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WS-15-3116 i /Vol yds i? Miami Shores Village PIfJTt Outlrs 10050 N.E.2nd Avenue NW3 Miami Shores,FL 3313&0000 t1t$i C/> fiC Win t'I 00- ROp •— a Phone: (305)795 2204 . �ttfitltt #tla.'�F"1 ,, New Date. Expiration: 0 1 201 Project Address Parcel Number Applicant 54 NW 100 Terrace 1131010180350 Miami Shores, FL 33150- Block: Lot: VANESSA MARIE FIFFE Owner Information Address Phone Cell VANESSA MARIE FIFFE 54 NW 100 Terrace (786)417-9968 MIAMI SHORES FL 33150- , 54 NW 100 Terrace MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valua=Feet: 00 PRESTIGE WINDOWS&DOORS (305)820-5999 _. _.. Total Type of Work: Available Inspections: No of Openings:5 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee Invoke# WS-12-15-58080 $2.25 12/17/2015 Check#:5612 $ 172.90 $0.00 DCA Fee $2.25 Education Surcharge $0.80 Permit Fee $150.00 Scanning Fee $12.00 Technology Fee $3.20 Total: $172.90 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.-fbr..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 AFFIDAVIT: .1-certify that vthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zon' g. Futhermore e abe�e-named contractor to do the work stated. December 17, 2015 AuthorizedSignature:O er ,b-'Applicant / Contractor / Agent Date Building Departmen opy" --- December 17,2015 1 Miami Shores Village Building Department 6Et 16 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: SSI NLA-)_10c) City: Miami Shores County: Miami Dade Zia: 1 (Z) Folio/Parcel#: h --5101 -OAR -0-�!550 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):_ S(g,]Z�E�- Phone#: Address:514 1\O-, `cam—li?<. City: t`(l��rti, Shoes State: 1 , Zip: tSC� Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#:t � Address:.tS;S'0® NLS "I city State: 1 —Zip: Qualifier Name: Phone#: State Certification or Registration#: GiI��kn�`� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address:]Loo 15� Z Skye City: e" State:�_Zip:: Value of Work for this Permit:$ Ll.® Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:_� k�Gn® `5 c��t �jj)g tv ern ecQ Specify color of color thru tile: e Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �� 1711 V'A (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 osach posted notice, the Inspection will not b a ved and a reinspection fee will be charged. Signature Signature OWNER or AGENT r, '` CONTRA The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 day of -C*.)r 20 t5 by % day of 1--')sG .20 e5 .by who is personally known to '�-VLO.Za ,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 PUBUC: NOTARY PUBLIC: Sign: _ Sign:�� _. Print: Print: iM l'= MY COMMISSION E 45 4S Seal: w9f. EXPIRES March 11,2018 `Seal• EXPIRES March 11.2016 �� f497138E-0163 FbfidEk6mlYSenite.6om 40n.32t*151 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1P, OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:10/27/2015 Property Information Folio: 11-3101-018-0350 � :e. > Property Address: 54 NW 100 TER r � Owner VANESSA MARIE FIFFE Melling Address 54 NW 100 TER ` �'�,' ,. . ' �• "�", ��. .�r ��. MIAMI SHORES,FL 33150 ► " " Primary Zone 0800 SGL FAMILY-1701-1900 SQ ,., Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT a Beds/Baths/Half 2/1/0 Floors 1 ' Living Units 1 - w* Actual Area 1,404 Sq.Ft r �` Living Area 1,000 Sq.Ft rA a Adjusted Area 1,188 Sq.Ft Lot Size 13,500 Sq.Ft Year Built 1836 Taxable Value Information 20151 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $0 $0 $0 Land Value $219,619 $182,452 $121,635 Taxable Value 1 $245,1651 $222,8781 $202,617 Building Value $82,546 $80,411 $80,411 School Board XF Value $552 $561 $571 Exemption Value Isol $0 $0 Market Value $302,717 $263,424 $202,617 Taxable Value 1 $302,7171 $263,4241 $202,617 Assessed Value 1 $245,1651 $M,8781 $202,617 City Exemption Value 1 $0 $01 $0 Benefits Information Taxable Value $245,lffil $222,8781 $202,617 Benefit Type1 20151 2014 2013 Regional Non-Homestead Cap lAssessment Reduction 1 $57,5521 $40,546 Exemption Value $0 $01 $0 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Taxable Value $245,1651 $222,878 $202,617 Board,City,Reglonan. Sales Information Short Legal Description Previous OR Book Qualification SUB PB 12-59 Sale Price Page Qualification Description LOTS 3&4$E1/2 LOT 5 07/01/2015 $377,500 29684- Financial Inst or"In Lieu of Forclosure" BLK 4 2915 stated LOT SIZE 125.000 X 108 04/02/2015 $0 29569- Financial Inst or"In Lieu of Forcbsure" OR 14024-16310289 4 3389 stated 04/01/2007 $429,000 25559- Qual on DOS,but significant phy change 1569 since time of transfer 03/01/2005$285,000 23193- Qua[on DOS,but significant phy change 2108 1 since time of transfer The Offlce of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and MiamtDade County assumes no liability,see full disclaimer and User Agreement at http://www.mismidade.gov/info/disclaherasp Version: AM ILM CEIVIED DEC IJ;r2015 BY: 2 3CurT �o� `,•b�' `fid' Sr x 66"HR 60"x 66"HR r' 16-X12.06 16-0612A3 �O �� • 0 -sL8A 46.0 -6LO/+46A f M -��^ Existirg to S }� 0 Rain 4 C 4 A. N, 210 � 21"x 63"SH Exisdngto f.16-0692.10 ��, 'Aim 'r�. ® W -p 0 a Remain -67.7f+4T.1 '�;, �/c 9 •� a 6 �^ 40"a 64"HR 61 �• �c� 16-0612M -60A1+46.0 i09k"C� LL It7 2 O Existi ng to ^�S Remain (), C t M Existing to i•••i• • Remain • • • 000 O • 9990 ••• • q O 7 •••••• ••••• �Y) 10"a 36"Fixed • O 16-0+413.03—, I •••••• •• • ••.� G • • • • -57.1!+47.1 •• •• •• • Z W Existing to ••• • Remain V f d- • • 1�1 QQ N Existingto MI W Remain cd .ti m Existing to Existing to Remain Remain 06/30/2015-2:51pm gabrlels VAPro)ec(s\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=1.0 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PS -ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributery Area Ft 3.� Roof Tribute Area 5 Ft 1. TABLES ARE INTENDED TO R ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 .30 C >, ght 10 15 20 25 30 35 40 45 50 DEFINED AS THE C .ifs# - WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO Fk' ITH THESE TABLES. 51.1 -49.9 -49.0 -48.3 -47.7 y - -63.1 -60.6 -58.8 -57.5 ,-56.4 .-55.4 -54.6 -53.9 -53.2 2.TABLES VALID O L - ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft 1471 +45.9 +45.0 +44.3 +43.8 3 0-15 rt +47.], +45.9 +45.0 +44,3 +43.8 +43.3 +42.9 +42.5 +42.2 3.TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHA PER AS A SITE SPECIFIC CONDITION. -51.8 -50.6 -49.7 -49.0 -48.46 1' -64.0 -61.4 -59.7 -58.3 - -56.2 -55.3 -54.6 -54.0 4.IDENTIFY THE B AVE OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +47.8 +46.5 +45. +44.9 +44.4 16 ft +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 CANNOT BE IDENTI S.ALWAYS ROUND H +- LE VALUE OR CONSERVATIVE ASSUMPTION. -52.5 -51.2 -50.3 -49.6 -49.0 48. 4 -64.8 -62.2 -60.4 -59.0 -57.9 -56.9 -56.1 -55.3 -54.7 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT*WIDTH)OR 17 ft +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 3.3 17 ft +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 +43.6 +43.3 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -53.1 -51.8 -50.9 -50.2 -49.6 -49.1 -48.7 -48.3 48.0 -65.6 -63.0 -61.1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18ftX49 0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +44.2 +43.8 18 ft +49.0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +44.2 +43.8 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -53.7 -52.4 -51.5 -50.8 -50.2 -49.7 -49.3 -48.9 -48.5 -66.3 -63.7 -61.8 -60.4 -59.2 -58.2 -57.4 -56.6 -55.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +q9 5 +48 2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 19 ft +49.5 +48.2 +47.3 +46,6 +46.0 +45.5 +45.1 +44.7 +44.3 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 54.3 -53.0 -52.0 -51.3 -50.7 -50.2 -49.8 -49.4 -49.1 -67.0 -64.4 -62.5 -61.1 -59.9 -58.9 -58.0 -57.2 -56.6 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 20 ft +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 54.9 -53.5 -52.6 -51.9 -51.3 -50.7 -50.3 49.9 49.6 67.7 -65.1 -63.2 -61.7 60.5 ,„ 57.8 57.1 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +50.6 +49.2 +48.3 +47.6 +47.0 +46.5 +46.0 +45.6 +45.3 21 ft +50.6 +49.2 +48.3 + +46. +45.3 22 ft -55.4 -54.1 -53.1 -52A -51.8 -51.2 -50.8 -50.4 -50.1 22 ft -68.4 -65.7 -63.8 - �` _ .4 -57.7 +51.1 +49.7 +48.8 +48.0 +47.4 +46.9 +46.5 +46.1 +45.7 +51.1 +49.7 +48.8 .1 +45.7 GENERAL NOTES: -55.9 -54.6 -53.6 -52.9 -52.2 -51.7 -51.3 -50.9 -50.5 -69.0 -66.3 -64.4 - '9 6 5 9.0 -58.2 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +51.6 +50.2 +49.2 +48.5 +47.9 +47.4 +46.9 +46.5 +46.2 23 ft +51.6 +50.2 +49.2 + +46.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.7 -51.3 -51.0 -69.7 -66.9 -65.0 -6 . .3 -58.8 CRITERIA AS OUTLINED HEREIN. 24 ft +52.0 +50.6 +49.7 +48.9 +48.3 +47.8 +47.3 +46.9 +46.6 24 ft +52.0 +50.6 +49.7 +48.9 +48. - 7.3 +46.9 +46.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -56.9 -55.5 -54.6 -53.8 -53.2 -52.6 -52.2 -51.8 -51.4 -70.3 -67.5 -65.5 -64.0 -62.8 -61.7 -60.8 -60.0 -59.3 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY, THESE TABLES 25 ft 25 ft NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE +52.5 +51.1 +50.1 +49.3 +48.7 +48.2 +47.7 +47.3 +47.0 +52.5 +51.1 +50.11+49.3 +48.7 +48.2 1+47.7 1+47.3 +47.01 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTI ,99CFOR)WITH 57.4 -56.0 -55.0 -54.2 -53.6 -53.1 -52.6 -52.2 -51.9 70.8 -68.0 -66.1 64.5 -63.3 -62.2 -61.3 -60.5 -59.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY IiURRICANE�BLES AREfI?P4••• 26 ft +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 26 ft +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 WALLS AND VERTICAL SURFACES ONLY. • • 57.8 -56.4 -55.4 -54.7 -54.0 -53.5 -53.0 -52.6 -52.3 -71.4 -68.6 -66.6 -65.1 -63.8 -62.7 b1.8 -61.0 60.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPL L•D WING. SSE TOLES ARE ONLY* VALID WHEN SIGNED&RAISED SEALED BY FRANK L BEN 0,P.E• • • • 27 ft +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 27 ft +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 4.THIS SPECIFICATION IS INTENDED TO ILLUSSTT�j�'ff�� GN WINp PREIRES AS LIG�G.••• -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.4 72.0 -69.1 -67.1 -65.6 -64.3 -63.2 -62.3 -61.4 -60.7 USE OF THESE TABLES AND CO ING WINISVELQ ,EXPOSURE,AND OTHER 28 ft t,r`° 14,11- 8 ft COEFFICIENTS LI STE N AI�\QcWFIED BY THE GOVERNING • ••• +53.7 +52.3 +51.3 +50.5 +49.9 S ,1 n +53.7 +52.3 +51.3 +50.5 +49.9 +49.4 +48.9 +48.5 +48.1 BUILDING DEPARTM ws,, , FOR APPLICABILITY OF TASLt -58.7 -57.3 -56.3 -55.5 -54.9 - m -72.5 -69.6 -67.6 -66.0 -64.8 -63.7 -62.7 -61.9 -61.2 VALUE USE IS OFFE •••• • • • • 29 ft +54.1 +52.7 +51.7 +50.9 +50.3 29 ft +54.1 +52.7 +51.7 +50.9 +50.3 +49.7 +49.3 +48.8 +48.5 S.THIS SPECIFICA R ANY PRODUCT%PA&Vt8 Goose CERTIFICATION. RE Ii- MIl►I�D LEST CRITERIA AND OTHER • 59.1 -57.7 -56.7 -55.9 -55.2 - ,Z +' 73.0 -70.1 -68.1 66.5 -65.2 64.1 -63.2 -62.3 -61.6 APPROVALS FOR DE G f7@L MA Iy ASD APPLICAflILtTY CW THESE'G W • 30 ft +54,5 +53.1 +52.1 +51.3 +50 6 + y 30 ft +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 VALUES WHICH IS V ATS` �' RDAIVCE LACES.(IC/ 0 0NG CODES ' 6.ADHERE TO ALL INANCES. 32 ft _60'0 -58.5 -57.5 -56.7 -56.0 -5 . 32 ft -74.0 -71.1 -69.0 -67.4 -66.1 -65.0 -64.0 -63.2 -62.4 7.NO CERTIFICATIO O THE HOST SIRUCFURE. •••••• +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50. w.,9.5 +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3 +49.9 +49.5 8.EXCEPT AS EXPRESSLY P IN,NO f��WTAL CERTIFICATIONS OR • 61.1 -59.6 -58.6 -57.7 -57.1 -56.5 -56.0 -55.6 -55.2 -75.4 -72.4 -70.3 -68.7 -67.4 -66.2 -65.3 -64.4 -63.6 • • • AFFIRMATIONS ARE INTENDED. • 35 ft +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 35 ft +56.3 +S4.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 a=10%OF LEAST HORIZONTAL DIMENSION OR 40-1 OF MRH, •••••• PEAK ROOF WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAW HORIZON*AL HEIMHT • 62.8 -61.3 -60.2 -59.4 -58.7 -58.1 -57.6 -57.2 -56.8 -77.6 -74.5 -72.3 -70.7 -69.3 -68.1 -67.1 -66.2 -65.4 •••••• 40 ft 40 ft DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL INQU ShO�.CONSULT• ROF • +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +SZ.3 +51.9 +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION RE( IRED. • 64.4 -62.8 -61.7 -60.9 -60.2 -59.6 -59.1 -58.6 -58.2 -79.5 -76.4 -74.2 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 ERVE ROOF HEIGHT 45 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 45 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 a 8 ROOF 65.9 -64.3 -63.1 -62.2 -61.5 -60.9 -60.4 -59.9 -59.5 -81.3 -78.1 -75.8 -74.1 -72.6 -71.4 -70.4 -69.4 -68.6 HEIGHT soft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 50 ft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 67.2 -65.6 -64A -63.5 62.8 -62.1 -61.6 -61.1 -60.7 -82.9 -79.7 -77.4 -75.6 -74.1 -72.9 -71.8 -70.8 -70.0 55 ft 55 ft tJ I 4 +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 -68.4 -66.8 -65.6 -64.7 -63.9 -63.3 -62.7 -62.3 -61.8 -84.5 -81.1 -78.8 -77.0 -75.5 -74.2 -73.1 -72.1 -71.3 F60 ft +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 60ft +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.51WALL ZONE FIGURES- 0 IGURESQ o REMARKS KD DATE Q -1 INR ISSUE GSS 5TH ED. FLORIDA BUILDING CODE ENGIN Y GSS TSB 03/05/12 m 3 G) REV-ADJUSTED HEIGHTS DGSS SM TSB 04/09/12 (2O1 41R • j F x� D REV 2014FBC TSB 06/10/15 1 J r' ASCE 7-10,CHAPTER 30 cogvopATeokaeE: } . z 160 SW 12th AVENUE` St1I m - DESIGN LOADS FOR COMPONENTS&CLADDING - z MASTER PLAN SHEET DEERFIELD BEACH, FL 33 k fir . THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:.(954)354-11143 •�'� "\� ,p Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 ADWRITTEN D ONS oR OTHER MMAAWOG NGS To THIS 000UMENT ARE NOT E:HELLO@ENGINEERINGBMESS.COM WRESS.ALTERATIONS, �_ O u, 0 PERMITTEOANDIM,AUDATEOURCERTTICATION. ASCE 7�1 0 ENGINEERINGEXPRESS.COM ' `I o illlll _ MIAMI- 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.miamtdade.gov/economy CGI Windows&Doors 10100 NW 25'h Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 110"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of'9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall*bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of thij gntirg N,OQ sbgll. be provided to the user by the manufacturer or its distributors and shall bo available J(V i:tspedtidn It the job site at the request of the Building Official. This NOA revises NOA%14-'C IS.Q6 Int consists of this page 1 and evidence pages E-1 and E-2, aswell as approval document mentioned above. • • • •• The submitted documentation was reviewed by Manuel Perez,P.E. . ... . ... ... ... =TY NOA No.15-0512.10 MIAMMAM CO •• ••• '• Expiration Date: September 22,2020 M ,YApproval Date: August 06 2015 ... .. Pagel . .. . . . .. .. ... . . . ... . . CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw.(L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal(&and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA,dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont`Butacite"PVB interlayer,Duraseal@ and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont`Butacite"PVB interlayer,Duraseal®and Super Spacer(&insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA--3056 WC,dated 04/16/15;signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test Report No.HTL-0080-0101-10, dated 02/03/10,signed and sealed by Vinu J. Abraham;Ift: : : •'• : : ••• (Submitfgd midg;IVO.JIWO»510.11) .. ... .. . . • •• • ••• . •:0 ••• •... 1Vlariuel P , • • • Product Contro P.R.E!' miner •• •.. .. . . NOA No. 5-0512.10 . . .. ••• ••• ' Expiration Date: September 22,2020 Approval Date: August 06 2015 . . . . . : . . . . . •• •• ..• . .. .. ... . . ... . . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014),dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t'Edition(2014),and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10,issued by Hurricane Test Laboratory,LLC,dated February 03,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseat®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by RER,Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice o-A@oeatanc;•j4q. $4;0915.06, issued to CGI Windows & Doors for their Series`I$entivjl j6W'*.A:u 1hft Single Hung Window-.L.M.1. approved on 02/05/15 and expk1ng o169;22/#2b.: ••• . ... . ... ... ... Manuel P ez, E. . . • Product Control xa ner .. . . . . . . NOA No.15- 12.10 • •• • •• • • •• ... . 000 . Expiration Date: September 22,2020 Approval Date: August 06 2015 ... . . . . ••• . ..�`-2 • • • • • • • • • • • •• •• • • • :0 • •• ••• • • • ••• • • 53 1/6' 52 1/B' 521/8. {�u ly�i FLANGE WIDTH BUCK WIDTH BUCK WIDTH of o_ 47 7/16' 47 7/16' 47 7/16• z 9 ; D.L.O.(FIX.LITE) FALSE MUNTINS D.L.O.(Fix. LRE) FALSE MUNTINS D.L.O. (FUG LRE) k 9/18• (SURFACE APPLIED) 209/16- 20 (SURFACE APPLIED) 20 9/16- OP fd ** OPTIONAL 5 1/x•MAX Max. ** OPTIONAL 5 1/2'A1Ax HEAD//SSI{l,. A HEM/SILL 1G1 /SILL Al HEao/SILL R/� A2 H�/S�' a� C CORNERS 4 g 7 �Q tl Ir II Ir I L h II 11 it II (', 11 11 G D � II II F II II 7 it II II II XX !I II y� -j• It u g n n od c 7 a ii ii '§ 4 ids f d• • 4 tl •s �� ^� it ff • + ' • f NS N= �W�� • • • • II 11 /• II E •{}•sf• II jl ,/. it N •• • •oo 6 f• N• a Zo a it �/ II153 n� ro • •11 r/ ii \'_ "\'� -----ii --I- n x -----ii-- II----- � o R-- =TI----- � • • n� � � b 11 �� n u ' �� j • be • it • • N • • �.LO.(V I» uaU' \m�$QN •• ••• FALSE W24M 47 7/1W • s 47 7/16' (SURFACE APPLIED) N • 47•*#16• oD.LO. (VENT) 0 D.L.O.(VENT) •: tM•,- oIii 501/4• 501/4' 501/4' o GI Zz VENT WIDTH VENT WIDTH VENT WIDTH E o FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME TYPICAL ELEVATION SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER lei CHARTS SHOWN ON SHEET 2. ** 0 g 21 APPRGVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN M OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY SPACING EXCEEDS 20 916" APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 2 IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL a WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS o•" d THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Eqr.JAYAD AHMAU ' r PRODUCFREVISED s ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS ,A /70892 BuildLmi�C fAo Ftodit EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. X538 Acmpmlrco No! -057.n.10 k ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE irationDalo 2020 $ y NOT PART OF THIS APPROVAL2D)Fj A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. JI) Uy. Mi Dodo rodOM drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT W1 O—O3 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE sheet 1 of 9 EQUAL UTES UIND09S UNEQUAL LTPES Wmaw8 �� s DESIGN WAD CAPACITY-PEP DEMON LOAD CAPAW N-PEP .dX "GE DOM DUCK DIMS. OIA89 TYPES Wlekl*OlM TYPES'B'&'BI• FLANGE DOW. BUCK DIMS. MMTOP UTE MASS TYPES'A'&'AL'MASS TYPES•e'&'BL' EABIf YBD ® p 9Q31H NT" NEIONf EXT.(+) 1N14-) FKr.(+) 1NK r4-) WOF" NOOK WIDTH HEKW • MLIXr.(+) WNL(-) IXf(+) WNL(-) zO 3 19-1/8' 18-1/e• 75.0 730 80A 88.0 83-1/8' 78' 52-1/B• 78• 30-1/4' 75.0 75.0 80O 80.0 ZJ 28-1/Y 25-1/2 70O 730 8&0 B&O 49' 79' 48' 78' 39-1/47 7" 75.0 80.0 80.0 P' 37• 20' 38• 25' 7300 85 O 730 80 28-1/2• 25-1/2• 70-5/8• 75.0 75.0 80.0 85.0 f� qp• 48• 75A 730 80.0 85.0 31' 30• 83-5/8' 75.0 7" $0.0 85.0 53-1/B' 18-1/8• 52-1/B' 75O 75.0 8" mo 33• &S• 32' 880'4• 750 781 80.0 wo ffSY{ 1 0' 18-1/8• 7" 7300 0 885.0 37• 38• 53-1/2• 75.0 751 80O 85.0 28-1/2' 28-1/2 70.0 730 W.0 B51 43' 42' 45-1/4' 75O 751 800 80O 3r 38-3/6' 38' 37-3/8• 750 7" 80.0 85.0 (ae� 49• 48' 73.0 751 800 1130 S 4f(q 83-1/8' 52-1/8' 780 7" 8D.0 8" WIDTH �7 g ai ag 19-1/8' 1s-1/8• 751 730 W.0 88A m d m(K 26-1/2' • • 1/2 730 75A 80.0 884 • 3r h •38• 49•-0/8' 730 78A W.0 no Z g •• • • 49' 48' • • 7j-0 730 WA 85.0 1 �' • 43-1/8" 75.0 MO 85.0 i 19-1/8• 1 1/8' • .0 700 80.0 630 . •: •w 28-1/z' • z5-{/2• • • ALO 730 W.0 85.0 . 3r 830 38' ��• .0 780 WA 801 •• •r• 49• •• �" •• 040 750 F-i 830 O Y 5}-1/e• • • 52-1/8 • 730 781 85.0 I aI • • 49-1/8' • 1/8' A 730 830 J a •• �8-1/2' 2&-1/2 •• 0751 75A 890 v 3r *me 4t38• �5' 7Ro 73o no es6 0 0� i• • i • •'� •• 75.0 75O B5.o UNEQUAL LITES (ORIEL TYPE) 3 O w49' gttt 1/'•' s2-1/8' •r• •�0 Iso 3R.o =0730 8" cp tO 19-1/8' 18-1/B' •• • •L8-1/2' ••• .,f 1/2 •g4•• 0 730 80.0 8SA y N • 3r • •38' • ,N307&0 80.0 85.0 • 48-1/z• /2' • • .0 730 80.0 85A A.tYP. BUCK Dm )S"TIP. o O M n •• • �' •••••• zzt! • • d o WIDTH FLANGE FRAME I Q FIANCE DIMS BUCK 094 i x 0 R€ EQUAL LEG FRAME BUCK DIMS EQUAL LITES c S b 0 t m FIN FRAME 0 1 &Vr..MYAD AHMAD BUCK DUdS PRODUCT'R8IABFA •�� PtA. (y�70092 as complYtngwOh the Plofide g .. .'k538 Bw�B�No tJ��2.10 � NOTE: � 1m1I L7pte 2a8a s GLASS CAPACITIES ON THIS SHEET ARE eY Fl BASED ON ASTM E1300-09 (3 SEC. GUSTS) -FLANGE ADAPTOR FRAME Q�Ql drawing no. AND FLORIDA BUILDING COMMISSION FLANGE DWS I wi 0-03 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 Of g 1/a'ANN.GLASS 1/e HEAT STREN'D GIASS 075'Intorsr 078'Interlayer ey of Soflsx CP=PEr Core SaOex CP With PEr Core By'Eastman Chemical Co.' BY'Eaetman Chemical Co.' Z @ OR OR 0 � 090'Interlayer 090'Interlayer Saflex Clear And Calm Glaea Saflex Clear And Color Glace F£ By'Eastman Chemical Co.' By'Easimon Chemical Co.' OR OR o 090'Intedoyer 080 Interla}rer Kuraray Sen Kuraroy SenN'clos ,t By'Kumroy America.Inc.' OR By'Kuroray America. Inc.'OR 080'Interlayer 090'Interlayer Kuraroy Butacite PV8 Kuraray ButaeBe PVB r By'Kuraray Americo.Inc.' By Kumray Americo,Inc.' 1+1 d 1/8'ANN.CLAW 1/8'HEAT SfREN'D GLASS 4Y m a • ••Z m a g • • SILICONE SILICONE Q 3 LL • • ••• •. 1 GE 1200 Ml GE 1200 _ -_ •• ••• a • DOW CORNING 899 � DOW CORNING 899 rzi • • • DOW CORNING 995 DOW CORNING 885 b • a0 • P7 • � � NN •• ••• •• EB • p[y? Ell • 000 • ••• ••• M4 e'T 1/4 POINTS ON LITES Sc M4 AT 1/4 POINTS ON L M • • •••• WIDER THMI 38' G�� WIDER THAN 38' to • ••• • It *:*so: 1�L1SS TOPE 'A' GLASS TYPE 'B' �• •.t Lu 8/18.OVERALL LAM.GLASS S/is-OVERALL LAM.GLASS � 0 0 • • • ••0••• (L.M.I & S.M.I.) ai ` •0 ••• •`•••: 1/8'A 1. N GLASS 1/8'HEAT SfREN'D CLASS v1 b •• ••• • • 5'Interlayer 075'Intwiajw 30 •••••• ax CP With PLT Cora Saflex CP With PEr Core � By'Eastman Chemical Co. By'Eastman Chemical Co.' d CZC z • • OR 090'IrderlayerInterlayer Sotlex Clear And or Glass Saflex Clam And Color Glass By'Eastman Chemical Co: "''Eastman ChernIcal Cc!OR OR U 1/4'AIR SPACE 090'Interioyer 1/4'AIR SPACE 090'Mterlaya �1 OR Kurcray SentryGlas Kuraray Sen Los rn By'Kuroray America.Inc.'OR By'Kuroroy America. Inc.'OR O 1/8'ANN.GLASS 090'Interlayer 090'Intedayer Kumroy Butccite PJB 1/0'HEAT STREWD GLASS Kuraray Butocdto PVB 8y'Kuraray America.Inc.' BY'Kuroray Amadco.Inc.' 0$fGe 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS o m SIUOONE SILICONE GE 120D a GE 1200 DOW CORNING 899 DOW CORNING 899 M1 DOW CORNING 995 v M1 DOW CORNING 995 o o< XL EDGE SPACER XL EDGE SPACER ei S 8 Sr.STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' <m o OR OR Ica DURASEAL BY'WMIEIL' 0' DuRASEAL BY'OUANW 0 OR 0 OR£9 SUPER SPACER BY'OUANEX' ' E9 SUPER SPACER BY'OUANl7P ngr..NYAD AF4AW PRODUCT REVISED a •L M4 AT 1/4 P08JIS ALL SAES M4 AT 1/4 POINTS ALL SIZES FIA 70Sg2 BuildCIVIL ngl Cade dm Plo:ld. AcMtanco Nod I GLASS TYPE 'Al' GIASS TYPE 'Bl' ionDaW y 0.70'OVERALL WSLIL LAM.GLASS (L.M.1 ONLY) 0.70.OVERALL.INSUL I.M.GLASS gy J 3102015 drawing no. W10-03 IN ORDER TO OUALIFY FDR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'At'&'Hi'MUST BE TEMPERED. sheet 3 of 9 TYPICAL ANCHORS FLANGE & FLANGE ADAPTOR FRAME 4<.• <n IB•Y d.d•b:•., a `.`` ::Id•'. FOR SPACING METAL g# o a s II I --- -7 V.V Q�I WOOD BUCK STRUCTUE EDGE°DIST. FOR SPACING TYPICAL ANCHO -------------- FSEE ELEV ----------------- MIAMI-DADE COUNTY APPROVED LUON dMULLION ANCHORS IURDISE. SEE SEPARTNOA II EDGE EDGE Q "EDGE EDGE DIST. 11 Q I 1y. � � � T7Qa�T�8 S5 � ORS TYPICAL ANCHORS p d1 r SEE ELEV. D FOR SPACING FOR SPACING Z�4'r • • $LI Lj • •fig • M8 ZO • •••• •••O• 23/8'WIN. �af � • • 1 • • • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. •••9•• — —� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM _ •••••• • • • AND TRANSFER THEM TO THE BUILDING STRUCTURE. I •:•••• •• •• SWEEP LOCK 2 3/8'MOV. TYPICAL ANCHORS: SEE ELEV.FOR SPACING v • • OPTIONAL TO N ••••• • • I - •• t 114*EGRESS LOCK ` 4" DIA TAPCON BY 'RWM (Pu-120 KSI,FY-92 KSI) OQ • • AT SIU. ` ],/4' DIA. ULTRACON BY 'ELC (FU-177 KSI,Fy=185 KSI) •••••• •••••: • a�`.` INTO 29Y WOOD BUCKS OR WOOD STRUCTURES i •• ••• Ey `�\ 1-1/2" MIN. PENETRATION INTO WOOD • • a • • THRU 1BY BUCKS INTO CONC. OR MASONRY 3 NM • •0: • O •••• E• • WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o p M DEPTH SHALL BE 2W. THE USE OF DIRECTLY INTO CONC. OR MASONRY • • •• •i • DEEPER OR BEVELED WOODBUCKS IS d •• ••• F • ! t PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY •••••• • • i 614 SMS OR SEF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES v, o STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) i x ALUMINUM : 1/8"THK. MIN. (6063-TS MIN.) h (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 1 $14 SMS OR SELF DRILLING SCREWS (GRADE 2 CACI) a INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 c i (NO SHIM SPACE) S4 ' t TYPICAL EDGE DISTANCE m 2 I i INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. of i EB INTO METAL STRUCTURE = 3/4" MIN. `om e S S M8' WOOD AT HEAD,SILL OR JAMBS SG.. 0.55 MIN. t CONCRETE AT HEAD.SILL OR JAMBS f'c = 3000 PSI MIN. {C) C-90 HOLLDW/FILLED BLOCK AT JAMBS f'm- 2000 PSI MIN. o �•J t + ErW:JAVAD AHMAD PRODUCT RF.VISFA yly o Tf— ,a, < CML w c plyJag whh the FWda T "I a 4. M PE 1 70.592 Daudim Cade 3Fi,78 Acceptance No b EDGE d51:'v' °. • :v ..0.. t % I TYPICAL ELEV. CH{Imtt Floduct drawing no. ' • TYPICAL ANCHORS " FOR SPACING Q 2U1F s ,Br SEE EI . W1 O—O.� WOOD BUCK FOR SPACING sheet 4 of 1/4'MAX. BUCK WIDTH 1/4'+�• FLANGE & FLANGE ADAPTOR FRAME V.0 SHIM SHIMS p O 1 $ Q 1 •••••• •.•••i•.••• rncIVaR. • �d°, ••••'••••• - MS, 1 s TYPICAL ANCHORS >� ss ss Ma � OEtWW FLAN!i1!!Gii � E ADAPTORFRAME CAL STRUCTURE "0 1BY i..• EXTERIOR WOW sucks a• i• • •••• O.L.Od•• •• +/4UM. BUCK MOTH 1/4'MAX SH•• •• •••S•W WWL ANCHORS •• TYPICAL ANCHORS $SQ O •SEE FPjOR SPACING 015 4 in: nF �g wo� •••� R W000 � Og • WOOD SIRUCN EZ RNss U lay T p WOOD BUCKS MMMT-OADE COUNTY a 9 APPRLULLION a, [-& 1/2'TYP. EE BUCK WIOTH BUCK WIDTH INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. o•R g d T EW.AWAD AHMAD PRODUCT'REVISED a� T + na CWL_�z as m psyjns•lth Hie T7mWa -_ - - - cAa Esse B aTa X5%0 f 7.t0 a '� L -_J - By Psobd drawing no. #14 K r FH.SMS. 2U15 W10-03 sheet 5 of 8 " "`"""`°'� EQUAL LEG FRAME �V.V /--SEE�• STRUCTURE 19Y FOR SPACING WOOD O11C1C • , :.:\.:. I :. • . TYPICAL ANCHORS � r--------------------•I � '.4. •a n < :6 a SEE ELEV. r-- -� •< 'fDGEo.DiST.•• FOR SPACING II MIAMI-RADE COUNTY APPROVED li Z 3 .e. •'••.a ^ a. 7 0 a EDGE z j MULLION&MULLION ANC.. . .4.. +, E DIST. \ 'a I i SEE SEPARATE NOA \ 4 EWE 01ST. '' 7. 18 _-______ 1 -- ----- "r Al _— E1 ----- r` EB j -- o �' y TYPICAL ANCHORS TYPICAL.ANCHORS g 0 M SEE ELEV. FOR�NG FOR SPACINGSEE am TYPICAL ANCI{ORS MIAMI-RADE COUNTY G APPROVEO MUUJON V G1 • •Q •• M9 1/4"MNL BUCK WIDTH BUCK WIOTH SEE SEPARATE3�Z' • • •• 4 • SHIMS RUCK WIffIH a W f • 0000 ••04 •. p1 • • 0000 •• •• SWEEP LOCK 1 1/4". 1 I j 11 • • , OPTIONAL.TO _ _-___ I I __ `-' VI •••• • •• EGRESS LOCX • • AT SILL 000• • — I I W 000000 • •00• {H F FS ZEN 51 • 00000 •• Ea • s o O .M'a„MRfp .. • • A; •• i i • •••• • • •H • + t m - ES ES J14 X1'FK SMS, Cj Oz W 0000•• o • • j Vol{ EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY O INTO WOOD, CONCRETE OR METAL STRUCTURES pC, WITHOUT THE NEED OF A WOOD BUCK. , LE=XooDvl E9 m-'- i 2 S/, 8�MSJ• 1 •8 rMCALEtEV NCIIOR FOR SPACING A E2 �� Fier.JAVAD AHMAD (ItC+DUCT REVISED • as c'mpjyias with lice Florida S Tv ------ ' FIA PE!70592 �'c'c'q' iog Code {��pWHEN USED THE MIN. WOOD BUCKY539 DEPTH SHALL BE W. THE USE OFTYIMCSPACING. dL NHORs DEEPER OR BEVELED WOODBUCKS ISi�{ product drawing no. PERMITTED. FGR L 201§ W10-03 Wood Ttuac sheet 8 of 9 '"'C&ANCHORS FIN FRAME EXy.V " ILLUSTRATNE ORS.ONLY SFE a". T.OR INT.FUMSPACING NOT BY CG, ge Z Z<J HOUSE waw \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q v NOT BY CGI 6S�{ #B SMS (GRADE 2 CRS) E, INTO 28Y WOOD BUCKS OR WOOD STRUCTURES __— 1-1/2" MIN. PENETRATION INTO WOOD v O o M2 CAULKING a • • • M9 .4j n • • J • • • ` •••�•• • •••• •• •• SWEEP LOCK • • i OPTIONAL TO ,n •••• • •• EGRESS LOCKAT SRL 3 0 '0 0:0Ow •••••• WOOD STRUCTURE 1/4"MAX BUCK HEIGHT 1/4'MAX. S CS • • • • NOT BY CGI GAP GAP vi m PC C4 •••••• Eg • • ai • 1/2'MIN. 1/2'MIN. (/!N n •a 000 O •• E • o ONz 2i M� w0 0D2 �22� BACKeEo Ti = CAUXONG ,a N C o , _ HOUSE waw EB NOT BY CGI m .. i Q ® EXTERIOR Ro M9. �g8 D.L OPG. G<Ol U s4 SACKBED CAULKING E2 Nn JAYAD AHMAD PRODUCTREVISED CML as wwoYmg wdh"Florida \ FM A 70392 Duildieg Code b" HOUSE%WAeoepteoee No/S•0S12.10 �, $ tkn Dara LL NOT BY CGI �a BY � Mind ProArA' dmwing no. I TYPICAL ANCHORS L 2iii5 W10-03 FOUR SPACING sheet 7 of g ITEM PART# QUANTITY DESCRIPTION MATERIAL MANF./SUPKM/REMARICS y�U E1 COI-100 1 FRAME HEAD 6083-TB - tai E2 CG-101 1 FRAME SILL 6063-T8 - E3 CGI-102 2 FRAME JAMB 8083-T6 E4 CGI-103 1 MEETING RAIL 8083-T6 - O z E5 C0I-104 1 LOCK RAL 6063-TB - E8 CGI-108 1 HANDLE RAIL 6063-To - v E7 OGI-108 2 SASH RAIL 6083-T6 - Es COI-107 AS READ. 5/10'GLAZING SAD 6083-T5 - p E9 CGI-108 AS READ. 0.700'GLAZING READ 6083-T5 - fl O E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6083-T6 - V Ell CGI-110 AS REM. NAIL FIN ADAPTOR 6083-T5 - E12 CCI-135 1 FLANGE FRAME HEAD 6083-78 E13 CGI-138 2 FLANGE FRAME JAMB 6063-TS E14 CGt-137 1 FLANGE FRAME SILL 6063-T6 • •••• E17 CGI-805 OPTIONAL SCREEN FRAME 8083-T5 - J •$.gr • •••• • • • MI CGI-38N AS REOD. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) m - •••••• M2 CGI-111 OFIONA. SCREW COVER PYC. PROTOTYPE OR EQUIV. • •••• • • • • • M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM.3-LONG AT ANCHOR LOCATIONS PVC - • • •••••• M4 - 2/LITE SETTING BLOCKS FPDM DUROMETER 80*5 SHORE A \ I Nf9 SUPER BOOST 2/WDW. SPIRAL.BALANCE - 89 OR EQUIV. M • 0000 •• •i •• J • • • • M10 - 2/WOW. BLOCJG/TACKLE BALANCE - 89 OR EQUIV. �+ N •••• • 000 000••• �F • • M11 W23201NO AS REOD. PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. 0 41 •••0 • •••• M12 CCI-129 1/WOW. EGRESS LOCK ALUM. SULLIVAN v W 0000•• • • • • • • •••• M13 CGI-131 2/WOW. HANDLE RAIL END CAP NYLON MRM ij �- • ••0• M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. g °v N 0 MIS CGI-133 4/WOW. SASH GUIDE(SPIRAL BALANCE) NYLON MRM � �� • •••• •• • •••••• M16 C01-130 2/WDW. SASH TOP GUADE(SPIRAL BALANCE) NYLON MRM M • • •0 as M17 A3073MI-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUN. 13 13 3Z a M18 CGI-132 2/Wow. SASH STOP.Y LONG PVC PROTOTYPE OR EGUN. • •i•• • •0• • zO_ *:so*:• • M20 CGI-125 2/WOW. SASH CAM(B/T BALANCE) NYLON MRM p M21 - 2/WOW. 8/T BALANCE TACE OUT CLIP - 09 OR EQUIV. V O M22 146-6 2/WDW. WEEP COVER NYLON AMESGURY OR EQUN W U23 CGI-134 - SILL SPACER FVC PROTOTYPE OR EQUN. O 52 - 2 OR 3/CONFER 10 X 1 f 4'LG.PFR..PH.SMS. 5T ST.ASSEMBLY SCREW - - S4 - 4/WON. 9 8 X 1/2-PH.SMS.ST/ST BALANCE BRACKET SCREW - - Ss - 2/WDW. /8 X 1-I.C.FLT.SASS. ST/ST.SPIRAL.B.ASSEMBLYCK se 2/LOCK 6 X 1/2'LG.FH.SMS.•CCF-133 R CAM LO - - 0 R e pj o a o °1•�S8 0 f 0 U C O Engr.JAVAD AHMIAD PRODUCTREVISED t CAN. m mmoying with fie FbrW& FIX P J 2 Buitdmg C0&UN. g 1iC 35 Aculunm No tatWn nato I � 3 $ BY aU 15 Wam pmducl drawing no. W10-03 j sheet 8 Of 9 p0£0-0 LM'IN4'-dWO� ZBS8-£BS(SO£)'7Nd 065B-£BS(SO£)-f31 39'M4� p I+) O� aceffzezlgosl xvt ooce+ezc�ra r� ZLL££ l3 'IWv1W V,Lwv Valtiau tiwvm 133NIS HUSZ WN 00 LO L `Et wo '°N `010 o OB!910E Ol 031WNi 9l•00'BO 8 C 0 � 3Av ts'M'S 9M SNOOU V SMOONIM 1`JJ MA am MM3 ON 1•£1'80 v .�-.z/t :yeas AMMOMA3a.IOEEaOad v SWMION3 0 —U4.p— p 3 NOLLVMOdMOO bOONVA 7V {I'WS/'I'LL 1) 'MOM'H'S Wf1N Ol l DNW43S SM :suo oL-zo-ta � a a O e9 M to z EC LW z P N S � q a� Kz w Ix o � k o r W � G M W h F R �4 J m n 4 N L? W R g n n R .• . . .4 . . .•• W O r wi •o• I c $ We 4• • . :e . •.• :LL ^. . . k ... Q . • • •.• • • C4 W w 1n . . . . . W *;* ;I ' s 0 ... . . s MIAMI- MIAMI-DADE COUNTY,FLORIDA 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) vww.miamidade.eov/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 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 12011 Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-I8, 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 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LINIITATIONS: Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved",'unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. .. ... . . . . .. INSPECTION. A copy pf this;e&44) :4(:As$aIl be provided to the user by the manufacturer or its distributors and shall be avallabl8 t'olrospecto*a tl�%Job site at the request of the Building Official. This NOA revises NOA 1%. M919.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documeniftod Vas revidw8dby MaMue'Merez,P.E. • ' NOA No.15-0512.05 MrAMi•DADE COUNTY •• •• • • ' Expiration Date: September 22,2020 Approval Date: August 20,2015 ..• �l(tj� ••• • . Pagel z 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 Al--Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201--94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont"Butacite" PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA,dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WB,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 24113.2.1,TAS 202--94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum*&1116ntaL'slidin daw, prepared by Hurricane Test Laboratory, LLC, Test Report:No:1 JA.* a8{ 1�2;10, dated 06/04/10, signed and sealed by Vinu J. Abraham,'P. E.'• " • ' ' •' (Submitted tinder NOA No. 111 0510.12) 0*0 •:• •:• ••: •:• Mai►ue Pe , .E. ' Product Control xa ell.' ' " ' ' " NOA No. 1 12.05 Expiration Date: September 22,2020 Approval Date: August 20,2015 . . . . . . . % . . . .. .. . . . .. s CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition (2014), prepared by Al-Farooq Corporation, dated 09/05/14, signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 14-091S.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 51" Edition. (2014) and of no financial interest, dated 05/29/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0915.07) 2. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel,P.E. 3. Testing Proposal issued by the Prbduct Control Section, dated 12/16/14, signed by Jaime Gascon,P.E., Section Supervisor. 4. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P. E. (Submitted under NOA No. 10-010.12) 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 awl"pirjng ori 09122/2Q.. . •• �Aa n-A . . . . ... . .. ... .. . . . .. • ••• ••. ••. ... Manuelerez, • Product Coutrol-Ex in r • :• •• NOA No.15-0) .05 ••• Expiration Date: September 22,2020 Approval Date: August 20,2015 ... ... Fr-.2 . . . . . . . . . . . .. .. 00 • •• .. ... . . . ... . . TYPICAL ELEVaT10W ,,,• „o° �V FLANGE MOTH BUCK WIDTH c 6• 26 5/8" 5 1/2" 2'6/8. of MAX. 10"MAX. MAX. MAX. ,0"NAX. MAX. HEAD/SILL MTD.5TIlES HEAD/SILL HEAD/SILL MTG.SOLES HEAD/SILL O i 5 5 5. � I 71 •� � � � a II II 11 If ai T! LQ�: U E li F �i F X _ 6_ cy WE Ile 04 x x „� o n n Qi x n li / y CSi �J Z uS" •••• /To I• ii � � ii � � 0 •i •i • • D• • 5 1 7 It t • • • • h •••iFALSE NUIRINS • • •!•••• FALSE MUNTlNS � • l/aIeFACE APPLIED) 32 7/8" 32 7/8• ADDL ANCHORS (SURFACE APPLIED) 32 7/8• 32 7/8" AOOL ANCHORS r� ••iil pPnp t D.L.OPG. AT CENTER OF LRES&MTG.STILES OPTIONAL D.L.OPG. D.L.OPG. AT CENTER OF LUES&MTG.STILES '�' yam, 00000• D' • AT HFAO/SILL AT HIAO/SILL • • i • 3S#Ai SEE NOTE(•)ON SHEET 2 36 3/8" SEE NOTE(•)ON SHEET 2 p •••: • � �• VENT WIDTH 4 • •••• •! • ••llAiNGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME N n • • •6 esR 0(V M • •t•• • ••• 0 110" n 3 ZZ� •••••• BUCK WIDTH 3 O 5 1/2°• 13 5/16• ��QQ O HEAD/SILL MTG.STILES S• HEAD/SILL a � U O m Mrc.snlEs N I_m SERIES SENTINEL 120 PRODUCTREVtS6v as voIoPlYb%v*h Tho Ftmlds s $ ALUMINUM HORIZONTAL SLIDING WINDOW BuAufl Cala* DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER �ZoG''Q CHARTS SHOWN ON SHEET 3. BY c R R diatidPlodutt Contra E2 ii F ii F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATI S u OF H.R./H.R OR HORIZONTAL ROLLING WITH OTHER MIAMI-RADE COUNTY c APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS 211111212 N J �r - Ij �% IN BETWEEN. iv O x n o �� n LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS m _ INSULATING LAM. GLASS ° g' - id d --_==ll=_==� THIS PRODUCT HAS BEEN DESIGNED ANO TESTED TO COMPLY WITH THE `t iii g rt - REQUREMLMS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT i 0 m a W u HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACT If B2 II WOOD SUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 0 8 R LOADS TO THE STRUCTURE. i n Ener.JAVAD AHMAD ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS CIVA. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. t 02 o FALSE MUNTINS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE s (—ACE32 7/8" 32 7/8° NOT PART OF THIS APPROVAL. v y D.L.OPG. O.L.OPG. A LOAD DURATION INCREASE IS USED IN DESIGN-OF ANCHORS INTO WOOD ONLY. A 015 drawing no. 36 3/8• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT VENT VIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W1 O-9 S FIN FRAME REQUIREMENTS OF THE FLORIDA SLOG. CODE. sheet—1of I 1 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) m�� o FLANGE DIMS. BUCK DIMS. GIM TYPES'A'&'A1' MASS'TYPES'8'&'Bt' FLANGE DIMS. BUCK DIMS. I GAS TYPEB' WAV MASS TYPES'8'&'al' FLANGE DIMS. BUCK DIMB. MA TYPES'A'&'A1' MASS TYPES'B'&TH' � WIaTH HEIGHT WIDTH I HEIGHT EXT.(+) INH.(-) EXT.(+) UJL(-} WIDTH HEIGHT WIDTH HEIGHT EM.(+) HINT.(-) EXT.(+) IM.(-) WIDTH MIGHT WIDTH HEIGHT EXT.(+) MEL(-) EXT.(+) INT.(-) Z 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 74` 73 654 65.0 80.0 90.0 37' 26' 36• 25' G5.0 65.0 80.0 904 106-1/4' 26' 105=1/4` 25• 65.0 65.0 80.0 90.0 108=1/4" 26' 105-1/4' 25• 65.0 65.0 80.0 90.0 53-1/8• 52-1/8• 65.0 654 80A 90A III, 11o• BS.o 65.0 60.0 90.0 111• 110• - 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 80.0 74• 73' 65.0 65.0 80.0 00.0 26-1/2• 24-1/2' 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' 108 1/4' 37 3/8• 65.0 65.0 80.0 90.0 �r p 37' 36' 85.0 65.0 60.0 90.0 111` 110• 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 ^ eE 38-3/e' 37-3/8' 8 h 53-1/8` 52-1/8' 85.0 65.0 80.0 90.0 74' 73' 6$.0 85.0 80.0 80.0 74' 5o-5/8• 73' 44-5/8' 65.0 65.0 80.0 90.0 VVV eM{ 74' 73' B5.0 85.0 80.0 90.0 108-1/4' 50-5/8' 105-1/4' 49-5/8' 65.0 85.0 80.0 90.0 74' Sr 73' 62' 65.0 65.0 80.0 90.0 � Y M 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 111' 110• 65.0 65.0 00.0 90.0 v n 50-5/8' 3S' 48-5/8' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 48 53-1/8' 52-1/8' 65.0 65.0 80.0 90.o 108-1/4• 63• 105-1/4' 6Y 61.6 61.6 78.2 78.2 1 $ 74' • •!� 65.0 65.0 80.0 90.0 111' 110• 60.0 60.0 76.4 76.4YQti • 26-IX • 5-Y' • 65.0 80.0 90.0 108-1/4' 1, 105-1/4" 82, - - 80.0 90.0 elf r • •0j'•6 38• • •89.0• 65A 80.0 90.0 1 t 1' 110' - - 80.0 90.0 53-1/8' • ��v�' 62• 65.0 65.0 80.0 90.0 N / • "• 73'• • 60.2• 60.2 74.3 74.3 74• 63 • 73' 62' - - 80.0 80.0 m I 6 0060 06 •• ••* vmj 0 • 6 6 ADDL.ANCHORS REQUIRED AT CENTER OF UTES AND MTG.STILE ENDS. _ • 6:09 6 666 06060• 9 0 ' 0000 Ow i *000 i 6 (�/ ) (?/R+d}• (1/3x7 (1/3 (1/3x7 (1/4W) (1/2x7 (1/4W) • •000 •• •666• r QNM�1 • • Z Z� • 0 • •6•• OPERAnVj M,*0 BE 1/20OF THL•WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 3 _R • 0. UD 12 XO OR OX' 'XOX' 'XOX' 93 0 X.TYP. BUCK 006 $ Tw. BUCK AIMS suatc oEtds ,0 �Il�oa FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME Acap�ttO - JC/e�j QS FIANCE DIMS I I FLANGE DIMS I °81Q GC_o n�v p a �Qy dv Ni u�ct m �d8�� FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 1;W.JAVAD AHMAD 9 FLA PE%70592 . TSP. MTC. RAIL: H.D. MTC. RAIL: CAN. LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION I5 W10-18 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 oY 11 i DEBICN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSR 4 V y (x0 OR ox SIM) (XOX SIZES) (XOX SIZES) BUCK DIMS. CLASS YTP®'A'k'AI' GLASS TTMSS'B'B'Bl' BUCK DIMS. I GLASS IV WWAI' CLASS TTP83'B'&'BI' BUCK DIMS. CUBS TYM'A'h'Al' CLASS tYMd'B'&'Bl' o WIDTH HEC;HT EXtj+) INT.(-) EXT.(+) INi.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) WT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) SVT.(-) Z 3 25-1/2' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 1. 654 6" 80.0 80.0 8 36' 25. 65.0 65.0 60.0 80.0 105-1/4" 25' 65.0 65.0 80.0 80.0 105-1/4" 25' 65.0 65.0 80.0 80.0 g 52-1/8' 65.0 85.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 gd 73' 65.0 65.0 80.0 80.0 73' 65.0 85.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 d El 25-1/2' 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 80.0 a GOI 36' 37-3/8" 65.0 65.0 80.0 80.0 110' 85.0 65.0 $0.0 80.0 110' 65.0 65.0 BOA 80.0 0 a 52-1/e 85.0 BSA 80.0 80.0 73' 85.0 85.0 80.0 80.0 73' 49-3/8' 65.0 85.0 1 80.0 1 80.0 V p .~i 73' 65M 65.0 80.0 80.0 105-1/4' 49-S/8' 65.0 65.0 80.0 80.0 73' 62' 85.0 65.0 80.0 80.0 7ry�&�g' 25 agyQQ� -1/2' 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 Y s,�-c49-5/8' a$. 38' 65A 65.0 80.0 80.0 73' 85.0 65.0 80.0 80.0 G 34 s 52-1/8' 65.0 65.0 80.0 80.0 LOS-1/4' 62' 61.6 61.6 80.0 80.0 Z Gv 7 • 85A 65A 80.0 80.0 110' 60.0 60A 80.0 80A 1 • • 2S-ty� • 65.a �IS 80.0 800 b • 0000 • • 36 ,• 85.0 85.0 80.0 80.0 • ••.• 52-1f: we 65.0 65.0 SOA 800 73' 60. 60.2 80.0 no n • • 000000 • •.•• •• •• 00 m • 0000 • • y! 0 000• (1✓2W) '04" o 1TH 4". • 0/30 (1/3W) (1/3W) (1/4W) (1/2W) (1/4W) ryi •• •✓ • til • 0000 • • 00.00 1T-h m • ••••OPERATINGOVEh i0 BE 1/Z OF jfX WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH • • • Zz� • 0000 00•••:'X0 OR 4 • XOX' 'XOX' 3c_ • • 0 BUCK DIMS o FIN FRAME r �•�o�ao 01� ?8ES eaROcaapl91o9 Ut°VWd8 O a m n o W Building .. FIN FRAME c- � E5 1 `l�V2o //AHNAD � •� 13Y PM&M CML STD. MTG. RAIL: H.D. MTG. RML: LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO ±80.0 PSF Engr.JAM GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) `� ) Browing no. AND FLORIDA BUILDING COMMISSION W10-18 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 11 1/8"ANN.GLASS 1/8"HEAT STREWO GLASS L!�j .075'Intertoyer 075'lnterZwh safe.CP With PET Care Sonex CP With PET core o' OR'Eastman Chemical Co.' By'Eastman Chemical Co.' OR Q J 0.90"interlayer 09D"Iar Safez Clear AnClear Color Glass Sofex Gear And Color Glace L� By'Eastman Chemical Co.' By'Eastman Chemical Co: T Ia OR OR .090"urar Interlayer 090'IntSono yoe Kuroray SenlryGlas Kuroray SentryGloe By*Kwuray America, Inc.' BBYR'Kuroroy America, Inc.' C OR O 090'Interloyer 090"Interlayer ] h Kuroroy Butacits PVB Kuramy ButacRe PVB (��a ,H By'Kuroroy America,Ing' BY'Kuroroy America, Inc.' O,C! vq 1/8'ANN.GLASS 1/8'HEAT STREN'O GLASS O d p SILICONE SILICONEGE GE 1200 12W ;�1 • •••• m DOW CORNING 899 g m DOW CORNING 899 ti S DOW CORNING 995 DOW CORNING 995 r ' • • ••• • • MI • iv Ml • • • • 0 VI Of • • o • o n • • • AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES N •••• • ••• ••••• 7 W O • • WIDER THAN 36' WIDER THAN 36' Ell •••• • •••• 0 •••••• •a GLASS$TYPE 'A' GLASS TYPE 'H' • *we: • • 5,AP"AA OL LAM CLASS 5/16'NOMINAL LAM.GLASS • �� • •••• •••• : ••?A'•AN.GLASS 1/8"HEAT STREN'D GLASS • • •• • •• 075'Interlayer 075'Interlayer 3 • •••• • ••• SON CP With PET Core Saflax CP With PET Core Z Z •••••• BY'Eastman Chemical Co: By'Eastman Chemical Co. • • OROR 090'Interloyer 090'Interloyer (� _ Safex Clear And Color Glass Sollex Cleor And Color Glass By%astmon Chemical Co.' By'Fnslman Chemical Co.' O, OR OR 1/4'AIR SPACE090'Interlo r 1/4"AIR SPACE 090"Interlayer Kuroray San ry(;tos KUmfoy SentryGlos By Kuraray Americo. Inc: By'Kuraray Americo.Inc.' yg� 1/8'ANN.GLASS OR 1 8OR 'HEAT STREN'D GLASS _090'Into 090'_=_ / rlayer LLLIIII Kuroroy 8uta cite PVB Kuraray Butaette PVB ° $e By'Kureray America,Inc: BY'Kuraray America.Inc.' _ 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS PsARODB, olideFi BaBdtng SILICONE mSILICONE A GE 1200 GE 1200 ExPDato �Zt7z0 z DOW CORNING 899 �[a� DOW CORNING 899 M1 DOW CORNING 995 N g Y1 DOW CORNING 995 By y At °o�affioo I XL EDGE SPACER XL EDGE SPACER $8 ST.STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' C a m a o w OR OR a DURASEAL BY'OUANDC' OG DURASEAL BY'OLIANEW o O OR O OR 1 E9 SUPER SPACER BY'QUANEX' a F9 SUPER SPACER BY'OUANEX' Fiigr.JACIVIL AD AIYAD / 2 7069 Y7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES FIA PE CAN.AT GLASS TYPE 'At' GLASS TYPE '1111 0.70'OVERALL WSUL LAY.GLASS 0.70'OVERALL MSUL LAY.GLASS drawing no. 201 W 10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'A7'&'Bt'MUST BE TEMPERED. sheet 4 of 19Y ANCHORSrTPICAL T,,,RE FLANGE & FLANGE ADAPTOR FRAME WOW 9O(9t TYPICAL ANCHORS d d.': I .•. •• SEE El". Y iJ e FOR SPACING t.r_________________ 11 7" J •:q" a '< EDGE DIST.** 3 11 Mtz-DME COUNTY APPROVED I I 0 11 MWJON&MULLION ANCHORS 1I '�' EDGE DIST. I = I�SEE SEPARATE NOA 11 Te a \ I EDGE DIST. 11 l7 1 1� I TYPICAL ANCHORS STEPICAL ANCHORS 0 4�c • • 1 '1 FOR SSSEE PAACING FOR SPACING 1< (p ou• • •• • • • 2 3/8 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. • •• I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • •• : • : `� AND TRANSFER THEM TO THE BUILDING STRUCTURE. m • • •• 04 TYPICAL ANCHORS: SEE ELEv. FOR SPACING • • • • "I 2-3/8"MIN. • •• • • •••• • —� J/4" 01A. TAPCON BY 'fTW (Fu-m Ks,FY-92 Ksi) 012 o • 1/4" DUI. ULTRACON BY 'ELCO' (Fu=177 KSL Fy=156 KSI) O • •• • • •••• • `�` INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • • ••• �' �� (n LL • •• o _ `, 1-1/2" MIN. PENETRATION INTO W000 • • • •••••• .J J • • • I's pw 09:010* d a WHEN USED THE MDL WOOD SUCK THRU 1 BY BUCKS INTO CONC. OR MASONRY $N M O d a = DEPTH SHALL BE 2W.THE USE of 1-1/4" MIN. EMBED INTO CONC. OR MASONRY g^ O M • • • x DEEPER OR BEVELED WOODBUCKS IS • • • 0 m MINTIED. DIRECTLY INTO CONC. OR MASONRY Z z • • • • • Qy 1-1/4" MIN. EMBED INTO CONC. OR MASONRY .0 • • o= W • 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK=i/8") 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) $ tI TYPICAL EDGE DISTANCE o c- 815 t INTO CONCRETE AND MASONRY = 2-1/2" MIN. , TWO WOOD STRUCTURE = 1" MIN. • z $ I MS i INTO METAL STRUCTURE = 3/4" MIN. t I t WOOD AT HEAD.SILL OR JAMBS SG- 0.55 MIN. o a n v CONCRETE AT HEAD,SILL OR JAMBS f c - 3000 PSI MIN. o o S F A o 0 t I C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fm= 2000 PSI MIN. S$ &nO � o 1 Eegr.JAVA®p AHNAD �I 9 FLA PE 4s a CAN.35 82 \ p:1 • a 4 PRODIICFREVL86D •• •1*_ .• �� '.• 4•P q .• •. N ffiCORijdy111StM)th 1110 FL07L/LH •a V $ EIXIE It •g A000ptaocoNo / .05 " LEVdrawing no. " 'e' NZ TYPICAL ARCH '• 4 s I TIPICAL ANCHORS „� / AUG 2Q15 SEE ELEV. •-A.. a SEE E . ...WOOD BUCK FOR FGR SPACING - ., FOR SPACING By W10-18 MIaIN Pialud to sheet 5 of 11 FLANGE & FLANGE ADAPTOR FRAME u 1/4'NAY. SUCK WIDTH 1/e wx p SHIMS SHINS 3 TYPICAL,ANCHORS VENT WIDTH (/�\)�WIDTH FLANGE ADAPTOR FRAME 0 k � FOR SPACINGot 18 a O ti. rFA 2 WOOD 0$n Yn °' ..-SCREENS OPSONAL _.._ -- -.: .._.. .._.._.._.._.._.._.._. WOOD STRUM • Wz !:1 • Z Z • �':�' • -:*WOOD SILKS •• 41 • ••• • • • XOX LAYOUT EXTERIOR TYPICAL ANCHORS • • • • D.L OPG. SEE ELEV. •..• FOR SPACING • •.•t�-' • • • `' � • • • MM-DADS COUNTY • • •...•• APPROVED NULUON NU ANCHORS S SP n • ••.• •• •• •• SEE�'�+AR^TE NOA ® � • • BUCK.NI 1,11 BUCK TAM O ALTERNATE 1V K •••• • ••s• SWEEPo LOCK •.••.• • • 1 OPTIONAL TO N • ••.• • • of** i r__l i SPRING LOCK z ys} • • • ••• i it � N�� • •••• •••• : •••"ifJ I I O04 II • • • • I i Z Z 4.•. • _..-.._.._ IL I I 1 lel°J._.._.._..-__.._..-_-..-..-.._.. U TYPICAL ANCHORS E4 SEE ELEV.FOR SPACING PAODUt7'ABVtSSD � > � Bdws Co� _052.0 g T/��• BUCK WIDTH 1 VENT WIDTH t BY ade Produq s � TYPICAL ANCHORS O CO © - TYPICAL ANCHORS m z SEEEtEY. I SEE 8". FDR SPACING t FOR SPACING - al /4, o ffie$do _ INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND <m v o w 0 FLANGE ADAPTOR FRAMES. METAL STRUCTURE o Engr.JAVAD AH 1 .PE��pp •---SCREENS OPTIONAL - _ _ _ - - �cnC m 18Y � Es WOOS SUCKS E8 $ 7 EXTERIOR � AJJ6 0}y drawi0 X0 LAYOUT D.L.OPG. sheat 6 Of 11 " "`ANCHORS METAL EQUAL LEG FRAME SEE E1FI. STRIiCfURE lay FOR SPACING WOOD BUCK ..'v.. I .. TYPICAL ANCHORS f—"""'-----'------1 c SEE ELEv. r-------------------, e< FOR SPACING o ¢ 1 I MIAMI—DADE COUNTY APPROVED !I Z TYPICAL ANCHORS d a' •' -EDGE DIST.- G & I MIUWON&MULLION ANCHORS j o • ,e il.."- .e.. _ c+ E 1 I SEE SEPARATE NOA I :• « N DIST. DIST 11 g ;. ". 6 IL 4 14 Al 2 1 h E3 S � TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING ♦�i 1 Q2H-Si • • EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 8 • •• • • • ••••• • INTO W000, CONCRETE OR METAL STRUCTURES a b g • • TYPICAL ANCHORS MTHOUT THE NEED OF A WOOD BUCK. � ••••• SEE E1Q 10900 • • • FOR SPACING 0 • 2 3/8"YIN. • • • • 1/4"MAXBUCK,WIDTH m • - SHIMS M •iiii• •• 1 • • • 00000 • i ..• • •4 - 0.0.0 0 • • a V• 1 a 'Q ryj o • •••• • - 2-3/e"MIN. O w • • so • • 1 1/4.O • 0000 --- ---- = • 0000 0 •IYi • 00; 0 �C'4 �I • • �•• • •• ' ^ ``' 0 3M a • v 4• WHEN USED THE YIN.WOOD BUCK Z Z w • ••0• i ....-............................ CC N o DEPTH SHALL BE 2W.THE USE OF MIAMI—DADS COUNTY S O o • ON.:W : �I M 3 1 DUPER PERIfiE R BEVELED WOODSUCXS IS �UWQV A CION (J 0i V E6 SEE SEPARATE NOA U m •� o.•. BUCK WIDTH BUCK WIDTH O i t ' E7oil 1 1 1 _ cm«gnq N3 I PRODUCTREMED O `• o 1Dui1dfivI 5 c a m o 0 $1 2 I{ \ Dim !��O 'TYPICAL SEE ELEV. FOR FOR SPACING 0 1 11 I BY Engr.JAVAD ANYAD I E et a d FIA.PEE#70592 .- - _ 44 .. CAN.35 EbGE •ST. a v v- '�• - :' a -•a .� ..a TYPICAL ANCHORS drawing no. TYPICAL AkHORS >.A SEE ELEV. Dv. 1BY SEE • a ••'t- - FOR SPACING ( '7 f{�ih W10-18 WOOD BUCK FOR SPACING .•^ sheat ] Of uwsrRATrvE OT1S.ONLY TYPICQ_ANCHORS FIN FRAME Lqtj 5 EXT.OR INT.FINISHES SEE Fes' NOT BY CGI FOR SPACING a Z 3 it T 1/2" \ g 0 a HOUSE WRAP \c3 TYPICAL ANCHORS: SEE ELEV.FOR SPACING �o a � NOT BY CGI 8 SMS (GRADE 2 CRS) j .0 A2 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES y eAcxEIEG 1-1/2" MIN. PENETRATION INTO WOOD E3 CAUUONG Q <C4 • .i Zm • 0000 i 6.900 0 • N 0000 .i . Cn . . 0000 .. •. o p� 0000 .. O • • 0:00410 0 WOOD STRUCTURE 1/4"MA%. BUCK WIDTH 1/4-MAX. � O N • i 0.0 - . NOT BY CGI GAP GAP N o -ir�y 1/2"MTV. 1/2"MM. U)N m • ii.• 0 V• ..• _ ONM j .~ • • i v 7-O W i � .�.• � E2 y o—,. USED CAULKING o a � SCREENS DPT. 4WFRtAP HOU 1 NOT BY cot EXTERIOR o m B2 BACOED CAULKING Engr JAVAO AH IIAO FLA.PE++70382 HOUSE WRAP PRODUCTRBVISBD C.A.M.'5538 NOT BY CGI 1 1/2" ? �rnmplYO+ewh "i•7otide A ��5 UG 2U15 drawing no. 7YPICAL ANCHORS 6y IN10-18 SEE ELEV. M Product Conic FOR SPACING sheet B of 11 ITEM PART B QUANTITY ABSCRWT10N MATERIAL MANF./SUPPLTRR/REMARKS r� E1 CGI-100 - FRAME JAMB•flXED CLASS 6063-T6 CGI EXTRUDER ICU 4 E2 CGI-113 FRAME SILL 8083-TB CGI EXTRUDER E3 00I-102 - FRAME HEAD 6083-T8 CGI EXTRUDER 0 E4 CGI-103 - MEETING RAIL 6063-TB CGI EXTRUDER J E5 CCI-104 - LOCK RNL 6063-T6 CGI EXTRUDER F E6 CGI-105 - HANDLE RAIL 8063-T6 CGI EXTRUDER `C'S E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER EB CGI-107 - 5/16'GLAZING BEAD - 6063-T5 CGI EXTRUDER E9 CGI-108 - 0.700'GLAZING BEAD 8063-75 CO)EXTRUDER At- Ell CGI-109 - FRONT FLANGE ADAPTOR 8083-T6 OGI EXTRUDER (�0 L.AH E11 CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER YI L9 E12 cm-i35 - TF FRAME JAMB•FIXED GLASS 6063-T6 CGI EXTRUDER ><p E13 CGI-136 - TF FRAME HEAD 6063-76 CGI EXTRUDER °B 01`8ff E14 CGI-139 - TF FRAME JAMB 6063-76 CGI EXTRUDER a EIS CGI-i10• 1'MUNTIN 6083-75 CGI EXTRUDER )L p • 1 CGI-*Io* • _ • • S'MULLION 6063-76 CGI EXTRUDER a • • E17 CGI-905 • - FRAME 8083-75 CGI EXTRUDER • 1 CGI-f1 • •• _ SILL SNAP IN 6063-76 CGI EXTRUDER O Etg CCI-IlT- 0 FILLER 6083-T6 CGI EXTRUDER N E20 CGI-116• _ ••••PMAME JAMB 6063-T6 CGI EXTRUDER • •i2�• CGI-i1i - so W LOCK RAIL 6063-76 CGI EXTRUDER n CGI-T38• - • • TF FRAME SILL 6063-76 CGI EXTRUDER m • CCI-Tog ftNT FLANGE ADAPTOR 8063-T6 CGI EXTRUDER0 La m • M7• OGI-384 ITIAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - Q f %p CGI-111 - SCREW COVER(OPTIONAL) PVC - M3 66-112 3'• AN 156&LEG COVER/SHIM PVC - N o • ��• _ •• 0.740'X 0.04f7•lEfl •E1200 SILICONE SILICONE GE I MS - X 0.0 S DONT 995 SILICONE DOW 80 O 3 t�eo M6 - 0.700'X 0.0 "WAD SOW 899 SILICONE DOW • N 2/LITE NG BLOCK EPOM OUROMETER 80*5 SHORE A 3o_n M8 - • • PROTECTO WRAP WATERPROOFING OR EQUN. M9 884 - ROLLER TRACK PVC - V Or m�'. MID CCI-128 2 PER SASH ROLLER HOUSING NYLON - 0 M11 W2320ING - PILE WITH CENTER FIN WOOL ULTRAFAS OR FAUN. M12 CGL-129 1 PER SASH EGRESS LOCK ALUM. SULLNAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTOIFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M16 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. o E' M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. 6o M18 CGI-132 2PER WD.2' SASH STOP PVC PROTOTYPE PROAUCTRBYISE �i g tttss3£bI mm cptYbtB Whb die F{olida M19 CGI-111 •FR.HEAD SCREW COVER PVC PROTOTYPE ®uildinB COdo M20 CGI-125 2PER SASH SASH CAM(B/T BALANCE) NYLON M&M A ' 0 .. �• M22 - VARIES HI-FLO WEEP COVETS PVC AMESBURY OR EQUN c m L- A� o 41a9d PToduU Con i tl1 0�a 8 S� 52 - 2 OR 3 PER CORNER 0 10 X 1 1/4'T.G.PHL PM SMS. ST/ST.ASSEMBLY SCREW - - C<m U C W S3 - 1 1/4'EMBED. 8 X 1 1/2'LG.PHL PH.SMS.FIN ANCHOR SCREW S4 _ 4 PER W0. 8 X 1/2PH.SMS.ST/ST BALANCE BRACKET SCREW - - o SS 2 PER WD. 8 X 1'LG.FH.SMS. ST/ST.SPIAL B.ASSEMBLY - - Emr..JAVADD AHMAO 0 6 X 1/2'LG.FH.SMS.•CCI-133 &CAM LOCK CIVILS SB - 4•M.RAO. 10 X 4'LG,PHL PH.SMS. ST/5T.ASSEMBLY MEETING RAIL - - F LA. 78592 d PER ANTOJFT 10 X 5/8'LG.PHL PH.SMS. ST/ST.ANTILIFT SCREW - - 472015 droWTng no. W10-18 sheet 9 of • 2.440 2.440 2.113 .08.5 .490 .120 tt V 5 • 4 1.015 .705 .050 •7�l .DSO TYP. Z Z.tOt J IF7-1 1.301 1.601 083 1.3011.SS0 1.880 .884 .852.846 .065 I r I 1.220 1.007 } FFFIII a 2.346TYPO 5/16'GLAZING BEAD O .700'GLAZING BEAD 0 085 1.395 d. 1.135 1.155 • 1.449 t.Oi5 Lots 1.355 .745 Ett NAIL FIN ADAPTER I'^--1.395 7[Q[YO E13 FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL 1,495 .050 1� .050-�I �3 V•+$ a 1.015 1.015 F1,710- •065 h--1.413 �Qy 3 085 • ••1 1.140 T1P. 4'Zj 2.254 M3 FLUSH FRAME COVER M2 SCREW COVER b S • 1.255 • •• • •• 1.015 0 •• •• 1.220 • • • 080 FL • ••• 089 ••• 3.91!0 A6.S -A L • •0 3.6&3*4.430 7� • 2.85• •• 3.185 TIP. 2.883 1.043 w • ••• •• •• • O LOCK RAIL E19 SILL FILLER • • • ••• • •••• 1.785 Ori • Ow ••• •••• t.aso 180 10 0 • • 6440 ••• •• 2.440 FLAN _ .050 to N • 2.310 � O M n • •• �FRAME TILL ••••® FLUSH FRAME SILL tots i 1.220 Z_z • •••• 2.737 • ••• : 2.737 E23 FLANGE ADAPTOR 65 • oes t.oa3 U TTP. TTP. 0 E21 ALT. LOCK RAIL O 2.505 2.613 2.505 2.613 63' 92 65 o a .500 .997 2.195 z737 LotszE74 FLANGE FRAME JAMB (MOVING) @FLUSH FRAME JAMB (MOVING) Btl Om° etg$$ E6 HANDLE RAIL 1.023 _ 0 2.505 .065 IYP. 2• 5 .085 TYP. �JAVAD a1� - 1 CML 1 '� FLA PE 70592 i3 l.oIs 1.015 CAN. 1.395 .745 1'RODIILTREVI3W .085 as complglcgadUtlho PlOtlde ,4 n /� 0 201. O l.000 Sao T 1.745 1.245 1.015 drawing no. B7 W10-18 E12 FLANGE FRAME JAMB (FIXED) Et FLUSH FRAME JAMB (FIXED) O SASH RAIL M ° ' sheet10 of 11) sz o o1ao e 9999 . o 9999.. --77 • 9000 •• . 009♦ 0 �1 N 0 FRAME TOP CORNER • • 0990 •• •• •• � • • • ♦ fA 0090 • ..• 9099.• a • • SENT TOP/BOTTOM CORNERS s2 S w 9990 • 0009 4 0� 9009•. • • W • • • • 0000 N • 0000 • • • •9999• / � �N� • • 0990 •• 0909.• / � $�M� • • ♦• • •• • • • ' §0 m^ • 0900 • • i 30 ; 0009.•• @ 0 • • LE 10!11-k ��PRDUCP REVISED m g z tffiiUdd*Coat dxiNbdde A Dato 0 wWith $o 9v 9a BY COR 0amoou O o � FRAME BOTTOM CORNER Emqr aAy� IMAD FUS PE I 70 � draw0 FIXED MTG. RAIL CORNER M IAM 1•DADE 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) .yww.miamidade.gD/economy CGI Windows&Doors 10100 NW 25th Street I Miami,FL 331.72 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 130"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: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.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. . INSPECTION: A copy of 4kis•eatire-NOA shall be.provided to the user by the manufacturer or its distributors and shall be avaik1ble fpr ira tpecjioju j tJe'9b site at the request of the Building Official. This NOA revises and renejys1NIQ,$#'40732.05*id.^sists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewedby x Manuel Perez,P.E. • • • •• •• NOA No. 15-0413.03 MIAMMADE CO®TY •• • Expiration Date: September 22,2020 I /t; hi • 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 1 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) Laige Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseale and Super Spacer(ID insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2}Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 j 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-0080-0JQ3;JQ, Oaled 93/10/10,.4gned and sealed by Vinu J.Abraham,P.E. (Submitted Antler 1Sr4AM.10VV 13) •• • • • • ••• i - 00 1 ... . . . • Manuel z,P.E. • • Produet Contr I aminer ' .. NOA N . -0413.03 . .. i .. . . 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-51b Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ' (Submitted under previous NOA No.14-0731.115) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10,issued by j 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 "Sent1gjl JSP"•A+luminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/t5.0.: • • ` • . •• . . . . .•• . 0:0 0:9 600 000 Manuel Per X. Product Control E m'ier •: :. • .' :• ' ; . % NOA No. .5-0 3.03 • • '•• • ' • Expiration Date: September 22,2020 Approval Date: .Iune 25,2015 ••• • • • • •Y• •E-7* • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V a Fuad WIDTH BUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS N4" c D.L.OPG. yI D.L.OPG. Ci DA_OPG. m p 3 MAX HEAD/SILL A S1�LORTER Al •kgr@• S }� CORNERS SIDES mD ANCHOR SPACING SHOWN HEREIN APPLICABLE C Ty g� F ie TO FLANGE AND FLUSH FRAMES. a' o O SEE SHEET 1.1 FOR FIN FRAMES. p U 11 II 11 It �mGT ••• �•an_ •• C •••--•-----••---y•-_rIIuI1II°1rII1III=--_-_/�-_/�--•-•��LIIIIIuI}IIIIIII---•--•--•-• mtnoc �' C1 - ----y---111IuII1Ii�r11III111i-_---_---j/-_-/-----_-.iIII1rru1aitIII11i------ m NZZSSF iW�� ---_�JIi1II❑Ii1I1ILtIIi---i. -�11III1i11III1i ------ g(h HEIGHT K Ms---- -IL Ir---- o• r• • 1o 47i8. oH q'EllD.4 OPG•n it • • •••jj o%. IT �QA (ld- p�� • n u u u u u `� • •• 3�r= 48' 46' V eucac WIDTH A�wSI`�• D.L.OPD. BPL.� K OPGm TYPICAL ELEVATIONS W b 8 16'MAX. I.J.HEAD/SLL "'�s S• 7d A. CORNERS SIDLS� tO � � I m � o CY I h II II �mG7 it II �� d � 11 II I I 11 m $ 11 I I O 0.Q .. 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OPTIONAL STWZ HFAD/Sltl STRAIGHT CORNERS MIDDES o y� SIDES CORNERS SIDES FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET i ALSO AVAILABLE FOR FIN FRAMES _ - 8��8$ o q Dq.JAVAD A1W PRODLCTREVISBD v Cl aI m nA w plying wbb On Fimma PE ta� r A2015 ah1._ 1.P�1 draw�y W10-02 sheetl.lof 6 DESIGN TOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSF I I FLANGE DIMS. BUCK DINS. GIASS TYPES'C'&'Cl'GLASS TYPES'D'&'DL' FLANGE DIMS. DUCE DINS. GLASS TYPES'C'&'Cl'CLAN TYPES'D'&'D3' I I !18 t o� �• WIDTH(WD LENGTH(L)WIDTH(W)LENOTH OCL(+) 1NT.(-) DCL(+) INT.(-) WIDTH(1Y)LENGTH(L)WIDTH(W)LENGTH(L) E%L(+) 1NI.(-) IXf.(+) ' INT(-) �Y 24' 23' 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 30' 29• 80.0 80.0 80.0 80.0 10• 114' 29" 113' BOA 80.0 60.0 80.0 L 36' 35' 80.0 80.0 60.0 80.0 38' 35' 710 73.0 80.0 80.0 s 42' -w 41' $. 80.0 80.0 80.0 Bo.O 41' 40' 61.4 61.4 a" 80.0 $r V 4B• 47• 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 1 80.0 F.... 54" 53' 80.0 80.D 80.0 80.0 30' 120" �• 118' 80.0 80.0 80.0 # n 80' S9" 8DA 80.0 80.0 80.0 36" 35' 72.4 72.4 BOA 81' 80' 80.0 BOA 80.0 80.0 39' J8' It!" 65.9 80.0 24' • •i3' 804 8D.0 60.0 80.0 24' 23' 80.0 80.0 80.0 WIDTH vY II..Orx 30" • 29• 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 VERTICALLY AFID OR HORIZONTDIMENSIOALLY A CAN W ABOVE ED yy�4C • t •• • 121' 120' VERTICALLY OR H01820NTALLY AS SHOWN ABOVE. • •i9• '" • 80.0 80.0 no 3$ 35' 72.3 72.3 80.0 Z N s • 420 4a;:400 419 47'• 70.0 70.2 80.0 80.0 �' J8' 85.8 65.8 80.0 80.0 • •We 47: • BIJ 61.3 80.0 80.0 oil S3BUCK 54' " • 616 613 80.0 80.0 C� 60• 59• •• 11.3 61.3 80.0 80.0 ^ • •*t• •• 80' • as 61.3 80.0 80.0 DESIGN WAD CAPACITY-PSP H • • • •• 80.0 80.0 60.0 FLANGE DIMS. BUCK DIMS. GLASS TYPES'C&'CI'MASS TYPES b'&'DI' FLANGE FRAME a • ��' ' • 60.0 80.0 80.0 80.0 WIDTH(W)LENGTH(L)WIDTH(VII LENGTH(L) EXT.(+) 1-(-) EXL(+) 1NT.-) • 00409 • 800 80.0 80.0 19-1/8" 18-1/6• 80.0 MO BOA 80A � FLANGE DMS- 429 IMS- • •4* 60"• 411 S8.• •1q•2 70.2 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 &lA 80.0 Z N • 48• 47' •• 1 61.3 80.0 80.0 37' 26. 36" 25, 80.0 80.0 80.0 80.0 BUCK DINS O 54' ST 54.3 54.3 72.5 72.5 48" 47' 804 80.0 80.0 80.0 Ow • •60� 004 • • 0#4 48.8 85.1 85.1 53-1/9' 52-1/8• 80.0 solo 80.o eG.o C3 w 81" • 4w • •e" 48.8 65.1 65.1 61" 60' 80.0 80.0 no 80.0 f/1 • •�i 2Z • Sol 80.0 w.o e0.o 19-1/a. to-t/B' �.o BOA solo 60.0 FGUAL LEG FRAME 3O" •• •4w 80.0 80.0 80.0 80.0 26-1/2' 25-1/2' solo _60.0 80.0 80.0 3 N 38' • 3� 80.0 80.0 80.0 60.0 3Y 36' Bob 80.0 80.0 BOA rl Q 38-3/8• 37-3/B" z u 42' 72. 41" 71" 70.2 70.2 80.0 80.0 48' 47` 77.1 77.1 80.0 SDA BUCK DIMS � Z_Z 48' 47• 61.3 61.3 80.0 80.0 53-1/8' 62-1/8' 77.1 77.1 80.0 80.0 3.0 54' 53' $43 54.3 72.5 725 61' 601 77.1 77.1 80.0 80.0 O 80" 59• 48.8 48.8 60.1 85.1 19-1/8' is-1/0- 80.0 80.0 80.0 80.0 U g,..j 61• 6o' 48.0 49.0 64.0 64.0 26-1/2" 25-1/2' 60.0 80.0 80.0 80.0 24' 23" 80A BOA 80.0 80.0 37' 38` 80.0 80A eoo Bolo .FIN FRAME so-s/6' 30' 29' 80A BOA 80.0 BOA 48' 4Y 61.3 61.3 80.0 80.0 49-5/8• KICK DIMS 36' 35' 782 78.2 80.0 80.0 03-1/8• 52-I/8" 98.0 58.0 77.4 77.4 1. 41• �. 704 70.0 80.0 80.0 61' 60' 68.0 58.0 77.4 77A _gg 48' 47" 613 61.3 80.0 80.0 75-1/4' 74-1/4' 58.0 58.0 77.4 77.4 0 54' S3' 54.3 543 72.5 725 93-3/4' 92-3/4" 58.0 58.0 76.5 76.5 FLANGE ADAPTOR FRAME 58' 55' 52.4 52.4 693 69.8 19-1/8" 18-1/8• 80.0 80A 80.0 no 0 m z 24' 23' 80.0 80.0 80.0 B04 26-1/2` 23-1/2" 80.0 80.0 BOA 80.0 FLANGE{XIS --�,I 30' 29' 80.0 80.0 80.0 80.0 37' 38' 80.0 80.0 80.0 no J8' 97. 35• 86. 75.8 75.6 80.0 80.0 48' �• 47' 81.3 813 80A 80.0 % -- 42" 41' 65.2 63.2 50.0 80.0 53-1/8' 52-1/8' 953 553 717 73.7 NOTE: C m o 0093.-^qo as' 47" 60.6 60.6 SO.0 80.0 61' BO" 46.0 48.0 84.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE S g s g g 49' 48' 59.8 59.6 80.0 80.0 75-1/4• 74-1/4' 46.5 46.5 61.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 3. 2a' 23" 80.0 no 80.0 80.0 19-1/6' t6-1/6' 80.0 80.0 eo.o Boo AND FLORIDA BUILDING COMMISSION 30' 29' 804 BDA 80.0 80.0 26-1/2• 25-1/2' no 804 80.0 e0.0 DECLARATORY STATEMENT DCA05-DEC-219 2 38' 102' 39' 101' 74.8 74.8 80.0 80.0 37' 38' WM978.9 80.0 80.0 JRIAD AVIItAD78' 75' CMI. i'RODUUI'ItBVISBD �� n complying with dw Flodde42' 41' 85.7 65.7 80.0 80.0 48' 4Y Bt.3 80A 80.0 �• 7538BuildingCode40' 45' 593 59.3 80.0 80.0 53-1/8' 52-1/8' 353 73.T 73.7 Aeaptance ND Q �24' 23' 80.0 80.0 no 80.0 61' 60' 48.0 64.0 64A Rx Indian Date $ .b 30' 29' 80.0 80.0 80.0 80.0 by 38' toe' 35' 107' 733 733 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 015 Mlam lkaduct dlnwtng no. 42' 41' 62.4 62.4 60.0 60.0 W1 d-d2 44' 43' 59.1 59.1 80.0 60.0 9h08t Q oT 6 3/18"ANN.GLASS 3/18'HEAT SfREN'D GLASS a 075'In wax CPv'A 1 PET core Saflex CP' PET Care g O'Eastman Chemical Co: OAR'Eastman Chemical Co. ; 090't teriayer 090'Interloyer J Saflml Clear And Color Gloss Saftex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR 090'Inted%vr 090'Interlayer d o Dupont SantryGlos DuPont Sent I= 0'EI.DuPont De Nemours&Co.. Inc.' E.I.DuPont De Nemours&Co..Irm' 090'Interlayer 090"Interlayer G� Dupont 1344=111'sPVB DuPont Butacite PVBit • •• By'EI.DuPont De Nemours&Co„Na.' By'L1.DuPont De Nemours&Co..Inc.' • • •••¢ ,?• • • 3/18-HEAT STREN'D GLASS *AT ' EAT STREN'D GLASS • 0000 F E • A. Oj • • m• Zm Z •• • ii••• • • :1! • GE 12 O 3SILICONE GE CO 'y GE COE3 j' DONT CORNMG 898 nF3DOW CORNING 8995 DOW CORNING 995• 0000 :•0 I •0000 • •• •• ••0• C000•••0 'AT 1/4 PolNrs oN LrITs NTS ON LUES W • • • ••• •x9pERTHAN 38" N 3B" o� • 0000 •• • •Ci.ZS6.yp% 'C' GLASS TYPE 'D' � O w • •• ••i 7j.- LAM.GLASS 7/18-OVERALL Las.GLASS 00 (L.M.I. & S.M.I.) *1 0000 • P •••••• 3/T6"ANN•.GLASS 3/15"FEAT STREN'D GLASS • • 075-IntmbyOr 075'Interlayer GJ O 3 M Saflex CP W101 PET Cora Saflex CP With PET Core W'Eastman Chemical Co.' By'Eastman Chem(cal Co.' i o J g OR OR 090-Interlayer 090'Interloyer Saflex Clear And Color Gloss Soflex Char And Color Gloss � C9 p By'Eastman Chertdool Co.' By'Eastman Chemical Co! U.- 3/8"AIR SPACE OR 3/8"AIR SPACE OR 0 090"Interlayer 090'Interloyer DuPont SILICONE GE DuPont SentryGlas SantryGlae 3/18-HFAT STREN'D GLASS By'EJ, DuPont De Nemours&Co.,Inc.' By DuPont De Nemours&Co.,Inc: O WtY12W NTNG 889 090'Interlayer 3/18-HEAT STREWD GLASS 090"Interlayer W i it ji OOW CORNING 995 �y DuPont Bu qM PV. DuPont Butocite PVBiG By'E.L DuPont De Nemours&Co., Inc.' By'LI.DuPont Du Nemours&Co.,Ins.' n `o p. 3/18'HEAT STREN'D(SASS pp.. 3/18'HEAT STREWD GLASS M4 1! !i;i F SILICONE F SILICONE GE 1200 GE 1200 DOZY CORNING 899 s i°! DOW CORNING 899 SE .Do +„ DOW CORNING 995 \ i1 DOW CORNING 995 GE 1200 w a Y N7 ii ij G 'a Mt DOW CORNING 899 c d o o n li II II ro ii li ii a K '1 XL EDGE SPACER XL EDGE SPACER DOW CORNING 99513Y S S$ I!1� o v o w u 1 ST. STEEL BY'CARDINAL' I ST.sTta !j OPTIONAL GLAZING RETAIL E4 ij OR i i OR E4 r r DURASEAL.BY'OUANEX' DURASFAL BY'QUANEW GLASS TYPES 'Cl' & 'DI' OR OR o p SUPER SPACER BY'QLIANIX' 14 SUPER SPACER BY'QUANEX' Engr: IAVAD a i a p PRODUCL'RHVLSED ya' Fu PE 70592 mcomplytn8a'Lthdwilaii a [r M5 AT 1/4 NTS ALL SIZES M5 AT 1/4 ALL SIZES aBufldarBCadn ccGLASS TYPE 'C1' GLASS TYPE 'Dl' i1"OVERALL MISUL.LAM.GLASS 1'OVERALL INSUL LAM.GLASS (L.M.I. ONLY) MAY p _Cw drawing no. (S.M.I.} W10-02IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Cl'&'01'MUST BE TEMPERED. 1Sheat 3 of 6 TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MN. TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2ODD PSI MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. d INTO METAL STRUCTURE = 3/4" MIN. p� 3 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE FLANGE TYPICAL ANCHORS FLANGE V4•MAK. FLANGE FOR SPACING SHIMS 2BY WOOD BUCK VVV 33 e� OR STRUCTURE i. i! WOOD TYPICAL ANCHORS o d Q SEE ELEV. M2 s FOR SPACING .'o. TYPICAL SEE ELEV.ANCHORS 0 4 a0 ($p • /�1, • ;1•, � • �� ® 1 \� O ,o FOR SPACING .... . .. .. S2 MM., To • ••• ?._.•• 'O,.• I ." v ELEV. .HOT2S E3 i�' • ' 16T •••: •••M �fCI= • •••J06BUCK EL R • cn • • • • 00 • • • 1/4'MAXMAY. • • •• • •• • •MAL LEG • ••• i EQUAL LEG EQUAL LEG SHIMS.v. E2EQUAL LEG FN •••••• 28Y WOOD BUCK .o Y2 METAL N M B1 Ea I' i Al WOOD STRUCTURE C1 a• STRUCTURE TYPICAL ANCHORS in Z MZ Z — SEE ELEV. I FOR SPACING §i�-+� o:5 $ C7�� 0—M SEE ELEV. 0 E2 TYPICAL ANCHORS 1 o . FOR SPAC j j ING 'o °'•• R SEETYPEL ARK210RS 1 I M2 52 £3 . . ! SEE REV.` R ij�j TYPICAL ANCHORS 3S W000 BUfilly CK FOR SPACING 111 SEE ELEV. FOR SPACING $$ $ c m�a ry o WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. °9 o S 8 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o W TYPICAL ANCHORS: SEE ELEv.FOR SPACING J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. cm 1/4" DIA. TAPCON BY 'ITW (Fw120 KSI,FY42 KSI) INTO METAL STRUCTURES o *- 1/4" ]/4" DIA. ULTRACON.BY 'ELCO' (Fo=177 KSL Fy-155 KSI) STEEL • 12 GA MIN. (Fy = 36 KSI MIN.) Er4r.JAVAD AHM&D i INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ALUMINUM : 1/8"THK. MIN. (6063—TS MIN.) HA CIVIL PRODUCTRRYLSF.D 1 as eomplyins with Ore Fbdda 1-1/2" MIN. PENETRATION INTO WOOD (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) A20 BaUdngCoda Aceeymmtso IS-0¢T 0 THRU IBY BUCKS INTO CONC. OR MASONRY ,#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) irelboaDate 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' BS Miami P nhol droving no. DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAY W10-02 1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet 4 of 6 TYPICAL INSTALLATION DETAILS VrV THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURE OR INTO APPROVED MULLIONS 0 FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR it tib v °n S ANCHORS t/ . SHIMS 211Y WOOD BI1CN FOR SPACING Q 'I' WOpp TYPICAL RS 'o STRUCTURE OR • ��i)ES •• li j • • SEE EE EL EO.EV. METAL I. • • V ij ij • FOR SPACING v,v .' M2 TYPICAL ANCHORS52 • •r • ii f ' o Fort SPAc�IC z • �► C3 0 • E2 , ••.•• •••••••••E6d 1I1Y••• •1•� •• EgE2 S2 NHORS M2 • ••• Y - £ WOOD BUCK • •••i#SPACING • ,a •. ' •.–'9 EB – y Q000000 � 4 • • •• • •• 1/4'MAX. BUCK HEIGHT i/4" • GAP C's < NOT BY CWOOD GI 1/2'MIN. 1/2•MIK O N M n 2 3/8'MIN. F (E2) @� I I FIN FRAME M2 CG CAULKING 0 TYPICAL ANCHORS: SEE ELEV.FOR SPACING I o ,J8 SMS (GRADE 2 CPS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ___........ WHEN USED THE MIN. WOOD 1-1/4' MIN. PENETRATION INTO WOOD et BUCK DEPTH SHALL BE 2316`. o RN THE USE OF DEEPER OR u BEVELED WOODBUCKS IS HOUSE WRAP EXTERIOR c PERMITTED. NOT BY CGI ffi BUCK WIDTH BUCK WIDTH r—________— F MIAMI–DARE COUNTY I I MW 1–DADE COUNTY APPROVED I r 1 APPROVED MUWON I1 MULLION&MU ON ANCHORS 11 a o$ 1 I &MULLION ANCHORS l i SEE SEPARATE NOA j l „o.d SEE SEPARATE NOA 4SEE ______�J Eev: VAD AHMADamPAODUGT REVISEDlo SPEIf 705928ulldi4�.wdhtkailmido 'o' TYPICAL ANCHORS ELEV. BYdrawing n0. FOR SPACING Dario Product 1 /014 X I-SMS. Y 015 W10-02 sheet—5.f 6 2505 ITEM PART I QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS %.0U E, CGI-118 4/WDW. FLANGE FRAME 6063-T6 ro a �' E2 CGI-119 4/WOW. FLUSH FRAME/FIN FRAME 6063-T6 —T E3 OGI-121 4/WOW. GLAZING BEAD(LM.GLASS) 6063-T6 - g� IA95 .812 E4 CCI-123 4/WOW. GLAZING BEAD(LAM.INSUL GLASS) 6083-T6 - y ,995 Fm - ES CGI-,10 4/WOW. NAIL.FIN ADAPTOR 6083-T6EB W-109 4/WDW. FRONT FLANGE ADAPTOR X83-Ts - 0 M, CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-84 SHORE A G 1' M2 CGI-124 AS READ. SCREW CDVER-OPTONAL PVC - Q M3 CGI-112 AS REOD. FLUSH FRAME COVER PVC VV EI FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE(1 K 1/2 K 1/87 6063-TS - • ••g• MS - z/RILE SETTING BLACKS EPOM OUROMEFER 8515 SHORE A dl • • ••�-"1 .068 • • 52 #10 K 1-1/4• 2/CORNER ASSEMBLY SCREW PHL.PH SMS ST/SL - • --# • • z 3 010 • • I• • .(fly . .612 • 1.4 9•• • • • .995 065 • • • • gyp.0000 0 see 000 *0 Sv� ••• •• O • • ••FLUSH MFRAME •• • • • loose• .875 7 • I O • •••• so* 00 • I ••• •• .895 _•-97.5 LL • •••• • ••• •0 WELAT DED JOINT � A�DS Fn,QQTj, O GLAZING BEAD (LAM. GLASS) z 3 M Z Z ti, .120o , PRO TIP.T .885 IP. 1.000 --f'f 25 I 0 1.184--i .900 E4 GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) CIRCULAR WINDOWS o- -1.130— 1.130 h-.085 U 1.450 RECT. OR SQUARE WINDOWS teo �g=g 1.590 t.seo 550 .090 TYP. CORNER DETAILS G m o 0 1395 000mL c ESO NAIL FIN ADAPTER O FLANGE ADAPTOR n &grt JAVAO AF94A0 PRODUCT REVISED cNL 1.308 1.119 FTA. F 70592 Q4 CO1°PIy1°g with Use Fkdda CAN 3538 BuOdingCdo .180 AcupW.No 1 7.L�� @g imfoo Dale lain S b 28 .050 oes .080 1.061 � ZU15 Mie roductCoa L dmvring no. W10-02 O FLUSH FRAME COVER O SCREW COVER sheat 6 of 6