'B' 'C' �Ip 1/4' 4 /1 I\ - 3/8' 6 6 6 0 p LL a �t t 0 H• • i•� Il•• V� �/ iii i�i „i i i� ii a• C a • • X11._ • • __L_-_•_ G _p_ �� I • �1 ••� Ifi• Oy6m /'r I I,N II K i H H Hii ii LLzul�� w f _ LSCS ON9 1wi AS ORS SHOWN ON O _ how ' I -- �o -- -_ I =_ _ ==�F- SHEETS 1 B 2 w n , -- II n J - 3 n p, I II 11 3 I a \ I II II g 0 N � O w 1 w I N '1 n ACTNE _ INACTIVE J 1 J 1 J � Z Z 4 N m 3 0=n f5 _ G31 1/8' G31 1/8" 23 1/2' p-'B1/2" 31 1/8' 3 t)0- D.L. OPG. D.L.OPG. D.L. OPG. D.L.OPG. O.L.OPG. 0 DESIGN LOAD CAPACITY - PSP SURhAC!APPLILU 4 ANCHORS FALSE MUNRNS TYPE'B' MAY BE USED SIOELRE STATIONARY PANEL(0) TYPICAL ELEVATION TYPICAL ELEVATION AT STILE AND SIDEUTE FRAME - MULLION ENDS (SEE NOTE BELOW) WIDTHHEIGHT 0 OXXO $ INCHES INCHES EXT.(+) INT.(-) /IIODUCPREVISED o y4 80.0 80.0 SIDELITE OPTIONS raa4PyL2-*hshe Fud& W 30 80.0 A 80.0 rrrPtwreNI -1-10/x•0 `c k' T 33 84 80.0 80.0 ILVtnIlw Daly o a$g& 36 80.0 80.0 Inti MMaJIbIr ndaelCaved 37-1/8 77.6 77.6 39 73.8 73.8SIDEUTE D.L.O. DIMS, 0 42 68.8 68.6 ° O.L.O. HEIGHT = FRAME HEIGHT - 12.875' m $ 24 80.0 80.0 D.L-O. WIDTH a SIDELITE WIDTH - 6' STAND ALONE SIDELITE ONLY `c 30 80.0 80.0 D.L.O.WIDTH = SIDEUTE WIDTH - 4.875 SIDELITE 10 DOOR ONLY 33 90 80.0 80.0 36 80.0 1 80.0 EaV..JAADAHMAD 37-1/8 77.6 77.6 FIA.PE.70 23538 ei 3 39 73.8 73.8 9 24 80.0 80.0 $ 3 30 80.0 80.0 33 96 80.0 1 80.0 A '015 drOwing no. 36 80.0 1 80.0 W13-01 37-1/81 77.6 1 ns sheet 3 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR DOOR SIDELITE E FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME n SIDELITE LEAF FRAMSIDELITE TO DOOR MULION WIDTH' WIDTH WIDTH - WIDTM WIDTH •WIDTH• WIDTH• `WIDTH WIDTH MOTH HEIGHT (SEE NOTE BELOW) Z 3 INCHES INCHES INCHES EXT.(+) I INT.(-) / / • • • • \•• 24 80.0 80.0 C / H H /• • H C • / �C• 30 80.0 80.0 / /• • Q 0 '0 33 35 84 80.0 80.0 = / A % i\ C v a 36 80.0 80.0 w J J J / IL F 37-1/8 77.6 77.6 \\ \\ •• • • • •\�• �•• •/ CG I. 39 73.0 73.8 GG a \ \ • • • • • Lh •• / C p�•t /2 68.6 68.6 \ \ • • • • �t * 24 80.0 80.0 • 0 Q ap 30 eo.o eo.o `xo (oxo) (xox) In rc 33 35 90 80.0 80.0 O% Q M 3 ENj` 36 80.0 80.0 16 -CCC4 37-1/8 77.6 77.6 SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE Z .{ 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH MOTH lu f C 24 80.0 80.0 O 30 80.0 80.0 / \ / \ 4 N 33 35 96 80.0 80.0 u H J /E \\ H 3 1 36 80.0 80.0ii; 37-1/B 77.6 77.6 = �j �i ii 'fi � � � g V) Of- Orn 2 I-o (n n h MULLION '(%XD DOOR STILE (OX%0) 3 t't%n END ANCHORS 1 END AH`CI ORS PRODUC f REVISRD c{ 03 n n O O SEE SHEET 3 SEE SHEET I targylaX.1th the FuddA Z Z YYhy Cade 3 O -n .. A[feVlwce NoI .�� �^ O Lu•ha,i-Date 1 D 111Ade edaetCwha1 O LEAF WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SINGLE(X)37'MAx. Q W W DOUBLE(XX) 72'MAX. oil SIDELITE TO DOOR A N o U g O INSTRUCTIONS: GLASS CAPACITIES ON THIS SHEETARE � a USE CHARTS AS FOLLOWS. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEET 1. Q Z. SELECT LOWER OF SIDELITE TO DOOR MULLION Err..JAVAD AHMAD S CAPACITY FROM TABLE ABOVE. CIVIL F PE 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY C 2 N 538 TO ENTIRE SYSTEM. 5�n•- drawing no. W13-01 sheet g of 111 . . ... . . . ... .. .. • . . .. .. . . . . . . . . . . . 4v U O M1 • • • • • • • • • •• 0� i ••• • • ••• ••• • 4 Q o ••• i i ••• i•• i•• ••• OGCf °n • • • • • • • • . GIL •• • • • • • ••• •• 04111 3/16'TEMPERED GLASS 3/8"AIR SPACE LL 8�1 Ell z1 3 16"HEAT STREN D GLASS ED GLASS o' 3/16"ANN.GLASS / 3/16'ANNEAL Q Z�� .075"Soflex CP With PET Core 075"Soflex CP With PET Cora 075"Sollex CP With PLT Core 41 By'Eastman Chemical Co.' By'Eastman Chemical Co.' By'Eastman Chemical CO.' O .090'Soflex Clear And Color Glass .090"Saflex Clear And Color Glass .090"Saflax Clear And Color Glass a By'Eastman Chemical Co.' By'Eastman Chemical Co: By 'Eastman Chemical Co.' o INTERLAYERS INTERLAYERS INTERLAYERS .090'Kuroray SerdryGlas .090'Kuraroy SentryGlas 090"Kuroroy SentryGlos J n By 'Kuraroy Americo, Inc.' By'Kuroray America, Inc.' By'Kuroray America, Inc.' 2 .090"Kuroroy Bulacite PVB 090'Kuraroy Butocite PV8 090"Kuroray Butoclta PVB x x „ By 'Kuroray America, Inc.' By'Kuroray Americo,Inc.' By Kuroray Americo, Inc.' acs O 3/18'ANN. GLASS 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'0 GLASS SILICONE O H SILIDOW CORNING 995 CONE SILICONE f/1 DOW CORNING 995 DOW CORNING 995 r. DUCf ll`V�� N o IXIW CORNING 899 DOW DOW CORNING 899 eer.PMq f1sA► N N� n GE-1200 GE-1CORNING 899 200 GE-1200 r.111e8 Cedr $ 3 N r!1 i z z Aetq/eete Ne - y '01 O M a �sNw Ale D 3 J 14 0 ' XL EDGE SPACER Q S —OR �\ \ / \ .STEEL BY'CARDMWL' iu \ t \ / \ / DURASEIL BY'WANE%' OR 3 SUPER SPACER BY'WANE%' E 28 AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS o: —a� 7 16" LAM. GLASS - 7/16" LAM. GLASS / SUL. LAM. GLASS / 1" OVERALL 1NA. GLAZING OPTIONS m m oh. n ^a$S$$ Engri JAVAO ANMAD o CML 1 FU.P 70592 0 CA 538 , 1 5 2D15 drawing no. W13-01 sheet 5 of 11 . . ... . . . ... .. .. . . . .. .. . WOOD BUCK 1BY WOOD BUCK OR EDGE DIST. TYPICAL ANCHORS EDGE DIST.. SEE TE SHEET 1STRUCTURE METAL p-- SEE ELEVATIONS OTE SHE 1 STRUCTURE I FOR SPACING 'CONCR*5 ,ED4GEQ • EDGE•DIST. "jCONCRA • • • • • • • Qff) 6 �o21 FF •\ • • ••TYPICAL•ANCHORS112 IOKS J •• • SE FOR•PAC NG Q 6 Q I I 1 I TYPICAL ANCHORS RS• • • • FOR SPACINSEE G • • • 900 •• Q I` I Imo- I I FOR SPACING ----- --- �. l9 6 I i i j�MWAI-DADE COUNTY APPROVED ij Z I CUPPED MUlUON I f 1 SEE SEPARATE NOA I J s I F BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWSSUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �_________ ___RANSFER THEM TO THE BUILDING STRUCTURE. N ze TYPICAL ANCHORS: SEE ELEV. FOR SPACING J n TYPE 'A'- 1/4" DIA ACON BY 'ELCO' (F-177 KSI.Fy=155 KSI) MIN LENGTH = 2-3/4" TYPICAL ANCHORS o i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Fon SPACING ELETICINS O w 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 0 I THRU 1BY BUCKS INTO CONC. OR MASONRY �N o p 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) v1 n w N ro 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W O WD3 TYPE 'B'- ,1/4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 K51) � Z z 4 W MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR MASONRY o 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) C)�� 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) PWOUCFREV196D TYPE 'C'- 1/4' DLAL TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) .0'f°K�Ib` �' zs INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Aa.yr•tC.� a oy INTO METAL STRUCTURES (HEAD/SILL/JAMBS) tll STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) '•. �� c ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) fF•dutCr••I T� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -6 B II I qn3 I i i TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. O i �®t� INTO WOOD STRUCTURE = 1" MIN. Poll � •��3 ri B Io_ I INTO METAL STRUCTURE = 3/4" MIN. g a o r o 21 T2 I I I WOOD AT HEAD OR JAMBS SO - 0.55 MIN. 2J ' 1J CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. h C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 1 1 Engr.JAVAD AHMAD ANCHORS MAY BE HEX OR FLAT HEAD. CIVIL FL.PE 70592 8 SEALANTS: a £ TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 5 201, EDGE DIST. SEE ELEVATIONS GE SCS2000 SILICONE SEALANT. drawing no. FOR SPACING COOR DETAILS an•et 6 or 11 .. .. . . . .. .. . . . . . . . . . . . 3/8" MAX• `. 3/8-MAX. • • • • 3 O SHIM •• • • • • •• •• ••• Z SHIM O 18Y W000 vIJC• • • • • • • •• 2 .SEE VOTE WEFT#1 • • • • f o. ••• • • ••• ••• ••• 0. (^ a - ACTIVE LEAP yG�� 061 V TYPICAL ANCHORS 21 SEE ELEV. Q:O TYPICAL ANCHORS -• FOR•SI�' • • •• ••• •• Q �e SEE�k • _• • • • • • • • Q �. FOR o • ••• • • • • •• •• a Pl • • • • • • • • •0 0 0 006 so 0Qo <w� 23 27 15 PRODUCE REVISED y Z awn 7 7 18 M MPIIbt wMY MI FloAb 25 D.L. OPG. A,IP9 METAL 5e ss EXTERIOR)PG..- A, � STRUCTURE LEAF WIDTH 3 POINT LOCK WITH DEAD BOLT SEE SHEET 9 �I►Jlr P CMInI \ n DOOR FRAME WIDTH m a 5� n 25 0' �Ci pw 3/11'MAX. ' LL FHl �=N O 3/8"MAX. . 3 POINT LOCK N',0, w WOOo BUCKSHIM E WITH DEAD Bar SEE SHEET 9 DSTRUCTURECONCRETE. 2 FLUSH BOLT NOTE SHEET 1 J+ 3 ZZ� MASONRY. ACTIVE LEAP INACTIVE LEAP o -n o 24 16 I:S O Q J TYPICAL ANCHORS 22 19 U f v- SEE ELEV..' FOR SPACINf; Id O 0 1 w TYPICAL ANCHORS s B S 7SEE ELEV. > 7 D.L. OPG. 7 7 FOR SPACING ° $z& 19 D.L.OPG. EXTERIOR LEAF WIDTH LEAF WIDTH c•S„^: DOOR FRAME WIDTH H g S M Ener.JAVAD AHW 1 •r CIVIL Y m FIA.PE P 70592 o n CAN 3538 a }' 3 � u drowing no. 052015 W13-01 DOOR DETAILS sheet 7 of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . v V TYPICAL ANCHORS AR� o SEE ELEVATIONS �Y M 101 FOR SPACING • ••• • • •• • • •.• Z 3 .:EDGE T.� e •• • •• • • J e CONCROt. ;.CONCRETE.'. • • • • • • • • • •• Qx z • • • • • • . F2 A j • • • • • • • • • g fl a •.• • • ••• •.• • o � U 2 mN •• • • • •• ••• •• O t h ` O OL-C ,3 •• • • • • • ••• •• 04��� �=af_o joppy�y11 Q W eif F L� H 1. 1I 26 3/8"MAX.', MATING JAM H J J n O O B FASTENERS CONICRETf 17 S 2 I6 SEE DOORFOR AMB JAMB SPACING ON SHEETS 1 & 2 O b R OR ' MASONRY I O 4 0 y �$ a — — 0 .' . D3 EXTERIOR o 4 26 D.L. OPG. LEAF WIDTH SIDELITE WIDTH DOOR FRAME WIDTH C 26 37"MAX. SINGLE(X) 72'MAX. DOUBLE(XX) $n FRAME WIDTH 2 o u 6 TYPICAL ANCHORS n 4"LONG AODUCf REV6ED a g SEE ELEV. APPLY SEALANT FOR SPACING BEFORE MATING � �� EMrW 3 n+n n Aagwee lV./ 0/ •DY a BykNy 4,t o . - 2;9nq gS 3 NOTE: LIMB SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" Mir L"` 5 0< 8 m u o iwr cowl ,2 © 13 Engr:JAVAD ANMAD o •� i = CNN. I eo y FLA.PE. 38 92 o n I _a CONCRETE,: o' v. �.4..... •. 5 drawing no. n EDGE DIST. TYPICAL ANCHORS W13-01 SEE ELEVATIONS SIDELITE DETAILS FOR SPACING sheet $of 11 • • • • • • • • • • • • • • • • • • V U_ �tO BILL OF MATERIALS EXTRUSIONS MISCELLANEOUS •• • •• •• z °° 3 • F J IT 1 PART Nn DESCRIPTION MATERIAL NARDF. REMARKS VCMDKPARTT N6 • • ! DEIMPIION • NA NAME. REMARKS1 a1-189 FRIAE HEAD AM SILL 6063-T6 CW EXTRUDER 1 • • • F • NIESRRY EWIV2 CGI-190 PRINTF JAMI 6063-T6 al EXTRNER 84 .350 TOW GASKET M3 al-1% SIDELITE HEAD AND SILL 6063-T6 CW EXTRUDER 332NG .187 x.320 WEATHERSTRIP PRE V/CENTER FN VSEL ULTRAFAD M E•IV4 aI-197 FREE STANDING SIKLITE JANB 6063-T6 a1 EXTRUDER 3321NG 387 X 500 WA PRE V'S11PPINGVIXL V/FN ULTRAFAD OP CDJI5 CW-198 MATING SIDEL17E AVID 6063-T6 CGI EXTRUDER 108-1 NINA(4 x 4' • •• ••• (NiRDONIR al-CUSTOM ! O6 v6 aI-193 PANEL lOP MD BOTTO(RAL 6063-T6 aI[KTRUBER -U332D NNFi f1 1R'%17•.• • • R �r 87 p�j 7 CW-194 PANEL VERTICAL STILE 6063.76 CGI EXTRUDER 251 RI AB801-1Ei3 NRW(4 1/2' 4•• • • • •• • NW fI� ■ NS O y 9 CGI-199 SHUR KM 6063-T6 CGl EXTRUDER 26 M4 CGF3W DA2D(4 011D RLD• • L�HYI CGI-DISTOI RN 12-. a1-191 FRNC HEAD AND SILL CREW COVER 6063-T5 CW EXTRUDER 27 M7 3/8'-16 FULLY THREAIEO RID-SECURED WITH 3/8'HEX MIT ZINC PLATED C a 13 CGI-192 FRAHE READ AND SLL SLANTED SCREV CaVER 6063-T5 CW EXTRUDER 28 - SETTING KOC((2 PER LITE) EPDM REUIE7[R OOlS SIM A LL i 41 M x1-121 7/16'(I-ASS GLAZING DEAD 6063-15 CGI EXTRUDER - C� 14A CGI-123 I'[LASS GLAZING DEAD 6063.15 C l EXTRUDER Q W, 9 Li 15 CW-2Po STEM KOOK PLATE 6063-76 at EXTRUDER NOTE- [TFM NUMBERS 8 10 & 11 ARE NOT USED o 16 a1-195 ASTRAGAL 6063-T5 CGI EXTRUDER ^. 17 CW-5A8 SCREV COVER 6063-75 al EXTRUDER y i 1 LOCKING HARDWARE PMT N. KSCRIPfIM MATERIAL NMUT, REMARKS N al-45ML 3 POINT LOCK ASSENDLY(ACTIVE LEAr) CW-CUSTOM USED OY ALL OP110NS KF o v Q LLj al-I201 FLUSHOOLT ASSENDLY(INACTIVE LEAF) CGIiASIDI4— r DPTIN 1 5455 PASS ACTIVE LEVER(ACTIVE LEAF) MIDVW �- 5455 TO DUNY LEVER(INACTIVE LEAF) BALDVN i 8231 DEADBKT(ACTIVE LEAF) BALWN NOPTION 2 JD60 ]EADB0.T(ACTIVE LEAF) N N' nrpt605ACTIVE LEVER(ACTIVE LEAF) 3 jig TOR605 ➢TINY LEVER aNACTIVE LEAF) DEXTER BY SQL OPTIORL Z Z n OPTION 3 DBZ410 DFADDOLT(ACTIVE LEAF) COPPER CREEK ►RODUCFREVISRD 3 O=9i IL2220ACTIVE LEVER(ACTIVE LEAF) COPPER CRIK .=MLA NM Fbr1A sm" RIMY LEVER(INACTIVE LEAF) ('OFFER CREED( OPINRNL AeDNP6A•te No - R►/r.1�.4n 0 M►sl CvT� � z G SCREWS ITEM 1 PART Na DESCRIPTIO( REMARKS a I8 1 N X 3/4'NEX HEAD TEKS-IILLIOM ATTACHMENT k S N 1 6 X VY PAN HEAD SMS-ASTRAGAL ATTACMENT 12'FROM ENDS rc K 20 D 10 X 1 1/4•PH SRS-ASSExKY 3 PER CMN[R o=r N 0 o g Py X . saga a< n Engr:JAVAD ADAAD CML n CPE AK 7538 92 o S i U 015 drawing no. W13-01 sheet 9 of 11 • ��Iu s i i s ' i i i ' • •• Ok Q - • • F fu I . . Amnay It 9 gL' 0 Lkkp A.Y. Li d.q.Any, • • • • • i•• i" •.• p 7 n • ..• • • • • •• • v o Rod Rod f L' lily— Q��g Bdt r O Honig /10 x 3/4'PH SRS a n FkW"t J N v O LD Lit OLw Cannedion ° � N Cameclwn WMd MTtd -•-` '� ��N o Keyed - d to Ln in Oco•dt ASW. JB x 1/2'PH RS N CyM-/oeedbd I - - C*aw t $ 3 M n Asay , T.Jpixa ° i ►RODUCf NEVISED r a Flybj wMb t4 Me& u 6 3 0 0 bowl' oil we�lva Keyed Leyirr Dett () g T°°WK. Fdedibdl W 1SIn••. O Ac". NNW pA e Ct Whed pipe ° •i°d CIO' ° TOP SECTION SHOWN (BOTTOM SIMILAR) `o V. B Flushbolts(Inactive Panel) 0 Top&Bottom I E g,:JAVAD AHRAD CML 3 FLA. CA .PE N.t53 2 d �' G 0 5 dW1t3-01 CGI CUSTOM 3-POINT LOCK sheet 9.101 11 . . . . . . . . . . . . . . •.. t� U 1.788- r .788 � O 3.825 - .125 .062 1.625 i. .•• ii• •. •• .•i .750 • • • . • • • . • •• Zt ll- 1.590 .080 • i • • • • • • f al .100 • • • • • • • • • 4 I G 1 1.567 4.495 •i• • • 0% ••. . P.p goo 5.500 L� U IL t2 FRAME COVER Qm O DOOR FRAME HEAD/SILL • i i •4. :00 iia o 0. � h 1.587 •• ••• • • •.• •• •. op�m 3.825 • • • • • • • • • O0.aC •• • • • • • •.i i. a 1.410 1.625 062 - {L 2 o- 1.625 L O TOP & BOTTOM RAIL J 5'500 Oi N 13 SILL COVER .060 6.438 .075 m h V N .465 1.828 1.440 oF c� O 4j � .075 1'063 4.495 =NO 1.755 O HINGE & LOCK STILE $ o N n SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER Z Z'` 3 0 o U� .326 0 .135 El .185 �nOUC�11EVISEp .805 -070 .245 .625 M w'NY Ib pb ft -� e. n. j'vy f�1.622 •115 / 4t�� u o 0 1.060 Y� lid c O IS L�' o m w B YI+aJ 1►aY W Cyr 16 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 { 3.005 1.061 `- 1-675 1.125 2.000-I .999 .050 „o Ell mll 4 E <d .120 1.L62 0901 .250-1- 250 <m u o 500 1.184 .080 9 .080 14 h 4.000 4'� .075 ��120 4•� GLASS STOP (LAM. GLASS) Engr.4AVAO AHMAO ' 3 CFAL EA soo 125 .070�{I 505 -It--.120 F1 CA. 70692 S y .120 2.388 L-I� 1.465 1.465 R ,1 .420 F �_ .995 .050 A 25-c S t.225 Allo A 201l� drOwing no. 1 W13-01 O O O 1 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 100111 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • . • . • • . r, 20 20 li V U Q AS MBLY NERS N BE INSTALLED ASSEMBLY FASTENERS TO BE INSTALLED ••/ . • ••• •. P�It TO� C MATING JAMBS PRIOR TO JOINING MATING JAMBS 4 • • • • • • • • •• / O q zd • • • • • • • • • `dy. �q J�* IL .• • • ••• .•• . aY_1 K//� o �i 1 3 1 / mil / •• • • •• •• .�i Op r 1 /' I • • • • • • 1 v / i /- ® • moi• • • • •• • j ao / i / i i i i • ••• i • / i 0000 00 0 ; LLzu3so J a I((pq�ga3 Jy W / I 1 1 1 1 1 j 1 HOLE CAP ACCESS HOLE � 2 I i n MATING JAMB 1 5 1 O W FASTENERS j 5 SEE SHEET B I o N FOR DETAIL 2 1 wEE h 3N� I 7 ri Z 3 Z Z Z I, s_IDELITE JAMB CORNER SIDFI ITE MATING JAMB CORNER 3C) .1 DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM V o t5 rg fl,O 9 Ijt�gi�I Arco L yj n V YI n 0• i O 27oso Engr:JAVAO INM CMLqEj 70 2 li�a, d CAM.3 rownin g c no. W13-01 LEAF TOP & BOTTOM CORNER sheet ��of�� r MM l®D�1DE MIAMI-DADE COUNTY We PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mfamldade.gov/economy Clopay Building Products Company 8585 Duke Boulevard Mason,01145040 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: 2"Steel Pan W6 DP38 Sectional Garage Door up to 16'-2"Wide R'/Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 104753,titled"2"Steel Pan Doors",sheets 1 through 3 of 3, dated 11/20/2012,with revision 01 dated 2/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton, 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:A permanent label with the manufacturer's name or logo,manufacttn�i�g aldress,rod,e 1 , number,the positive and negative design pressure rating, indicate impact rated if V];gljggble,itAWWlbn .... • instruction drawing reference number, approval number(NOA),the applicable test Ulladards,and the . statement reading`Miami-Dade County Product Control Approved' is to be located of the door6side track*" bottom angle,or inner surface of a panel. 0 .... .... ..... RENEWAL of this NOA shall be considered after a renewal application has been filed and VdC has b(t.IiM ►ange Rf•••• the applicable building code negatively affecting the performance of this product. 00 TERMINATION of this NOA will occur after the expiration date or if there has been a revisan:or change m the •. materials,use,and/or manufacture of the product or process.Misuse of this NCA as an endorsement of uny:rnoduct,for••• sales,advertising or any other purposes shall automatically terminate this NOA.Failure 4 cornply with any section of:.... this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1204.11 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 15-0225.09 MIAMI•DADECOUN7Y Expiration Date: February 14,2018 Approval Date: May 7,2015 Page 1 r t Clouav Buildine Products Comnanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104753,titled"2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012,with revision 01 dated 2/2015,prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NOA #12-1204.11" 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 4)Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of 18'2"x 8',27ga steel garage door Model 4300W8 with windows,prepared by American Test Lab, Inc.,Test Report No. ATLNC 1015.01-12, dated 11/13/2012, signed and sealed by David W. Johnson,P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology,Test Report No. 30160-04-63365,dated 01/26/2005, signed by John D. Lee,P.E. C. CALCULATIONS "Submitted under NOA #12-1204.11" 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 11/19/2012, signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE ;• �;• 1. Miami-Dade Department of Regulatory and Economic Reso�SrceslRER)' "" .. .... 00 E. MATERIAL CERTIFICATIONS •• ****so •• 1. Notice of Acceptance No. 13-0717.01 issued to SABIC InngyWve Plas4iw.for th(gl e . Lexan Polycarbonate Sheet Products,' approved on N2941013, 'expiring on..• 07/17/2018. • ...... . . ..... F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the th edition( -*U FBC • issued by Clopay Building Products Company;dated 02/18/2W,signed and sealed by Scott Hamilton,P.E. •• • 2. Statement letters of code conformance to 2010 FBC and no financial interest, issued by Clopay Building Products Company,dated 11/21/2012,signed and sealed by Scott Hamilton,P.E. "Submitted tinder NOA #12-1204.11" Carlos M.Utrers,P.E. Product Control Examiner NOA No 15-0225.09 Expiration Date: February 14,2018 Approval Date; May 7,2015 E-1 4 3 2 MODELS 24 GA SHORT 24 GA FLUSH SHEET- REVISIONS CLOPAY 84A, 94 98 1 O�3REV. 0. ZONE: DATE: ECN N0. APPVD: DESCRIPTIONHOLMES 48. 48D -- ONE INTERMEDIATE STILE BETWEEN EACH - 2/2015 - SH I ADDED CODE COMPLIANCE STATEMENT. EMBOSS LOCATION. ATTACHED W/ IMPACT—RESISTANT CONSTRUCTION: IDEAL 4RST 4F TOG-L-LOC (TOP & BTM) AND URETHANE ADHESIVE (ALONG CENTER). SOLID DOORS (NGLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL ROW OF IMPACT-RESISTANT GLAZING. IMPACT-RESISTANTT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND D D MAX. GLAZING SIZE IS 18-1/2" x 11 GLAZING IS GE LEXAN SL%24327. AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH A GLAZING IS INJECTION MOLDED GE LEXAN IBC/FBC 2606. SLX2432T, AN APPROVED CC2 PLASTIC IN THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE [INTO RDANCE WITH IBC/FBG 2606. WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNA710MAL BUILDING SECTION B-B FOR ASSEMBLY DETAILS. CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. ING SHOWN IN INTERMEDIATE SECTION.) GLAZING SHOWN IN TOP SECTION. IEW "B" (SEE SHEET TWO). N ' S Z=C IEW "C" (SEE SHEET TWO). 7m 0 16 GA. END STILES ATTACHED TO Z! 00 DOOR SKIN WITH PATENTED G` tri o TOG-L-LOC SYSTEM (TOP, BOTTOM & C x x I CENTER). ATTACHED TO TOP AND << BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. TWO POINT LOCKING TRACK. L--•-•-►A OPTIONAL OUTSIDE KEYED LOCK POSITION. (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. MAX. DOOR WIDTH = 16'-2" (1) 3-IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. SNAP LATCH ENGAGES OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END OF WEND P ATCH ON STILE. DOOR HEIGHT SECTIONS SLIDE BOLT LOCK UP TO T0' 4 - END ENGAGES INTO B B 7'3' TO 8'9' S VERTICAL TRACK. OUTSIDE 9'0' TO 10'6' 6 SECTION B-8 (IMPACT-RESISTANT GLAZING OPTION) STILE. ONE LOCK ONHANDLE. EACH SIDE OF LOCK BAR 10'9' TO 12'3' 7 ��DETAIL'D' OUTSIDE ENGAGES IN l2'6' TO 14'0' 8 DOOR. KEYED TRACK ON 14'3' TO 15'9• 9HANDLE. EACH SIDE OF DOOR. 16'0' 10E MAX SECTION HEIGHT, 21' DETA INSIDE SLIDE BOLT OUTSIDE KEYED LOCK WITH �>/' LOCK OPTION. OUTSIDE KEYED LOCK WITH OPTIONAL DECORATIVE / 2.25 MULTIPURPOSE HIGH BOND TAPE SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. SNAP-IN INSERT. (BETWEEN FRAME AND FACADE). 41O•�'( I-IqI(.)/��Z�ZDECORATIVE FRONT FACADE. G:'CEN•• 0 ,oe1 :� �" �'` SF••"• 0�� THIS PRODUCT CONFORMS TO THE 3 leaPR4xKJCC�ViSBT' REQUIREMENTS OF THE 2010 FBC *.• NO 8 - ,k 4 •• ).. � •• RUCTURAL SILICONE SEALANT '(BETWEEN STEEL SKIN AND FRAME). IMAmrC1b AND THE FIFTH EDITION FT3C. Ib PART NO.: N/A A • •\• • • • • Aad DESIGN LOADS: +38.0 P.S.F. & -42. P.S.F. IMPACT STA • T • • • Unless Stat.d Otlelw- n'O�a 8585 Duke Boulevard VINDLOAD RATING j2[$ " •• ' •• u Tel.MD 513-77-DSA W 6 D P 3 8 ONE-PIECE INJE art POLYSTYNE RET�NER FASTENED 70 FRAME vAT11 aP - TOLERANCES are y ice••"•.� gyp''\_�� MOLDED GE LEXAN F.,No.513-770-4800 SL 2432T FRONT (10) �8 x 3/4•PAN HEAD MACHINE SCREWS. lMduq CanlfM ,O 7.031 BuJdi dig ProdKls amlwlry FOM No.51J-770-4853 FRAME&GLAZING. .00 3.015 DESCRIPTION: 2"STEEL PAN DOORS (SEE TABLE FOR MODELS) .000 = 7.005 • ••• *00 • • 000 .0000 = 3.001 DRAWN BY: SH DATE: 11/19/ITSCALE: -TS DWG.R DESIGN ENGINEER: • • • • • • • • • Degrees = 71/2' CHECKED BY: SH DATE: 11/20/7 SHEET 1 OF 3 SIZE 1J • • • • • • • • Uakss Stored Oth—iu SCOTT HAMILTON, P.E. 0• • 0 • • • • • • • DIMENSIONS ARE w INCHES. DWG. NO.: 104753 VER: MD FLORIDA LICENSE No. 63286 - • . . . . . . . . . . . .. .. . . . .. .. 4 3 2 1 MODELS 24 GA SHORT 24 GA FLUSH REVISIONS CLOPAY 84A, 94 98 2 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION O1 - - - SH SEE REVISION HISTORY ON SHEET 1. HOLMES 48, 48B -- IDEAL 4RST 4F D --I I—2"THICK D HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) NOTES: 24 GA. (0.022" MIN. THICK, BR K GA. GAL/. STEEL TOP ROLLER BRACKETS TACHE" x 5-3/8'4. EACH 1. ALL THE LOAD FROM THE D0012 IS TRANSFERRED 70 THE TRACK AND THEN FROM THE TRACK 70 33.4 KSI MIN. YIELD) DDS l THE 2.6 VERTICAL SYP(GRADE p2 OR BETTER)JAMBS. NO LOAD FROM THE DOOR IS STEEL EXTERIOR SKIN WITH l BRACKET ATTACHED W/(4) //14x5/8" SHEET TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. G-40 GALVANIZING, BAKED-ON / METAL SCREWS. ADJUSTABLE SLIDE ATTACHED 2. EACH VERTICAL JAMB SEES A MAXIMUM DES"LOAD OF +304 LB& -336 LB. PER LINEAR PRIMER AND ABAKED-ON TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS FOOT OF JAMB. POLYESTER PAINTED TOP COAT AND NUTS PER BRACKET. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A - FASTENER FLUSH MOUNTING SURFACE. APPLIED TO BOTH SIDES OF TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE STEEL SKIN. LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN(3)2.6 PRESSURE MAX.0 C. TREATED SYP(GRADE/2 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING(Fb) FOR DOORS UP TO 8'0"HIGH OR(4) 2x6 PRESSURE TREATED SYP(GRADE 02 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN SHIP LAP C 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING(Fb)FOR DOORS UP TO 16'0"HIGH. STUD JOINTS 14 GA. MIN, GALV. ROLLER HINGE. EACH C WALLS TO BE CONTINUOUS FROM FOGTING TO TIE BEAMS. p`��----�HINGE FASTENED TO END STILES W/(4) 2x6 VERTICAL JAMB BLOCK WALL OR CONCRETE #14x5/8" SHEET METAL AND (2) 2z6 SYP (GRADE 12 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK 1/4"x3/4" SELF TAPPING SCREWS. SEE WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND 1--4 VIEW "B". REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.ALL BARS r SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. I '., BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT • OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 4-1/4 L ONE 4" T-STRUT PER SECTION. (SEE VIEW 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW D") EACH T-STRUT ATTACHED AT EACH (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4" TALL TAPER STRUT. _---HINGE LOCATION WITH (2) 1/4"x3/4" SELF MAXIMUM 0.057" MIN. GALV. STEEL, TAPPING SCREWS. ON-CENTER 50 KSI. MIN. DISTANCE STEEL TWEEN WASHERS BUILDING TYPE FASTENER TYPE FFAASTENERS*REQUIRE[)? K WA 1 4"x 1-i 4"MIN. EMBED T N BETE-ANCHOR 7-1 2" 1"O.D. 3000 P51 MIN.CONCRETE 1 4-z I"MIN. EMBED TAPCON CONCRETE ANCHOR a-I 4 1'O.D. B 3 8"X 1-3 4"MIN. EMBED WEJ-IT ANKR 717E SLEEVE ANCHOR = I B .111E MIN, EMBED WFJ-IT A INCLUDED kALUMINUM - " EW - IN O ST UCTURE 17-3 ,FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAYDOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"",EXCLUDING STUCCO THICKNESS. ATTACHED WITH (2) 14x5/8" SHEET METAL SCREWS. EXTRUSION &VINYL WEATHERSTRIP. LL77TT T7/TJA #14x5/8" SHEET METAL SCREWS SECTION A-A (SIDE VIEW 0 *•l• No 63 •.*^ iwpDllCE aGVWlIi• ••• • • • • - wnyyl�.wr.arbor • • • • • • s o 0 IMdly Ooa •Q • •• • • • • • 1/4"x3/4' SELF • Cc FS�B • • • • • ••• •• TAPPING SCREWS. PART NO.: N/A A '11'.• STAT O �/� -, DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. A •• •• • • 1•GAI TND HINGES 18 GA. (MIN.) INTERMEDIATE HINGE Unless Slotw OLhemi- —Cho a 8585 Duke Boulevard VINDLOAD RATING VIEW 'B VIEW "C TOLERANCES— _Glopay Mosm,OR 45wo USA /C D P 3 8 TN.No.SIS45040 800 W C7 IJ FS•••ORI,• ple" .0 - 3.031 BuiNm4 Product CompnnT Fo,Nn 513-770-4853 ��YpS��NA�T�N ,, .000 = :k.015 DESCRIPTION: 2"STEEL PAN DOORS (SEE TABLE FOR MODELS) • 000 ••• • • ••• . 000 = 3.001 DRAWN BY: SH DATE: 11/19/1 SCALE: NTS DWG.D DESIGN ENGINEER • • • • • • • • • Degrees = +1/2• CHECKED BY: SH DATE: 11/20/1 SHEET 2 OF 3 SIZE ll SCOTT HAMILTON, P.E. ••• 0 • • unlessSIOSlolea omer.lse FLORIDA LICENSE No. 63286 DIMENNS ARE IN INCHES.DWG. NO.: 104753 VER: MD 4 2 1 . .. .. . . . •. .. ... . . . ... . • 4 3412 11 MODELS 24 GA SHORT 24 GA FLUSH SHEET REVISIONS CLOPAY 84A, 94 98 3 OF 3 REV. NO, ZONE: DATE: ECN NO. APPVD: DESCRIPTION HOLMES 48, 48B 01 — — — SH SEE REVISION HISTORY ON SHEET 1, -- IDEAL 4RST 4F D 2" TRACK CONFIGURATION NOTE:TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK DOORS UP TO 800 LBS. DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR D WIND LOAD RATING OF THIS DOOR. INSTALLER (TO SUR). r63" R COUNTERBALANCE SYSTEM JAMB CONFIGURATION DOORS UP TO 800 LBS HEIGHT "L"CA GALV. STEEL FLAG BRACKET ATTACHED TO _ 1"DOOR OVERLAP(EACH SIDE) �`" BY DOOR IN57ALLER(TO SUIT). B WITH(3)5/16-X 1-5/8"LAG SCREWS T-O" TO TRACK WITH (2) 1/4"RNETS. 7_ - 2x6 SYP WOOD JAMB.SEE 16 CA.GALV.STEEL END STILE. 8'-0" - "JAMB PREPARATION NOTE". . . STEEL DOUBLE END STILE.:SPACING NTE 14-O.C. 8'-6" 4'• GA. MIN. GALV. STEEL INTERN.STILE. 9'-0"100" 18 CA GAEV. STEEL INTER. 9'-6"106" 2-1/2'% 12 CA GALV, STEEL / HINGE FASTENED TO CENTER TRACK BRACKETS FASTENED TO2"GALV.STEEL TRACK, 10-012WOOD JAMBS WRH 5/6'% 1-5/8" STILE W/(4)EACH#14x5/8" TRACK THICKNESS:0.083". 10'-6 SHEET METAL SCREWS. I1'-0" LAG SCREWS NOT TO EXCEED 14"ON-CENTER. MIN.OF(9)LAG `7/16"LD. ROUND 11--6-1 SCREWS REQUIRED PER JAMB. PUSH NUT u .L- 12'-0"136" FASTENER. _ _ 12--15"1 2"CALV. STEEL TRACK FASTENED TO NP.2-1/2"X 12 GA CALV. -- 12 GA CALV STEEL TRACK BRACKETS 14 GA.GALV.STEEL ROLLER HINGES FASTENED TO ENO STILES W/(4)EACH #14x5/8" C i STEEL TRACK BRACKETS, 13'-6" MTN EITHER(2) 1/a'DIA. RIVETS OR SHEET METAL SCREWS AND(2) 1/4-SELF TAPPING SCREWS PER END HINGE. C 2 _ ATTACHED TO JAMB WITH (1) 14'-0"160' (1) 1/4"X 5/8"BOLT&NUT PER 24 5/16"X 1-5/8"LAG SCREW PER 14'-6" 6" TRACK BRACKET. 2"DLA. 7-1/2"LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. TRACK BRACKET. 15'-0" 6' 7 10' SECTION C-C LHR BRACKET(2-1/2"x 5-3/4`x 12GA) PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH(2) 1/4-x 3/4"SELF TAPPING SCREWS, NOTE THAT LMR BRACKETS ARE ALSO USED WITH"DOUBLE END STILE'AS SHOWN IN 3"TRACK CONFIGURATION NOTE:TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET 1. DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR. DOORS 800 LBS AND OVER. LOW HEADROOM OPTION CENTER HANG REQUIRED FOR (AVAIL. FOR BOTH 2"AND 3"TRACK) DOORS OVER e'HIGH. :•i DOUBLE HORIZONTAL ;.j .. I'DOOR OVERLAP(EACH SIDE) TRACK. Q raoylriy vM T•FIa11d 2.6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). p IIIiIIw 0e6 3-CALV.TAPERED STEEL TRACK AND ANGLE.TRACK "JAMB PREPARATION NOTE'. - - 16 GA.CALV.STEEL ENO STILE. U Aaal�e.Nn •P THICKNESS: 0.101".ANGLE THICKNESS: 0.080'. HOR120NTAL TRACK 18 GA CALV. STEEL DOUBLE END STILE. RACK P.>g4nlo� MIN.ANGLE DIMENSIONS 3-1/4"x 2-7/8". SUPPORT BY DOOR 20 GA. MIN.CALV. STEEL INTERM.STILE, VERTICAL/HORIZONTAL TRACK 14"MAXIMUM SPACING INSTALLER(TO SUIT). 18 GA.GALV. STEEL INTER. By JUNCTION.TWO I/4`BOLTS FROM LAST MOUNTING 3-t/4'z 2-7/8"MIN. z 0.080"TAPERED HINGE FASTENED TO CENTER PLEt#�Se4 Z &NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE SEE LAC BOLT MOUNTING BELOW. STILE W/(4)EACH#1.x5/8" 7/16' NO SHEET METAL SCREWS. i PUSH NUT ¢ ADDITIONAL MOUNTING SLOTS FASTENER. S SPACED AT 12"CENTERS. 14 CA GALV. STEEL ROLLER HINGES FASTENED TO END 0.101'THICK 3`GALV. STEEL TRACH FASTENED TO TAPERED ANGLE. TACHED TO ♦♦,,,��.`GENII•'/ATO���, 4 12'ON CENTER TAPERED ANGLE NUWITH A�EATCH MOUNTING N.SLO& EWS SANDE(2) 1/4"SELF ITAPPSNG"SCREWS PER END SHEET METAL HINGE. ♦� �:'VI SF"':2 6"�:l 3" DIA.8-1/2-LONG STEM BALL BEARING STEEL ROLLER. 0 fi * i •• 000 • • • • • •• SECTION C-G ONE.A"MACI•BON ADD NUT R EACH• �+ 34' MOUNTINGNLOT OWTIW. • • • • PREPARATION Of JAMBS BY OTHERS. o 0 •• • • • • ••• • PART NO.: N/A STATE OF W� • DOOR i • • • • DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. A ����. Zl/ 22" •• F�IAVTP TRACK lENGTM • • •• UM-.Stoted 01N-i- _CHo a 8585 Duke Bookw d VINDLOAD RATING P: USA 7'-0` 7 TOLERANCES o.� (1 y Tel.No 513-7704500 WD W 6 D P 3 8 ♦ Tel.No. -4800 �I0L�s' 0 R 1�.'U,�,♦♦ 8-0: 84' .0= 3.031 Bddn9 Rodurls cw"ny To,No.53-T/D-4853 6' ONE 5/16`x 1-5/8-LAG SCREW SPACED A7 THE SAME .00 = 1.015 DESCRIPTION: 2" STEEL PAN DOORS (SEE TABLE FOR MODELS) 1277 j%00�` 10` 10'-0 108 DISTANCES AS THE TRACK DOLTS(I.E. 3-1/2", 10`. 22-,34", .000 = 1.005 DESIGN ENGINEER: 3P%� • 14—o is6 • •• ••• • • 46-, ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16",28",& .0000= t.001 DRAWN BY: SH DATE: 11/19/1 SCALE: NTS DWG.R 16—0 Lao 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees= 31/2' CHECKED BY: SH DATE: 11/20/1 SHEET 3 OF 3 SIZE lJ SCOTT HAMILTON, P.E. • • • • • • VERTICAL/HORIZONTAL TRACK JUNCTION. Unkss Sloted Om<rr;se FLORIDA LICENSE No. 63286 DNENSIONS ME IN INCHES. DWG. NO.: I04753 VER: MD 4 "' ' • • 2 1 Miami Shores Village 10050 N.E.2nd Avenue NE 41, Miami Shores,FL 33138-0000 Phone: (305)795-2204 oto i"vAAll � ` Expiration: 03/2812016 Project Address Parcel Number Applicant 10526 NE 3 Court 1122310130300 WESSEL REVOCABLE FAMILY 1 Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell WESSEL REVOCABLE FAMILY TRUST 10526 NE 3 Court MIAMI SHORES FL 33138- 10526 NE 3 Court MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 15,800.00 PRESTIGE WINDOWS& DOORS (305)820-5999 Total Sq Feet: 334 Type of Work:REPLACING 13 WINDOWS 1 GARAGE DOOR Available Inspections: No of Openings: 17 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.60 Invoice# WS-10-15-57276 DBPR Fee $4.05 10/01/2015 Check#:5320 $50.00 $265.70 DCA Fee $4.05 Education Surcharge $3.20 10/01/2015 Check#:5321 $265.70 $0.00 Permit Fee $270.00 Scanning Fee $12.00 Technology Fee $12.80 Total: $315.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a d zoning. Fu more, I authorize the above-named contractor to do the work stated. } October 01, 2015 Authorized i nature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 01, 2015 1 FL# MARK SIZE(INCHES) TYPE NOA# CAM PRESSURE 1 36 X 80 S. DOOR FL.16708.1 41.6+38.2 2 74 X 63 H.R 15-0512.05 40.6+37.2 3 96 X 84 GARAGE D 15-0225.09 45.2+39.9 4 36 X 80 SMOOR FL. 16708.1 50.0+38.2 5 53 X 38 H.R 15-0512.05 51.5+39.0 co 6 37 X 38 H.R 15-0512.05 53.6+40.1 M 7 37 X 63 H.R 15-0512.05 42.4+39.0 r 8 34 X 80 S.DOOR 14-1015.04 50.5+38.2 9 111 X63 H.R 15-0512.05 45.2+35.9 sN 10 37 X 63 H.R 15-0512.05 51.5+39.0 LL 11119 X 26 FIXED 15-0413.03 43.4+40.1 (6 ,0 12 37 X 26 H.R 15-0512.05 53.6+40.1 13 37 X 50 H.R 15-0512.05 51.5+39.0 Z '� W t FAMLYROOM 14 74 X 38 H.R 15-0512.05 50.0+38.2 V z BATH 15 37 X 26 H.R 15-0512.05 43.4+40.1 CD . 12 16174 X 38 H.R 15-0512.05 50.0+38.2 •� � ISI E 13 17174 X 50 H.R 15-0512.05 48.9+37.7 C� Q •— s OCT 0 2015 BEDROOM 14 2 W4 o `gr� cd KITCHEN5 - ---- , Qs •• BATH i n (?lel_ • •� Ik Is BEDROOM DOOR z W OL AM ...-_ 4 ,7 -3- , c I I y RD C= +�