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WS-18-1242 ... � F .v .._ �..� ,_ -. � �-� � _. ..,.... �., - ,....,�,....�. .,e .,.v , _. . t� W �,..,..-�w.,. �. 5 �� i f � Y t, .��.. a ,,,._ - - - W ... f F I Permit No. W$-548-1242 e `yhoREs L�� Miami Shores Village Permit Type:WindowslShutters 10050 N.E.2nd Avenue NW Penork Classification:Window/Door Replacem Miami Shores, FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 FGORIDp` Issue nate:5124/2018 Expiration: 11/20/2018 i . Project Address Parcel Number Applicant t 162 NW 108 Street 1121360100060 Miami Shores, FL 33168- Block: Lot: JOVENS DEGAGE Owner Information Address Phone Cell JOVENS DEGAGE 162 NW 108 Street (305)849-9102 MIAMI SHORES FL 33168- 162 NW 108 Street MIAMI SHORES FL 33168- Contractor(s) Phone Cell Phone CARIBE CONSTRUCTION INC 305 256-5530 Valuation: $ 9,800.00 ( ) (305)240-7086 Total Sq Feet: 480 Type of Work:REMOVE WINDOWS AND DOORS AND REPLAC Available Inspections: No of Openings: 10 Inspection Type: Additional Info: Cla Window Door Attachment Residential Final Scanning:3 Review Building I # Review Building i 1 s Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 Invoice# WS-5-18-67489 DBPR Fee $3.00 DCA Fee $2.00 05/24/2018 Credit Card $ 180.00 $50.00 ,Education Surcharge $2.00 05/10/2018 Credit Card $50.00 $0.00 Permit Fee $200.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $230.00 r In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-named contracipy to do th�,wo ted. :/lam May 24, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy May 24, 2018 1 9 Inspection Worksheet Miami Shores Village _ 10050 N.E.2nd Avenue Miami Shores,Ft. T T Phone:(305)795-2204 Fax:(305)7588972 — Inspection Number:INSP-303747 Permit Number: WS-5-18-1242 Scheduled inspection Date:June 04,2018 Permit Type:Winaows(Shufters Inspector:Naranjo,Ismael „ Inspection Type:Final Owner. DEGAGE,JOVENS Work Classification:,WindowtDoor Replacement Job Address:162 NW 108 Street Miami Shores,Fl.33168- Phone Number (305)849-9102 Parcel Number 1121360100060 Project <NONE> Contractor: 'CARIBE CONSTRUCTION INC Phone:(305)256-5530 Building Department Comments REMOVE WINDOWS AND DOORS AND REPLACE WITH n'a ° Passed Comments IMPACT WINDOWS AND DOORS INSPECTOR COMMENTS False Inspector Comments Passed Failed F-1 ,._.., Correction - Needed El (Al Al ; Re-Inspection ❑ Fee No Additional Inspections can be scheduled until t t f C reinspection tee is paitt ff� - _ Fuer Incnactinnc ntaaaa ezW Y1n417A'1_4QAQ Miami Shores Village Building Department 8101 u � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 r r ! FBC 201�W1 BUILDING Master Permit Now'ster t PERMIT APPLICATION Sub Permit No. QBUILDING F-] ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS Ej CHANGE OF ❑ CANCELLATION [:j SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Ac-,2 NW U S S( J e ,+ 3 City: Miami Shores County: Miami Dade Zi 1(o 9- Folio/Parcel#: ( (— 2 I-:�(e:,— 0 (ob Is the Building Historically Designated:Yes NO Occupancy Type::5r--K Load: Construction Type: C ,3.S Flood Zone: _BFE: FFE: OWNER: Name(Fee Simple Titleholder):�� o{)e n.5 Phone#: 9(0 Z Address: )("z Hc,—� j 0 C5 S'trez4- City: M /on,77 ,SI-�&(z&'S State: Zip: 3( gyp Tenant/Lessee Name: 01 Phone#: Email: 1Q' ' CONTRACTOR:Company Name: CARIBE CONSTRUCTION INC Phone#: 305-256-5530 Address: 17304 WALKER AVE SUITE 108 ! City: MIAMI State: FL Zip: 33157 Qualifier Name: SHERRIE LEE Phone#: 305-240-7086 State Certification or Registration#: CGC061835 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: j Address: �i City: State: Zip: Value of Work for this Permit:$ li:��' oy Square/Linear Footage of Work: Y9 _ Type of Work: ❑ Addition ❑ Alteration ❑ New K Repair/Replace ❑ Demolition Description of Work: REMOVE WINDOWS AND DOORS AND REPLACE WITH IMPACT WINDOWS AND DOORS. rl�^ i'S.d.�':,.Is.kwaAOuuG'ttr� +aC�R _r I 9UJY.Al 'IWriiAl h2t"2prw'�aVli1`GC1`0 sr1tt�nt'21�tti-:CWGirft2aT.'Ul9 d1*Vtt S151960h"10;�i`'"i:3 E'e'e'�'a,"�•-~'n"""✓.'diarr:+a$'rv` MC�1 E91!•`52a!+ki1Fn.-!stgJl:0Jzr!';r,4,2Cr1m14'F,1t m!11v'1lo1iolDJ a!v Specify color of colorthh,41 Submittal Fie' PermitFee$qc CCF$ *:--r--tvy i c_b=•�b~�C�u h Scanning Fee$ Radon Fee$s,J , DBPR$ W Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ' (Revised02/24/2014) k 4 � f Bonding Company's Name(if applicable) > Bonding Company's Afddress City , �T�i`'�",1i•�� State Zip Mortgage Lender's Name(if applicable) N Mortgage Lender's Address City State Zip h 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..... F 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. r "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 r TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site ` for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. `' C Signature Signature OWNER or NT CONTRACTOR The foregoing instrument was acknowledged before me this The for[eggoing instrument was acknowledged beforemethis -day of m 20 /S' by / day of mac.,• 20 !' b by �D✓e S ,!2 who' ersonall known to ° � o is ersonall known � Y r v i�or who has produced as rhe or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: f�-C i Print: 1"r j Nor pa,,, PATRICK TA �a� N. PATRICK TAYLOR Seal: Notary Public-State of Florida ' Seal: Notary Public-State of Florida Commission#GG 057679 Commission#GG 057679 My Comm.Expires Jan 17,2021 fiAr Comm.Expires Jan 17,2021 Bonded throw h National Notary Assn. ' �� ` Bonded through National Notary Assn. *s*** ***s**** *s*****s* ***s* *ss**** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) gN'�R�s Miami shores Village Building Department �•�� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 y LOR i Fax: (305)756.8972 , i 1 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or i replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: - &!� Qualifier/Owner Signature Date Print Name i I f i a + R r� tit a Construction Stale Certified Contractors CGC 061835 + April 30, 2018 r STATE OF FLORIDA COUNTY OF MIAMI-DADE Before me this day personally appeared Sherrie Lee who being duty sworn deposes and + says: That she will be the only person working on the project located at 162 NW 108 STREET MIAMI SHORES FL 33168 z �� T CTOR SIGNATURE + SWORN TO AND SUBSCRIBED before me this 30th day of April 2018 by Sherrie Lee who is personally known to me. NOTARY P LIC PATRICK TOWN Notary Pubk-Stns of FImida s Coff nissim•66 057679 r .=My Cam.Exom Jas 17.2021 8osde0tbrss0 alio d Notary Assn. s 4 - 17304 Walker Avenue Suite 108 Miami, Florida 33157 Tei: 305-256-5530 Fax. 305-508-6719 E-mail: caribeconstruct@aol.com SNp�c.rRs� Miami shores Village s also Building Department 10050 N.E.2nd Avenue �ORIDp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: r ' An employer in the construction industry who employs one or more part-time or full-time L employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. 4 t No more than three corporate officers per corporation or limited liability company members are t allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will : be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for'day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. 1 Signature: Owner State of Florida r County of Miami-Dade �y� , The foregoing was acknowledge before me this day of i/( 20_/_y ' By y be who is personally known tome r has produced as iden ' n, PATRICK TAYLOR ",�►� Notary: � Notary Public-State of Florida • Commfa=ion#►aQ 057079 SEAL: MY Comm.EXPk a Jan 17,2021 �� Bw*d tbrouP National Notary Assn. t Property Search Application - Miami-Dade County Page 1 of 1 IC' OF T"" PROPER1101y" APPRAISER I { Summary Report Generated On:5/8/2018 Property Information Folio: 11-2136-010-0060 162 NW 108 ST Property Address: i Miami Shores,FL 33168-4313 Owner JOVENS DEGAGE �, LUCNY LOUIS y ,P 162 NW 108 ST Mailing Address MIAMI SHORES,FL 33168 USA "H PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE s FAMILY: 1 UNIT t" 4 Beds/Baths/Half 2/1 /0 4.11 Floors 1 Living Units' 1 Actual Area 1,615 Sq.Ft p . Living Area 978 Sq.Ft Adjusted Area 1,337 Sq.Ft Taxable Value Information Lot Size 9,150 Sq.Ft 2017 2016 2015 Year Built 1951 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $103,180 $100,030 $98,988 Year, 2017 2016 2015 School Board Land Value $196,886 $164,440 $164,440 Exemption Value $25,000 $25,000 $25,000 Building Value $96,932 $97,708 $98,483 Taxable Value $128,180 $125,0301 $123,988 XF Value $3,698 $3,747 $3,114 City Market Value $297,516 $265,895 $266,037 Exemption Value $50,000 $50,000 $50,000 Assessed Value $153,180 $150,030 $148,988 Taxable Value $103,180 $100,030 $98,988 Regional ` Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value $103,180 $100,030 $98,988 Save Our Homes Assessment $144,336 $115,865 $117,049 Cap Reduction Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price . OR Book-Page Qualification Description Second Exemption $25,000 $25,000 $25,000 12/13/2017 $374,000 30819-4840 Qual by exam of deed Homestead 07/01/2001 $158,000 19833-3962 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, f t 12/01/2000 $119,500 19408-0674 Sales which are qualified School Board,City,Regional). 06/01/1994 $73,000 16401-0836 Sales which are qualified Short Legal Description DUNNINGS MIAMI SHORES EXT 6 PB 51-31 LOT 6 BLK 212 LOT SIZE 75.000 X 122 OR 19833-3962 07 2001 1 t The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp I https-Hwww.miamidade.gov/propertysearch/ 5/8/2018 i r Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and 9 I STATE OF FLORIDA Professional Regulation. Our professionals and businesses range 3e from architects to yacht brokers,from boxers to barbeque 1 r DEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong. " PROFESSIONACREGULATION i ' Every day we work to improve the way we do business in order 1 CGCO61835 ?; TISSUED:., 05/26/2(}16 to serve you better. For information about our services,please fog onto www.myftoridalicense.com. There you can find more 1 CERTIFIED GEN EkAL.CONTRACTOR information about our divisions and the regulations that impact LEE,SHERRIE'ANN MARIE you,subscribe to department newsletters and learn more about q .CARIBE CONSTRUCTION,INC ~ the Department's initiatives. y Our mission at the Department is:License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can is cI RTF�Eo under t te-provisions of crt.aa's.Fs, serve your customers. Thank you for doing business in Florida, and congratulations on your new license) . Expdratrcm bate:AUG 31.2018 L1605260 M2 1 DETACH HERE 4 t RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION-INDUSTRY LICENSING BOARD a CGC061835 t '� » w The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 R , > o 0 LEE;,SHERRIE'ANN MAiRIE�; ' CARIBE CONSTRUCTION INC w.- '4 17304 WALKER AVENUE,— . SUITE'100. - . MIAMI FL 33J57.` "��' al rt le , ISSUED: 05/26/2016 DISPLAY AS REQUIRED BY LAW SEQ# L1605260000992 1 E I 1 i 005286 'Locai'Busness Ta Miami=Dade Caunry; State ReCelpt FOf lorida TNI9IS NOTA BILL DO NOT PAY 7165874 BUSINESS N AMElLOCATION CARIBE CONSTRUCTION INC REc,tpT No. 17304 WALKER AVE 108 RENEWAL EXPIRES I MIAMI FL 33.157 7444280, SEPTEM13ER 30, 2018 ' ='Must be displaye6,at Place of business Pursuant to,Couhty Codd I Chapter SA-Art.9&10 OWNEit CARIBE CONSTRUCTION'INC SEC.TYPE OF SuSIN,ESS C/O SHERRIE LEE 196 GENERAL BUILDING CON PAYMENT RECEIVED Worker(s) 1 CGCO61835 TRACTOR By TAX COLLECTOR.. This Locolsusiness'Tax Receipt on FPPU04-"17-013101 permit"'ernm ntalre of the holder•agttatitications,toftheLocal N nessTastcom t tY cq alifi ption., d the Local 8uatness Tax.,'The Receipt is not a license, or nongovernmantatrsgulatory taws and requirements The RECEIPT ftl0; which aPPIY to the business. p Y with any governmental above must be displayed an all commercial vehicles Miami-pads Code For more information,visittw"� Sae Sa-276. I I t t k - I ' f ATE ACORD,M CERTIFICATE OF LIABILITY INSURANCE I D05/07/20 8) PRODUCER 305-227-0082 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION CAROLINA INSURANCE CONSULTANTS, INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8250 W FLAGLER STREET,STE 116 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. MIAMI, FL 33144 INSURERS AFFORDING COVERAGE INSURED INSURER A: SENECA SPECIALTY INSURANCE COMPANY CARIBE CONSTRUCTION INC. INSURER B: 17304 WALKER AVENUE, SUITE 108 INSURER C: MIAMI, FLORIDA 33157 INSURER D: INSURER E: ''COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR -- I POLICY EFFECTIVE POLICY EXPIRATION LTRTYPE OF INSURANCE POLICY NUMBER D IDD LIMITS GENERAL LIABILITY ! EACH OCCURRENCE S 1,000,000 i` A X,COMMERCIAL GENERAL LIABILITY BAK-25566-2 j 04/04/2018 04/04/2019 FIRE DAMAGE(Any one lire) $ 100,000 j� CLAIMS MADE FXI OCCUR I MED EXP(Any one person) 5 5,000 '.l 1 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 1 PRODUCTS-COMPIOP AGG $ 1,000,000 jECT :1 X POLICY PRO LOC I I it AUTOMOBILE LIABILITY i .. COMBINED SINGLE LIMIT ANY AUTO Ii (Ea accident) $ ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (Per person) II HIRED AUTOS BODILY INJURY 5 NON-OWNED AUTOS (Per accident) 1 I 1 I PROPERTY DAMAGE 5 I I (Per accident) GARAGE LIABILITY { AUTO ONLY-EA ACCIDENT $ ANY AUTO I OTHER THAN EA ACC $ AUTO ONLY: qGG I$ EXCESS LIABILITY ( EACH OCCURRENCE S OCCUR CLAIMS MADE AGGREGATE 5 I $ ' DEDUCTIBLE ; S [ RETENTION S I S WC STATU- TH- WORKERS COMPENSATION AND j 70RY LIMITS _ E_R _ +- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT 1 $ E.L.DISEASE-EA EMPLOYEE 5 - E.L.DISEASE-POLICY LIMIT $ OTHER Y i DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS LICENSE#CGC061835 , I CERTIFICATE HOLDER i X ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN MIAMI SHORES VILLAGE BLDG DEPT NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 10050 NE 2 AVENUE IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INS R R,ITS AGENTS OR t MIAMI SHORES, FL 33138 REPRESENTATIVES. I AUTHORIZED REPRESENTATIVE ACORD 25-S(7/97) m ACO D CORPORATION 1988 f . F 1 � 7 I I ,ry Con�I . JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA I DEPARTMENT OF FINANCIAL SERVICES 1 DIVISION OF WORKERS'COMPENSATION i ** CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 5/9/2018 EXPIRATION DATE: 5/8/2020 i PERSON: SHERRIE LEE EMAIL: CARIBECONSTRUCT@AOL.COM FEIN: 650992522 i BUSINESS NAME AND ADDRESS: CARIBE CONSTRUCTION INC 17304 WALKER AVENUE SUITE 108 MIAMI, FL 33157 SCOPE OF BUSINESS OR TRADE: Licensed General Contractor I I IMPORTANT:Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply I only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. 1 DFS—F2—DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 i 1 a I I Abdzas H. Saenz P.E PE 69687 r 7066 SW 44 St Miami, FL 33155 PH: 305-668-5792 FAX: 786-513-3754 t a WIND LOAD CALCULATION . . . *.so : • sees 0 eeseee sees • se sees• •*:*0• • • • � •eees •ecce • •• •e cess •ease• a ssseee • e • •sere• sees•• see• � eeseee •s e r AT 162 NW 108 ST Miami Shores, Florida a .`�` P�'�.\GEN ••q,i��' 0 69687 zt S TA ' ° Abdias H. Saenz 'P.E. 69687 1 5/14/2018 l ..Qetailed';Wind;Land Design (Directional Procedure),per ASCE 7=1" °(ASIS) Ana Company; . . 19 Ht Hipped Roof 0 00:96 / ~*v°~�' ° ~ | ° ° . . � ^ . | ~ | C 9.76 . , - _ . ��w��^��m� ^ ° r ` | ^ . ^ » U, ` | - ^ ! ^ " ~ - - ` ^ ' ` � ^ . ~ � [ | ,r^~~'r~r ~ ` / . | ^ | _ 7z Xao 3-7xsv�/� _ Y -,- 1zz� 17 7, 0( 37 x '38 m 5 3 k x Spy/� - 1017. uV ce7 > 's /2 c,,/,Id' o o U t// o 0 U 7- /017 � z "7 X SO 7�F /017(0 D 1 D III to RI I C�5) Oil, =4 Y y. . ' ... ... 70 .• . . .. . . . . . . . . . . . . . .. .. . . . .. . ... . . . ... . . COMPARISON CHART 162 NW 108 STREET NUMBER OPENING SIZE NOA APPROVAL DESIGN PRESSURE NOA DESIGN PRESURE w 1 37" X 80" 17-1226.14 +38:96/-42.35 +80.0/-90.0 2 74" X 50 5/8" 17-1017.06 +38.21/-49.95 +67.30/-67.30 3 37" X 38 3/8" 17-1017.06 +38.96/-42.35 +53.33/-99.90 4 37" X 50 5/8" 17-1017.06 +38.96/-42.35 +53.33/-87.0 5 72" X 80" 17-1226.14 +35.97/-43.45 +80.0/-90.0 6 53 1/8" X 50 5/8" 17-1017.06 +38.96/-42.35 +53.33/-74.30 7 106 X" X 38 3/8" 17-1017.09 +35.97/-43.45 +60.0/-60.0 8 53 1/8" X 50 5/8" 17-1017.06 +38.96/-42.35 +53.33/-74.30 9 _ 53 1/8" X 50 5/8" 17-1017.06 +38.96/-42.35 +53.33/-74.30 10 37" X 38 3,/8" 17-1017.06 +38.96/-42.35 +53.33/-99.90 . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t MIAMI-DADS MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION t DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 I BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 ' NOTICE. OF ACCEPTANCE (NOA) www.miamidade.gov/economy Sunshine Windows Manufacturing,Inc. ` 1745 W.33rd Place Hialeah,FL 33012 ! 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(AIM. 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 I 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. 1 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"1650(XO)"Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding 1 Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision 3 dated 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami— Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by t 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, I 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 "4een i 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'tred'lsion pt•c4litge '. i. ••'i• f• • •tlf••• ; in the materials, use, and/or manufacture of the product or process. Misuse of this N(�A as an endorsement of any product, for sales, advertising or any other purposes shall automatically termina+:.1his NO.J. Faqure ;•"'; i to comply with any section of this NOA shall be cause for termination and removal of N.O.4•• ;•••'• ..... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade C�c1M, Flo rids!e.d ••••• followed by the expiration date may be displayed in advertising literature. If any p"tiefl of the N"A is •••••• displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the ma.lufactuip•Ote fts ,• distributors and shall be available for inspection at thejob site at the request of the Builfl ficial. P J q >Tl�� .. •; This NOA revises and renews NOA No. 14-1204.11 and consists of this page 1 and evidence pages Ir,l•,.' E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-1017.06 MtAMI•DADE COUNTY Expiration Date: April 10,2019 Approval Date: December 21,2017 Page 1 I r Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED a 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. • (Submitted under NOA No. 08-0107.08) •• ••• 2. Drawing No. HS08-01, titled "Series 1650 Aluminum Hori1dr111•Slidir7g•Window••••:• ' (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 0111a/bt, with recision 2: • dated 11/18/14,prepared by manufacturer, signed and sealed by.] r isco errrandez, ' ...... P.E. .... ..... B. TESTS •• r 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 •••••• 2)Uniform Static Air Pressure Test, Loading p%ra'Br,TAS.X02.94 .... + 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 FSC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum 'horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NDA No. 08-0107.08) C. CALCULATIONS ' 1. Anchor verification calculations and structural analysis,complying with FBC 5th ` Edition (2014),prepared by manufacturer, dated 11/09/14, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE L Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. i 1 s r { Manuel ere ,P.E. i Product Contr 1 Ex miner 1 NOA No. -1017.06 Expiration Date: April 10,2019 Approval Date: December 21;2017 E-1 s a l 1 + Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and of no } .financial interest, dated 11/10/14, signed and sealed by Francisco Hernandez,P,l !, •••••• 2. Statement letter of conformance, complying with FBC-2010•and:of no.fixiEwicial •• interest, dated 03/12/12, signed and sealed by Francisco HemantltnP E. (Submitted under NOA No. 12-0320.06) 6066** • .....: 3. Laboratory compliance letter for Test Reports No. FTL-533%.„ jted 041494; and FTL-5015, dated 07/27/07, issued by Fenestration Testing L>ab" tory, Iry,, signed..:..• t and sealed by Carlos S. Rionda,P.E. •• (Submitted under NOA No. 08-0107.08) 6060'• •• ' G. OTHERS ' 1. Notice of Acceptance No. 12-0320.06, issued to Sunshine Windows MaftWJ;1 turmg, i Inc. for their Series "1650" Aluminum Horizontal Sliding Window—L.M.I., approved on 05/17/12 and expiring on 04/10/18. 2. NEW EVIDENCE SUBMITTED A. -DRAWINGS 1. Drawing No. HS08-01, titled"Series 1650 Aluminum Horizontal Sliding Window (XO)Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision No. 3 dated 09/04/17,prepared by manufacturer, signed and sealed.by Francisco Hernandez,P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. . Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their ' "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. Manuel P5xam E. l Product Controler 06 Expiration Date: April 10,2019 i Approval Date: December 21,2017 E-2 a a { i 1 i Sunshine Windows Manufacturing,Inc. 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 # F. STATEMENTS ` 1. Statement letter of conformance, complying with FBC 6'h Edition (2017), dated YYYY September 10, 2017, signed and sealed by Francisco Hernandez.P.E. •••••• •Y•••• 2. Proposal No. 17-053982 issued by the Miami-Dade County Pr(;3wl Control.Se�',tion, •• 01 • Y . dated 12/07/17, signed by Manuel Perez, P.E. 000000 • • 000*09 Y 3. Email from manufacturer requesting a 1-year extension to allov7 We to perforrti • verification test,dated 12/15/17, signed by Noel Martinez,AssiataAt.NIanag��..:Y • YYYY Sunshine Windows Mfg. Inc. Y Y Y Y Y Y .... ..:.0. 00096* YYYY ..YYYY G. OTHERS :00:6: ' 1. Notice of Acceptance No. 14-1204.11, issued to Sunshine Windows Ma.4u$q.yring,•••••• " Inc. for their Series "1650 (XO)" Aluminum Horizontal Slidingi0 ndow L.M.I. Y... approved on 05/14/15 and expiring on 04/10/18. • 2. One year approval, subjected to successful verification test. " i Manuel PUez, .E. Product Controler NOA No.1 .06 Expiration Date: April 10,2019 " Approval Date: December 21,2017 E-3 4 ' 10 ' DESIGN PRESSURES CHART PSF -MAX. A MAX.I __L WLND LOAD A.S.D.N.4C'1'QK NOTE: HEAT STRENGTHENED LAMINATED IMPACTo IMm THE DESIGN PRESSURES SHOWN ON THESE CHARTS PACT IMPACT RESISTANT CLASS =L GLASS GLASS x ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND a LOADS CALCULATED BASED ON "ULTIMATE WIND Sunshine Windows WINDOW ANCHOR HURRICANE PkOCTECTION SPEED" AS DETERMINED FROM ASCE 7-10 OR til`r1Ev$ION SCHEDULE IS NOT REQUIRED = .I Manufacturing, Inc. ______ H=====---- ---------�"--'---- IBC 2015 THE VALUES SHOWN ON THE TABLES _ (7 � 178$W. 33N Place PER E 13/4"SILL. 3"SILL = ;� I� SHALL DE MULTIPLIED BY 0.6. Pt'; ( Flondo5)364 33012 WIDTH HEIGHT HEAD & PER �. D I� E Ph: (305)368-5952 SILL �AMt3 EXT. INT. EXT. INT. $ /J Fox:(305)828-5178 O 26 1/2' 4 53.33 120.06 80.00 120.00 Q 37" 5 53.33 120.00 80.00 120.00 26' 3 x 53 1/6' 6 53.33 119.30 80.00 119.3 FALSE MUNTINS (SURFACE APPLIED) 3 V] 74 8 53.33 90.0 80.00 90.00 M B MAY BE USED A W 26 1/2' 4 53.33 120:0 80.00 120.00A Z 3 1/8"' 10" N 37" 5 53.33 120.0 80.00 120.00 E 1z 38 3/e" g MAX. MAX. p 53 7/6" 6 53.33 95.5d 80.00 95.50 WINDOW WIDTH ~ Z (~ p 74" 8 53.33 78.94 78.90 78.90 Qi r.r Z 3T 5 53.33 104.70 80.00 104.70 TYPICAL ELEVATION (XO) A 53 1/8'50 5/8" 6 6 53.33 88.40 80.00 88.40 GENERAL NOTES: 74° 8 53.33 67.30 67.30 67-30 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). ' Q J 37" 5 88.20 80.00 88.20 2.- CONFIGURATIONS OX AND X0. a F Q 53 1/e" 63" 6 7 53.33 75.00 75.00 75.00- 3.- SHUTTERS ARE NOT REQUIRED. W rte•. �+ 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. V 74' 8 53.33 1 62.00 62-001 62.00 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS 1N"' 21' 3 53.33 1 120.0 80.00 120.0 ON SHEET 5 THRU 7. C 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 36' 4 53.33 120.0 80.00 120.0 - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. 48" 24' 6 3 53.33 120.0 80.00 120.0 - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. _ 60" 7 53.33 120:00 80.00 120.0 _ FILLED CMU Fm' = 20QD PSI MIN. 3 3 U W W^ 72" 8 53.33 90.00 80.00 90.00 7.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD m Z SPECIFICATION FOR PACKAGED DRY. N G N 24° 3 53.33 120.60 80.00 120.0a a" a B.- WOOD HOST. STRUCTURE SHALL BE "SOUTHERN YELLOW PINS" G= 0.55 OR GREATER DENSITY. 2 z M z W 36 4 53.33 120.00 80.00 120.0 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Ey = 36 KSI MIN, a so 00 as" 3s" 6 4 53.33 1120.06 80.00 t2p.0 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". g zE z_3 ALUMINUM SHALL BE 6063-T6. 60" 7 53.33 98.90 80.00 99.90 11:- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY 9 H y ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE S 0 0 p 72' 8 53.33 88.60 80.00 88.60 AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. \\1771j1HI1�i�� / m 8 ' 36' 4 53.33 100.40 80.00 100.40 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTE A11 T R • • • • GG Ej?1V r• ( aGVs�GENSF AS SPECIFIED IN FBC 6TH EDITION (2017). • • •• e i 86 • • • ' 6 53.33 93.96 80.00 93.90 •• • • ••• _ P 48" 6 GLASS: 0,00 No.51393•• • • • • • • 4 60" 7 53.33 87.00 80.00 87.00 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF - -* 72' 8 53.33 7x,30 74.30 74.30 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER =-U : 4U FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS, �'t�)DUCTREa/75P,D - DRAWING No. 3s' 4 53.33 90.00 80.00 90.00 LAMINATED BY TECNOGLASS OR SIMILAR. "''tOj►'�Ypswfu Fx"So* I - - - - - - .• ��!ae:�„oac • ' .-. Tito?.��G�\ HS08-01 - 48° 6 _ 53.33 87.00 80.0 87.00 • = ci Pt f7 L - 1•I ' • �NA �? tT` RATE:03-14-08 60, 7 53.33 83.40 80.0 83.40 • t' • •• • •� � SytT,I SCALE: 1/2.._1„ 72° 8 53.33 67.80 67.80 67.80 -:�me?".l1;Proixt • •• • / FRANCISCO HERNANDEZ V FLORIDA PE # 51393 SHEET 1 of 7 • • • • • • • • • • 0 00 00 0 0 0 00 00 �„ MAX. A MAX. IMPACT IMPACT DESIGN PRESSURES CHART=PSF GLASS class Q L1745 ine Windows HEAT STRENGTHENED LAMINATED IMPACT z ________.JL_____..__ _________JL ____ acturing, Inc. RESISTANT GLASS c7 -" ----'" --- -" W.33rd Ploce= n D � ,Florida 33072�VPYDOW ANCHOR HUR2ICA CE PROCTECTION ✓ ✓ 05)364-9952DMENSION SCHEDULE IS NOT REQUIREDQ6)82a-5118 0 f I /;, _ PER1 3/4"SILL 3"SILL z `------ - ------_=`______-__ PER _.y�-_______ WIDTH HEIGHT HEAD do JAMB ii i' SILL EXT. INT. EXT. INT. \X yC 94" 38 3/8" 11 6 53.33 90.00 80.00 90.00 II FALSE MUNTINS (SURFACE APPLIED) T/) MAY 8E USED 74' So 5/8' 11 8 53.33 90.00 80.00 90.00 -p A ra a 37` 6 53.33 90.00 80.00 90.00 I 3 1 8' I� � Z L r711 63' 8 9 53.33 90:00 80.00 90.00 1`M 1 11 53.33 85.20 80.00 85.20 / MA I J Z WINDOW WIDTH 72` 48' 11 7 53.33 90.00 80.00 90.00 WA C WA a 46" 7 53.33 D0,00 80.00 90.00 TYPICAL ELEVATION (XO) A 0 60" 60- 9 9 53.33 90.00 80.00 90.00 GENERAL NOTES: ~ C40a ;97z' 11 53.33 90.00 80.00 90.00 a H 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017), 2.- CONFIGURATIONS OX AND XO. 3.- SHUTTERS ARE NOT REQUIRED. W Z LL 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. N 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS 0-4 WIND LOAD A.S.D.FACTOR NOTE: ON SHEET 5 THRU 7. O 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: THE DESIGN PRESSURES SHOWN ON THESE CHARTS CONCRETE STRENGTH Pc'28 = 3000 PSI MIN. ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM LOADS CALCULATED BASED ON ULTIMATE WIND COMPRESSIVE STRENGTH OF 1.9 KSI. SPEED" AS DETERMINED FROM ASCE 7-10 OR - FILLED CMU Fm' = 2000 PSI MIN. 3 19C 2015 THE VALUES SHOWN ON THE TABLES v w^ w^ 7.- USE NON-SHRINK, C1107M STANDARD NON- ETALIC HYDRAULIC CEMENT GROUT PER ASTM C1107 m v v SHALL BE MULTIPLIED 6Y 0.6. M / SPECIFICATION FOR PACKAGED DRY. a o:3 O v a. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. o a f z ` 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE FY = 36 KSI MIN. " 9 g oz F 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". z w z w ALUMINUM SHALL BE 6Q63-T6. Z © ¢ 11.- 1X OR 2X WOOD BUCK$ NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY a N o FIm ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE uiF in a v v AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TQ DOOR INST��ATI♦O�N.•% • • • • • �\�GO HE)�V 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED 413Y OT tt)• • • • • • •��. AS SPECIFIED IN FBC 6TH EDITION (2017). • • •• • • • t p I T i GLASS: • • • • • • • `•4: •No.51393 •• ••• •• • • i• - s6 0 o 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF = f N 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER -)3 FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS, 'SCuUCrP R%ViSf.-:� � - yi A 1 eFtrnidd• ••• A j DRAWING No. LAMINATED BY TECNOGLA.S$ OR SIMILAR. , ��' < F.• - '�„zy��r�, -1017. �• •/� ��j••••�,,� �C2� HS08-01 fixp 'i T Jata f • •• oil �� RATE:03-14-08 a� r • •• • • II1C i 3+Gi,� ade Pr 1 • *00 • SCALE: 1 2"=1" 1 FRANCISCO HERNANDEZ FLORIDA PE # 51,393 SHEET 2 OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O O O .............. ................ 12 13 9 is 1s Sunshine Windows 20 Mgnufpeturing, Inc 170 W.33rd Place 6 Hi.l..h.Fiend.33012 Ph: (305)364-9952 21 2G Fp::(305)828-5118 fl X z2 }q is t� WINDOW WIDTH -- a z HORIZONTAL, SECTION o z E� ¢ u O 1 `� O � 19 a 0 F Z 20 �_ 6 w m � 17 M 3 3 O a C2 -jwy �n 3 6 Q//L�� z n 16 3 fn V1 4R JN O m �...,J 2 M C)Z Z y (2) 2L "WEEP 0 0 0 0 0 g HOLES0 0 zw zw 16 3 `ltlu ulrrv �0 m VERTICAL SECTION •• ••• GO HERr7 %, Y a m �um (z) z" WEEP s 2 \ WITH SILL RISER y al cevsF Nglo% n • • •• • • • •�• �i ( 1 I 1 • •• • • • • •3 • l'1�_ b W O • • • • • • � • � jJo.51397 •• ••• •• • •-7� •• *- !S O r O PRpD[)CTRFtriSEa O SPATE OF :.�� DRAWING No. t VERTICAL SECTION - �, `c�'uP1YIw•',t'the Fim • ••• RI G\ d* 0HS08-01 a.rytr.'iou nW• ,it c>t• • 000" +r I•I I( t DATE:03-14-08 Y • 00!ce 0 } $cALE; 1/2'=l" MianaTaCe P:�ducS Cmtded ,/� �f FRANCISCO HERNANDEZ $HEFT 3 OF 7 FLORIDA PE # 51393 000 0 • • • • • • • • • • ••• • • • ••• • • MATERIAL LIST MATERIAL LIST TPEh1Y PARTY READ. DESCRUMON NLATFJUAL ITEMY PARTY REQD. DESCRIPTION MATERLAL 1 SW-019 1 FRAME HEAD 6063-TS 13 SW-016 1 MOVING SIDE RAIL 6063-T6 2 SW-019 1 FRAME SILL 6063-T5 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 3 SWxxx21 1 INSERT TRACK 6063-1-5 15 SW-667 AS ROD LATCII ZINC Sunshine Windows Manufacturing, InC, 5 SW-012 2 SLIDER TOP/BOTTOM RAIL 6063-1-5 1S SW-S10 2/SILL RETICULATED FILTER FOAM 1749 W, 33.a Pl- 6 $W3019 AS RQD FIN SEAL PILE FELT d20 SW 40771 1 SILL RISER 6063-15 Ph;(•Florida 33012 Ph; (305)38a-9952 8 SW321W 2 WHEEL BRASS SW-014 1 JAMB TO FIXED PANEL 6063-15 Fox:(305)828-5118 9 SW-017 1 MOVING MEETING RAIL.- 6063-T5 - AS ROD SILICONE PEC.-895 OR SIMILAR O 10 SW40111 1 FIXED MEETING RAIL 6063-T5 SW-101 AS RQD IMPACT GLAZING BEAD 6083-T8 it SW-AS AS RQD ASSEMBLY SCREWS # 8 X 1" SMS. SW-STL 1 3/8" X 3/4" FLAT PAR STEEL12 SW-013 1 JAMB TO MOVING PANEL 6063-TS SW-AS 4 ASSEMBLY SCREW$ # 8 X 2 1/2" SMS. Q Q 0 0.812 1.625—i - 3 y T 0.050 Q � E--' 0.050 —7r- o- - I 0.062 I—0.394 O1.75 I 1.875 G� 01)2.125 N 1.250 1.437 0•r,Jl II 0.750 -0(( . --{0.813 I-- 1.312 0.687 (i —�2.077 GLAZING BEADSW-018 Z FIXED MEETING RAIL MOVING MEETING RAIL JAMB TO FIXED PANEL FRAME JAMB TO MOVING PANEL 6063-T5 (!>7 0 SW-40111 SW-017 SW-014 SW-013. N 6063-1-5 6063-T5 6063-TS 6063-T5 ' ..07.- i.60 .07e1.00 �F 0.592 I 2.75 1.7 50 � I 3 � 3 I 1.8750 .062 1.000 0.050 w< m n 1.5090 0.`50 1-�0.810 ga a 2.00 —� 1.0900 L i O 0 0 0 r U F O F FRAME HEAD AND SILL MOVING SIDE RAIL SILL RISER INSERT TRACK SLIDER TOP AND BOTTOM RAIL 0 `�� z ow SW-019 1 SW-012 0 0 606301SW-.x 21 T5 SW-076 SW-40771 6063-TS 6063-TS 6063—T5 6063-T5 \\`1C[�tGo IHE('� ,, za 0 �m m t \\ f��J......... // V.` Z K 4 K 4 •• ••• • • • • • �'• •`\GEN • •• • • • • ••� •• No 51393 • • • • • • • • A'. tr` iL IM F (V� tOp PRJUUC7 REVi;ED �' 1 � DRAWING No.•. t 'i Y`P•;'•F1K•h tlX Fh-A, ••• l — - - tya:.�gc:,<i t • ... G.\ HS08-01 DATE:03-14-08 er • ••• • SCALE: RAi:ceti Product C.ntrs�4 s, � FRANCISCO HERNANDEZ SHEEP 4 OF 7 FLORIDA PE # 51393 j • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 2 1/2" MIN. 2 1/2" MIN. 1" 1/4" MAX.ULTRACON 1 1SPA MIN. PENETRATION INTO WOOD. MIN. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS 1/4° ULTRACON 1 3/4" MIN. EMBEDMENT INTO MASONRY 1 REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS THROUGH 1 BY WOOD BUCK. ON SHEETS 1 OF 7 AND Z OF 7) °v TYPICAL FOR HEAD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS 4°. ON SHEETS 1 OF 7 AND 2 OF 7) \ z Sunshine Windows TYPICAL FOR HEAD. — 2 BY WOOD BUCK BY OTHERS. MQnufQGtUnng, Inc. MUST BE PROPERLY ATTACHED TO 1743 W.33m Place TRANSFER GLAZING SYSTEM LOADS FGelech,Fleridc 33012 TO THE STRUCTURE. SHALL BE APPROVED Ph: (.3(6)364-9952 BY BUILDING OFFICIAL PRIOR TO Fcx;(3Q5)828-5118 WINDOW INSTALLATION. \= O 1 BY WOOD BUCK BY OTHERS. �� X MUST BE PROPERLY ATTACHED TO (/) TRANSFER GLAZING SYSTEM LOADS " Vl TO THE STRUCTURE. SHALL BE APPROVED O BY BUILDING OFFICIAL PRIOR TO Z WINDOW INSTALLATION. �D DETAIL A -1 (7 DETAIL B ��AT�TACHA4ENTSONRY / ATTACHMENT TO lVOOD C) M'1 W Q U 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND O DESIGN PRESSURE CHARTS ON SHEETS 1/4' SMS GR5 THROUGH METAL. 1 OF 4 AND 2 OF 4). 1" (FOR MAX. ANCHOR SPACING AND NUMBER 1 TYPICAL FOR HEAD. OF ANCHORS REFER TO ELEVATIONS AND MIN' MIAMI—DARE COUNTY APROVED x MIN DESIGN PRESSURE CHARTS ON SHEETS MULLION. (UNDER SEPARATE APPROVAL) I OF 7 AND 2 OF 7). TYPICAL HEAD: — f II 3 3 L- --_jj O a. Q 2 v W O 2 Z E Z h 00 00 N Z 0 E O F N p Q�WQ -N 00 \\II111111!I///�� a to •• ••• • . • • . JiC�SGO H RN , of D �`` WE • •• • • • • •• • • • • • • • t • No.5139, •• ••• •• • • •I�•• D .- o DETAIL C DETAIL C 1 = p g a n !-)3 ATTACHMENT TO METAL STRUCTURE ATFACI IMENT TO MULLION Inc CT REVISED =O�.. STATE OF ��; DRAWING No. 08 t STEEL OR ALUMI. 1/8- MIN. THICKNESS w-f"leIiii;h,.FIfm e 000 •'OC \�` Lxelr c O•c j2plq • •• !I I j 111\� PATE!03-14-08 • TYPICAL HEADSE(MON� • SCALE;•• I, ZS—�� L' FRANCISCO HERNANDEZ '- FLORIDA PE # 51393 SHEET 5 OF 7 1 • •• •• • • • •• •• ••• • • • ••• • • Sunshine Windows S axx Mpnufocturing, Inc. 1745 W. 33rd Place .:m 2.M Hialeah.Florida 33012 Ph: (305)364-9952 Fgx:(3Q5)828-51 18 G 3/4'MAX. NON—SHRINK GROIN —' OR 1'BY WOOD BUCK O ° _ - cv 2 BY.WOOD BUCK HY OTHERS. � '� d' °a .°: a °'d• Z•'° s MUST BE PROPERLY ATTACHED TO X TRANSFER GLAZING SYSTEM LOADS 0 TO THE STRUCTURE. SHALL BE APPROVED . a d' < BY BUILDING OFFICIAL PRIOR TO Q' .1 2 1/2" MIN. 2 1/2" MIN. 1.. WINDOW INSTALLATION. (� a z (_5 MIN. 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. 2 1/2" MIN. 2 1/2" MIN. (FOR MAX. ANCHOR SPACING AND NUMBER 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT OF ANCHORS REFER TO ELEVATIONS AND INTO MASONRY THROUGH I" 8Y WOOD BUCKDESIGN PRESSURE CHARTS ON SHEETS OF 4R NON-SHRINK NON-METALLIC GROUT Q F-1 1 OF 7 AND 2 OF 7). 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER Q TYPICAL FOR SILL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND V-i Q V) REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DESIGN PRESSURE CHARTS ON SHEETS ON SHEETS t OF 7 AND 2 OF 7) 1 OF-7 AND 2 OF 7). ~ C TYPICAL FOR SILL ONLY. TYPICAL FOR SILL ONLY. (� DETAIL D DETAIL E DETAIL F �^ ¢ U ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO MASONRY ATTACIIMENT'TO WOOD W z N 3 3 15 --MIAMI-DARE COUNTY APROVED C4 p zo O z �MULLION. (UNDER SEPARATE APPROVAL) tJ E c�o I IFI II o qwq oM o. L U \-1/4" SMS GRS THROUGH METAL. UGH METAL. 0 `\'R \SCGOENi�R m m 1° •• ••• • • • • •� s. ti n a MIN. (FOR MAX. ANCHOR SPACING AND NUMBER J MIN. 1FOR MAX. ANCHORSMS GR5 OSPACING AND NUMBER • • ••• • • • d V OF ANCHORS REFER TO ELEVATIONS AND ( DESIGN PRESSURE CHARTS ON SHEETS OF ANCHORS REFER TO ELEVATIONS AND •• • : •L* ;•• N°.5'1393 1 OF 7 AND 2 OF 7). DESIGN PRESSURE CHARTS ON SHEETS 1 OE 7 AND 2 OF 7). TYPICAL FOR SILL. TYPICAL FOR SILL. DETAIL G DETAIL U 1 oU CT'i ED,VISE fin'• STATE F (V4,!j\ DRAWING No. ATTACHMENT TO METAL STRUCTURE _ ATTACHMENT TO MULLION ;'4i F ••• t1 Cj�� H S�8— _ (STEEL OR ALUM. 1/8" MIN. THICKNESS) (STEEL OR ALUM. 1/6" MIN. THICKNESS) •cr taac v17`10 .sr. • • r ��\\\ ..iun ate y� • 1 1 1 1 11\\\ • • •• • •�ry �) DATE:03-14-08 TYPICAL SILL SECTIONS N"111, ado r-.,A " ••• SCALE: FRANCISCO HERNANDEZ SHEEP 6 OF 7 FLORIDA PE 111 51393 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX. 2 BY WOOD BUCK BY OTHERS. SHIM SPACE MUST BE PROPERLY ATTACHED TO .. ........... TRANSFER GLAZING SYSTEM LOADS 1/4" MAX. ` TO THE STRUCTURE. SHALL BE APPROVED SHIM SPACE BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 'i�i::ji.,;'.,:;:E :i.ii?;:'?:?:i'.: $unshine Windows 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. N0n11(OCtUfln9, ins. _ (FOR MAX. ANCHOR SPACING AND NUMBER z OF ANCHORS REFER TO ELEVATIONS AND 1745 W.33rd Place 1 3/4 I r DESIGN PRESSURE CHARTS ON SHEETS 1/4" SMS GR5 THROUGH METAL. Hialeah.Florida 33012 t OF 7 AND 2 OF 7). (FOR MAX. ANCHOR SPACING AND NUMBER Ph: (3()5)364-9952 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT TYPICAL FOR JAMBS. OF ANCHORS REFER TO ELEVATIONS AND Fgx;(3p5)828-5118 DESIGN PRESSURE CHARTS ON SHEETS INTO MASONRY THROUGH 1" BY WOOD BUCK _ _ O • OR NON SHRINK NON METALLIC GROUT _ Z 1 OF 7 AND 2 OF 7). Z (FOR MAX. ANCHOR SPACING AND NUMBER DETAII.I r TYPICAL FOR JAMBS. O ATTACHMENT TO WOOD 777 OF ANCHORS REFER TO ELEVATION$ AND .w • DESIGN PRESSURE CHARTS ON SHEETS N 1 OF 7 AND 2 OF 7). V] Ao TYPICAL FOR JAMBS. O N DETAIL J 2 ATTACHMENT TO METAL STR UC'I'U RE 3 - (STEEL OR ALUM. 1/13" MIN. THICKNESS) Q DETAIL H ATTACHMENT TO MASONRY GLAZING DETAIL V) ¢ v 0,090" DUPONT BUTACITE PV8 Ga ZOR SIMILAR � 1/8" HEAT 1/8" HEAT O -�-� STRENGTHENED STRENGTHENED 1/4" SMS GR5 THROUGH METAL. O (FOR MAX. ANCHOR SPACING AND NUMBER x OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). 3/8" GLASS SITE TYPICAL FOR JAMBS. (RPICAL) i=- 3 3 t U q U MIAMI-OADE COUNTY APROVED z N MULLION. (UNDER SEPARATE APPROVAL) N a" a �o 00 f — OR SIMILAR PECORA 895 ? E U F F 1 OR SIMILAR w z z 0 0 II II z w _w �I I� zoZO^ Qui g� GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF �5........Ry z � m� 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INT�j(2yAYLjli• • • • • •� .(•�.��1c12NG' '9 r ti' � FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTEq OF GLASIt • • • • • w` ,' ` rp r —�k— ill TLAMINATED BY TEGNOGLASS OR SIMILAR • • •• • • • 'i 4 '.�� o o _ - • •• • • • • ••i :• No 51393 Soo so %O STATE_ D-�'F:.••IJr.ts��;tUniBc^oocT�oD9ts•tbLn•`JhISse1 e[T FFA• • I `�• • % WOOF •T•�F (''•` DRAWING"N=o1.ATPACFWENT TO MULLIONS DETAL ••• • • HS08-0 1 DATE:03-14-08 Wt JAMB SECTIONS SCALE: • ` _T Coetto! FRANCISCO HERNANDEZ SHEEP 7 OF 7 FLORIDA PE # 51393 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • t . 1 t } MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 j BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Sunshine Windows Manufacturing,Inc. •••••• 1745 W.33'Place •••• •••••• Hialeah,FL 33012 •• ;•; •• 1 SCOPE: •••ei•• • • • This NOA is being issued under the applicable rules and regulations governing tla .i�se of gpnstruction ;•••• t materials. The documentation submitted has been reviewed and accepted by Mia'i.-Wile CoUTi TSR Product Control Section to be used in Miami–Dade County and other areas where alivwod by the.Authority ..:..' Having Jurisdiction(AHJ). .• •• !k••• •••••• This NOA shall not be valid after the expiration date stated below. The MiamZ'DadQ County Product • Control Section(In Miami–Dade County)and/or the AHJ(in areas other than Miami–Dade Couo")¢Serve 066—�• the right to have this product or material tested for quality assurance purposes. If4hisppvoduct•or material t fails to perform in the accepted manner,the manufacturer will incur the expense of such testing a�cfA 0e. HJ • • 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 t 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"2001" 8'-0"Outswing Aluminum Glazed French Door–L.M.I. t APPROVAL DOCUMENT: Drawing No. F1301-13, titled "Series 2001 Aluminum Outswing French Door–Large Missile Impact Resistant, sheets 01 through 08 of 08, dated 05/16/13, with the latest revision "2"dated 12/09/17,prepared by manufacturer, signed and sealed by Francisco Hernandez,P. E., bearing the Miami–Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami–Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant f LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, f series, and following statement: "Miami–Dade County Product Control Approved", unless otherwise noted herein. t RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been ' no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ' of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami–Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0204.05 and consists of this page 1 and evidence pages E-1,E- t 2 and E-3, and Green Sustainable Attributes (GSA) page G-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-1226.14 MIAMI-DADE COUNTY Expiration Date: May 08,2023 Approval Date: April 05,2018 Page 1 a t Sunshine Windows Manufacturing,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. •••• (Submitted under previous NOA's No.'s 14-0109.06 and 02—P104b3) ""• """ 2. Drawing No. FD01-13, titled"Series 2001 Aluminum French 4PP��Impaet s;stant •. 1 Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest ievision `IV'dated,••�•, 000.. 01/20/15,prepared by manufacturer, signed and sealed by Franciseo•HernaadezjP. E. 0. 0000 0000. i 0000.. 0000. B. TESTS ..0000 1. Test report on: 1 Air Infiltration Test per FBC TAS 202-947.:0::0 •••• 0 0•" p ) �p • 2) Uniform Static Air Pressure Test, Loading;?er•F$C TAS 2Q2-94 0• • 0000.. 3) Water Resistance Test,per FBC, TAS 202.94•• ••• 4) Large Missile Impact Test per FBC, TAS 2(1?-94 •'•••• • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 " 6) Forced Entry Test, Side—Hinged Door Systems, per FBC, chapter 2411 3.2.1, TAS 202-94 and per AAMA 1304-02 along with marked—up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7262, dated 05/15/13, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 14-0109.06) a 2. Test report 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, Side—Hinged Door Systems, per FBC, chapter 2411 3.2.1,TAS 202-94 and per AAMA 1304-02 along with marked—up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3399, dated 08/16/02, signed and sealed by Joseph C. Chan,P. E. i (Submitted under previous NDA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with the Florida Building Code 5" Edition (2014), prepared, dated 01/20/15, signed and'sealed by Francisco Hernandez,P. E. 2. Glazing complies with ASTM E1300-04/09 1 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). t. 4 < orge M.Plasencia,P.E. r Product Control Unit Supervisor 1 NOA No. 17-1226.14 k Expiration Date: May 08,2023 Approval Date: April 05,2018 E-1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 issued to Kuraray America; Inc. for their "Kuraray PVB Glass Interlayer"expiring on 12/11/16. •••• . . .... ...... F. STATEMENTS • 1. Statement letter of conformance and complying with FBC 5"F.ditt4tl (2014) and with• • AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated.04Z8/15, r�gnad and: sealed by Francisco Hernandez, P. E. 0000 •i ••••• 2. Department of State Certification of SUNSHINE WINDOWS74ANUFACTUUING* ••• CORPORATION, INC. as a for profit corporation, active aj�or�anized•under the'•' :' laws of the State of Florida, dated 11/24/14 and e-filed by the Secrttz:ry of$tate, •;• 3. Statement letter of conformance and complying with -FBG-2010:arid'with. AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated•!x%05/1.3, ,sigr}4 and:o o•• sealed by Francisco Hernandez,P. E. (Submitted under previous NOA No. 14-0109.06) 4. Statement letter of no financial interest and independence, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NDA No. 14-0109.06) 5. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTL-7262, dated 05/15/13, signed& sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 14-0109.06) 6. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 04/24/03, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) 7. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 08/16/02, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) G. OTHERS ' 1. Notice of Acceptance No. 144109.06, issued to Sunshine Windows Manufacturing, 1 Inc. for their Series"2001 French 8-Ft. Outswing Aluminum Glazed Door-L.M.I.", z approved on 05/08/14 and expiring on 05/08/18. 2. NFRC U-Factor, SHGC, VT & Condensation Resistance Computer Simulation Report on: DDFR "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems"of the series 2001 Aluminum glazed outswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked-up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including Miami-Dade County NOA No. 14-0109.06 approval drawings, sheets 01 to 08 of 08, ' dated 12/03/13 and signed by Jose Sanchez, NFRC Certified Simulator-In- Responsible-Charge (CSIRC). -- (Submitted under previous NOA No. 14-0109.06) �`-lorge M.Plasencia,P.E. Pro net Control Unit Supervisor NOA No. 17-1226.14 Expiration Date: May 08,2023 Approval Date: April 05,2018 E-2 + Sunshine Windows Manufacturing,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED + 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD01-13, titled"Series 2001 Aluminum Outswing French DQdr-barge Missile Impact Resistant, sheets 01 through 08 of 08, dated 0P1f Z, with'tlfe'latest• • revision "2" dated 12/09/17, prepared by manufacturer, �gpp�. and-jgale� by ' Francisco Hernandez, P. E. ...:.. B. TESTS •'•• •' ••••• 1. None. t • C. CALCULATIONS • . . . . ...... 1. None. . . •..w.• F D. QUALITY ASSURANCE 1. Miami–Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers" expiring on 07/08/19. F. STATEMENTS i 1. Statement letter of conformance to FBC 6th Edition (2017),dated 12/09/17,prepared, signed and sealed by Francisco Hernandez Arces, P.E. G. OTHERS 1. This NOA revises NOA#15-0204.05, expiring on 05/08/18. i orge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-1226.14 + Expiration Date: May 08,2023 Approval Date: April 05,2018 E-3 f Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES(GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by.Miqjni—DadV,(;pttnty. ...... Department of Regulatory and Economic Resources(RER), Product Control%wlion(PCS).... .' (Submitted under previous NOA No. 14-0109.06) *of:** ••0 •••••• 000000 • 0 0 0•0 0 0 G.g >U FACTOR(" HERiV>[AI�TI #NSMITIYF�)BTU/HRI £ r�F '' �, • s ," •ar•+ice "� • ! f ,�-z ,rgt x 'y. x earsi i" -•-Jrr,F x ?t">".'�`"' s7a3 i ...• t .9, ; G, G*ACT`OR(S[II,AR-�EA GcAI1V,CQEFJ"[CIENT)BTU/,HR:T+T - ..i��► � -. ,4ir►s ;;; •e..� Simulation Report Product •• J G• :•• • .9: ..... ID No. No.: Description Glazing Components: U—Value SHGC00 .00 01-00 3/16 Clear • 1-01,,,!Q.57 000.. 0 01-01 3/16 Solar Bronze 0 1.01 0.46 .•��0 01-02 3/16 Solar Gray •' 1.0 j' ' • .43 • 01-03 3/16 Solex 1.07 • •0.45 01-04 1/4 Clear 1.07 0.56 01-05 FTL-7625 DDFR 1/4 Solar Bronze 1.07 0.44 01-06 1/4 Solar Gray 1.07 0.41 01-07 1/4 Solex 1.07 0.43 03-00 1/8—SB60/0.090 PVB 1/8 clr. 1.03 ' 0.32 04-00 1/8 Solar gray/0.090 PVB 1/8—SB60 1.03 0.31 0540 1/8 Solar gray/0.090 PVB 1/8—SB70XL 1.03 0.27 (Submitted under previous NOA No. 14-0109.06) Legend Abbreviations: Description:__ PVB Poly Vinyl Interlayer c1r. Clear Glass SB60 PPG Solarban 60 or 70 @#2 Surface Typical SB70XL PPG Solarban 60 or 70 @#2 Surface Typical (Submitted under previous NOA No. 14-0109.06) t orge M.Plasencia,P.E. I, Product Control Unit Supervisor NOA No. 17-1226.14 Expiration Date: May 08,2023 Approval Date: April 05,2018 G-1 f I , i. SEE INTERLOCK CLUSTER GENERAL NOTES: 5" 12" 5" 12" DETAILS ON SHEET 2 OF 8 MAX. MAX. D MAX. MAX. 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) 16 AND FBC 6TH EDITION (2017). rn / 2•- SHUTTERS ARE NOT REQUIRED. 3.- REFERENCE TEST REPORT FTL - 7262 DATED ON 4/15/2013. Sunshine Windows Manufactu in, Inc. 25 7/8" 25 7/8" \ 4.- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE 1745 W.33rd Placa CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON Ph: (h,5)364 33012 MAX, D.L.O. MAX. D.L.O. \ SHEETS 3, 4 AND 5 OF 8. F. (3os)3s4-5152 WIDTH WIDTH \ ,:� For:(305)B2B-5178 6 = 6 C \ 5.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE F LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL Z w / o = BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. F o 0 15 °� w PLATES 15 "� 6.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G = 0.55 OF �+ �" 0 \ o / GREATER DENSITY. C w p \ 14 p \ 14 a 7.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY lzy A a WITH THE FOLLOWING REQUIREMENTS: \ iE.) A \\ B A\\ A - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. .a U - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT \ N REV• BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. Q C� - FILLED CMU Fm' = 2000 PSI MIN. 8.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS tV a io \ io THAN 1/8". ALUMINUM SHALL BE 6063-T6. Lz rz.4 16 W r3 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED 5" 12" 5" 12" 16 (BY OTHERS) AS SPECIFIED IN FBC. W F MAX. MAX. MAX. MAX. UJ ►7 W SEE CLUSTER DETAILS 10,- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 16 GAUGE. STEEL O ON SHEET 2 OF 8 SHALL BE Fy = 36 KSI MIN. a 37" 72" 11.- DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS a MAX. DOOR FRAME WIDTH MAX. DOOR FRAME WIDTH REQUIREMENTS OF FBC. ELEVATIONS 12.- COLONIAL MUNTINS CAN BE APPLIED. w n 13.- SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF 8. m � DESIGN PRESSURES 14,- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM a F MAX. DOOR DOOR LEAF DESIGN PRESSURE (PSF) C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. N00 WIDTH INDEX OF DRAWINGS FRAME HEIGHT (NOMINAL) EXT. (+) INT. U O W O 1 OF 8 DOOR ELEVATIONS, DESIGN PRESSURES CHART, 3'-0" 77.13 77.13 vi o rn GENERAL NOTES AND INDEX OF DRAWINGS. 8-0 2'-6" • 80.00 89.13 a 3 2 OF 8 INTERLOCK CLUSTERS DETAILS - 80.0090.0SCO HERA/ 2'-6" • 90.00 • • •• • • • • • Q t< w o 3 OF 8 TYPICAL HEAD SECTIONS. 80.00 • •• • • • • ••• • ��' No.51393 - FOR ••• •• •• • • • •• *; z - a 4 OF 8 TYPICAL JAMB SECTIONS. ' PRODUCT REVISED 5 OF 8 TYPICAL SILL SECTIONS. FLUSH BOLTS- as complying with the Florida STATE OF <(/ DRAWING No. Building Code %Q,C••., �� 17.1 1.14 pt D?.- : FD01-13 6 OF 8 :_HORIZONTAL SECTIONS & INSTALLATION NOTES. 1,- TOTAL OF 4 (2 AT ACTIVE-LEAF AND 2 AT INACTNE • ••• -NOa-x.•• • �,CCpJ ... aG - - - - LEAF AT HEAD AND AT SILL OF EACH). - 0 7 OF 8 VERTICAL SECTIONS & MATERIAL LIST. Ezpjratio�Date 05/b8/2025 ��,�"1Nd`-G`\\`�� DATE:05/76/13 . • • • • •% } •• • • r r r r l I I l r�� 2.- ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN • • •• 11"y• ✓1''`"' SCALE: N.T.S. 8 OF 8 CORNER DETAILS. ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN • • Miami-D�r rodu'F ytptrol•• FRANCISCO HERNANDEZ ON CHART. FLORIDA PE # 51393 SHEET 1 OF e ••• • • • • ••• • • • •• •• • • • •• •• ••• 0 • 0 ••• 0 • ............... .............. ......... ............................... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place 4.1-h,Florida 33012 DOUBLE DOOR Ph: (305)364-9952 DOUBLE DOOR DOUBLE DOOR ` F..:(305)828-51 18 CENTER LINE CENTER LINE / CENTER LINE I F, 4 - 5/16-((J ULTRACONS I 5 - 5/16.0 ULTRACONS 4 - 1/4.0 KWIK-FLEX Z WITH 1 3/4- MIN. EMBEDMENT WITH 1 7/8- MIN. EMBEDMENT SELF DRILLING SCREWS QI INTO CONCRETE. INTO WOOD. I THROUGH METAL WITH MIN. 3 �/ THREADS BEYOND THE F1q rA 4" 4" 4" 4' O "" 4" 4"1 4" 4" 4" 4" 4" 4" SUBSTRATE. �ZApW4 Z � o w � N Z a � rZr � H � H `i' O CW7 A4 • Q a CLUSTER DETAIL CLUSTER DETAIL CLUSTER DETAIL FOR ATTACHMENT TO CONCRETE FOR ATTACHMENT TO WOOD FOR ATTACHMENT TO METAL -0 WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL o o AT FRAME HEAD AND FRAME SILL p N �W O 4 O mV W O p 0 3 INTERLOCK CLUSTERS DETAILS ••• •••• ••••. •• •• ••• •• ••.. �� ,•' C11011IH1iE R ,// TR\. ..... .. I o iN'0_P`X •P N Qo o j • •• • tea• • • • • • • • • • 0.51393 i •• ••• •P•RODGCT AEOIS96 .� .17393 DRAWING No. as complying with the Florida Building Code STATE OF �� FDO 1—13 NOA-No. 17-1226.14 OT'. <[/ • ••• _ • '•.;°CORIOP.•'•G\1 DATE:05/16/13 _ _ •' • • • E�Pirat��Date 0 � /2 .i,CCt�s . - - -. • • • • •- � .r • • /j 1�NAl..E�� SCALE: N.T.S. • • • • aml- roduc on of • FRANCISCO 4RNANDEZ ••• •• •• •' 000 •• • FLORIDA PE # 51393 SHEET 2 OF 8 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 112" 1/4" 0 ULTRACON WITH 1 3/4" MIN. 1/4" 0 ULTRACON WITH 1 3/4" MIN. 1/4" 0 KWIK FLEX SELF DRILLING MIN. EMBEDMENT INTO CONCRETE. EMBEDMENT INTO CONCRETE. SCREWS THROUGH METAL FOR MAX. ANCHOR SPACING SEE 2 1/2 FOR MAX. ANCHOR SPACING SEE WITH MIN. 3 THREADS BEYOND EDGE DISTANCE ELEVATIONS ON SHEET 1 OF 8. FOR MIN. ELEVATIONS ON SHEET 1 OF 8. FOR 1 THE SUBSTRATE. EDGE DISTANCE MIN. FOR MAX. ANCHOR SPACING CLUSTERS USE 5 /16" 0 ULTRACONS. CLUSTERS USE 5 /16" 0•ULTRACONS. SEE CLUSTER DETAILS ON SHEET 2 OF 8. SEE CLUSTER DETAILS ON SHEET 2 OF 8. E.D. SEE ELEVATIONS ON SHEET 1 OF B. . I �---{ SEE CLUSTER DETAILS ON a ? 4 I I SHEET 2 of 8. Sunshine Windows a Manufacturing, Inc. a �z 1745 W.a33,d Place M d Hiaimh,Fl Hft 33012 a Ph:(305)364-9952 � Fa><:(305)828-5118 a 1" BY WOOD BUCK BY a F OTHERS MUST BE a vx Q P7rF_ PROPERLY SEALED AND U [� a LT ANCHORED TO 4 T'I Lt tJ 0 O TRANSFER LOADS TO THE STRUCTURE AND II II METAL STRUCTURAL MEMBER BY A a I I L7/8- MIN. APPROVED BY BUILDING I I 7/8" MIN I I OTHERS SHALL BE MINIMUM 18 I I FLUSH BOLT OFFICIAL PRIOR TO 1 I FLUSH BOLT I I GAUGE AND SHALL WITHSTAND I ( ENGAGEMENT DOOR INSTALLATION, I I ENGAGEMENT I I ANCHOR SHEAR FORCES. L� U INTO FRAME I I INTO FRAME I I INSTALLATION SHALL BE �4 Z d I THROUGH 1" X 5/8" I I THROUGH 1" X 5/8" I I APPROVED BY BUILDING HOLE. 21 HOLE. OFFICIAL PRIOR TO DOOR INSTALLATION. O �" 0.0 EXTERIORT1INTERIOR TERIOR INTERIOR EXTERIOR INTERIOR CC) d ATTACHMENT TO CONCRETE ATTACHMENT TO CONCRETE ATTACHMENT TO METAL STRUCT. W F THROUGH 1 X WOOD BUCK WITHOUT WOOD BUCK 1 1/4" �r MIN. 1/4" 0 KWIK FLEX SELF DRILLING MIN. a E.D. SCREWS THROUGH METAL MIAMI-DADE COUNTY F—� WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. WOODEN STRUCTURE OR APPROVED MULLION. iV 1/8" MIN. THICKNESS. FOR MAX. ANCHOR SPACING 2 X WOOD BUCK (BY OTHERS). WOOD u 0 (UNDER SEPARATE NOA) SEE ELEVATIONS ON SHEET 1 OF 8 BUCK MUST BE PROPERLY ATTACHED Q z i AND CLUSTER DETAILS ON TO TRANSFER GLAZING SYSTEM LOADS fr— SHEET 2 OF 8. TO THE STRUCTURE AND APPROVED BY N 1/4" 0 ULTRACON WITH 1 1/2" BUILDING OFFICIAL PRIOR TO WINDOW 0 x a MIN. EMBEDMENT INTO WOOD. o INSTALLATION. o o FOR MAX. ANCHOR SPACING SEE — _^Z z 0 o <X ELEVATIONS ON SHEET 1 OF 8. I < in N �� TJ FOR CLUSTERS USE 5/16" 0 I T`;1 �� a I 7/8- MIN ULTRACON. SEE CLUSTER DETAILS ON I I 11111 111 i i I I F USH BOLT SHEET 2 OF 8. I I 7/8" MIN.•" "• • •'• • •" ��•`�G�SGQ:HE. ,i o rn ENGAGEMENT • •• • • • • • I I INTO FRAME I I FLUSH BOL • •• • • • • ••• • Q�. LICENSE THROUGH 1" X 5/8" I I ENGAGEMENT • • • • • • • • • �: I I / I I INTO FRAML•• •• • • • •• = o I I HOLE. I I THROUGH 1" X 5/8" I INTERIOR EXTERIOR HOLE. as ooucT r�vlseFl 1i� DRAWING No. _ as complying with the Florida � qST�Ell Building CodeEXTERIOR - - - - INTERIOV :e;No••• '. '1226.14.•• oT OF :=<C/\ Foos—i3 TYPICAL HEAD SECTIONS • • • to eatiorZate 05/(;6/202; . ,�5 '•�ORIOP.�G`\ DATE:05/16/13 • • syp• "•-• _,• • • ///5/0NAL_10 SCALE: N.T.S. • • •• ATTACHMENT TO MULLION ATTACHMENT TO WOOD' • M mi-0a produc ro • FRANCISCO HER FLORIDA PE # 51393 51393 SHEET 3 OF 8 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 1" X WOOD BUCK BY OTHERS MUST BE 1/4" SHIM PROPERLY SEALED AND ANCHORED TO MAX. (TYP) TRANSFER LOADS TO THE STRUCTURE AND WOODEN STRUCTURE OR 1 APPROVED BY BUILDING OFFICIAL PRIOR TO 2 X WOOD BUCK (BY OTHERS). ° I DOOR INSTALLATION. WOOD BUCKS MUST BE PROPERLY $UnShine Windows 1/4" 0 ULTRACON WITH 1 3/4" MIN. ATTACHED TO TRANSFER GLAZING �iDnufocturin Inc. 9 EMBEDMENT INTO CONCRETE. SYSTEM LOADS TO THE STRUCTURE 745 W.]3 d Place ° I FOR MAX. ANCHOR SPACING SEE ELEVATIONS AND SHALL BE APPROVED BY \ I Noi.eh,nae.a�o1z BUILDING OFFICIAL PRIOR TO Ph:(305)364-9952 ° ON SHEET 1 OF 8. _� Fox:(305)828-3118 -- i WINDOW INSTALLATION 1 3/4" 'I 1 1 \1/2" MIN. INTERIOR 1/4 F " 0 ULTRACON WITH 1 1/2" MIN. I INTERIOR MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE E' ELEVATIONS ON SHEET 1 OF 8. O rte. MIAMI—DADE COUNTY W APPROVED MULLION oL A x F �Zo Q (UNDER SEPARATE NOA) EXTERIOR U U EXTERIOR w N�� 1/4" SHIM 1/4" 0 KWIK FLEX SELF DRILLING MAX. (TYP) SCREWS THROUGH METAL WITH MIN. ATTACHMENT TO WOOD Ix 3 THREADS BEYOND THE SUBSTATE. O Dr. 0-4 FOR MAX. ANCHOR SPACING SEE O U W ELEVATIONS ON SHEET 1 OF 8. METAL STRUCTURAL MEMBER BY N OTHERS SHALL BE MINIMUM CIO 11 ATTACHMENT TO CONCRETE/MASONRY4n�,�4 1/4" SHIM 18 GAUGE AND SHALL WITHSTANDTHROUGH 1 X WOOD BUCK INTERIORMAX. (TYP NSTAANCH�LATION SHALR SHEAR OLR BE APPROVEDFBY BUILDING OFFICIAL PRIOR TODOOR INSTALLATION. 42M F 1/4" 0 KWIK FLEX SELF DRILLINGSCREWS THROUGH METAL WITH MIN.�'d 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE 1/4" 0 ULTRACON WITHQ ELEVATIONS ON SHEET 1 OF 8.1 3/4" MIN. EMBEDMENT EXTERIOR U WO INTO CONCRETE. MAX. (TY ) INTERIOR 91 a SEE ELEVATIONSOONSPACING ATTACHMENT TO MULLION F ° I SHEET 1 OF 8. N 00 0 0 Z�E U 1 MIN4 INTERIOR ^gw N < 0� 0 � a EXTERIOR A'I 7ACIL'VIE1�I Z Ci METAL STRa I HER d • • • • • • • • • � C��'" - ° O TYPICAL JAMB SECTIONS PRODUCT REVISED Z \Z _ No.51393 WE XTE R I 0 R as complying with the Florida =* * DRAWING No. N 0 • 0** NSA-NoBuildingse e e 17-12x6.14• _ 2��_�11 g FD01—13 • • • �tP�atior`Date 0�'• STATE OF (V� ATTACHMENT TO CONCRETE/MASONRY • • • • •_ • CC '-F.ORIOP..•' �� DATE:OS/16/13 • e .• �Y_ '- �'i�S8/0 ��G�� SCALE: N.T.S. WITHOUT WOOD BUCK • . Mjpmr-0a roduc�C��trol • FRANCISC6 H��(I�/A� E�` FLORIDA PE 593 SHEET 4 OF 8 • • • • • • • • • • • •• .• • • • .• .• .......... ............. OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY HIGH STRENGTH GROUT. HIGH STRENGTH GROUT. OTHERS. MUST BE MIN. 3 KSI. MUST BE MIN. 3 KSI. 144 Sunshine endows NON SHRINK, NON METALIC NON SHRINK, NON METALIC Manufacturing, Inc. PER ASTM C1107. PER ASTM C1107. 745 W.330 °�a ' Hola°h,Fl 'd°33012 Ph: (305)364-9952 EXTERIOR i i INTERIOR EXTERIOR i i INTERIOR WOODEN STRUCTURE OR Fax:(3o5)626-5716 I ODUMUSTB BOTHERS). WOOD BUCKS E PROPERLY ATTACHED TO z 7/8" MIN. ° TRANSFER GLAZING SYSTEM FLUSH BOLT a LOADS TO THE STRUCTURE AND rA F ENGAGEMENT APPROVED BY BUILDING Q INTO FRAME ° 7/8" MIN. OFFICIAL PRIOR TO WINDOW W THROUGH 1" X 5/8" ° ° ° FLUSH BOLT INSTALLATION ,Z HOLE. a ° ENGAGEMENT INTO FRAME ULTRACON WITH 1 3/4" MIN. THROUGH 1" X 5/8" U U EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE HOLE. a° ad a7- ° 'c ' ELEVATIONS ON SHEET 1 OF 8. FOR CLUSTERS USE 5 /16" 0 ULTRACONS. 1 1/4" 1/4" 0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. CC G" i"r SEE CLUSTER DETAILS ON SHEET 2 OF S. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. N U� W MIN. EDGE DIST. FOR CLUSTER USE 5/16" 0 ULTRACONS. SEE CLUSTER DETAILS Z ATTACHMENT TO CONCRETE ON SHEET 2 OF 8. �W-+ ATTACHMENT TO WOOD a H 0 METAL STRUCTURAL MEMBER BY GLAZING DETAIL a OTHERS SHALL BE MINIMUM HIGH STRENGTH GROUT. 18 GAUGE AND SHALL 0.090" TROSIFOL PVB INT MUST BE MIN. 3 KSI, WITHSTAND ANCHOR SHEAR ERLAYER BY NON SHRINK, NON METALIC FORCES. INSTALLATION SHALL KURARAY AMERICA. PER ASTM C1107. BE APPROVED BY BUILDING 1/8" HEAT �R OFFICIAL PRIOR TO DOOR � STRENGTHENED 1/8" HEAT INSTALLATION. GLASS STRENGTHENED a m EXTERIOR i INTERIOR GLASS , sW EXTERIOR ARCHITECTURAL m �x 1 PERIMETER TRIM o 26 1 (OPTIONAL) o w o 1 /2 "GLASS BITE ui a Ln 7/8" MIN. (MINIMUM) a Z o 0 3 FLUSH BOLT SILICO I. ENGAGEMENT TYPICAL SILL SECTIONS •• °4"" ��'�'�99 0 NTO FRAME �1/4" 0 KWIK FLEX SELFtg • • • • • • • • • `� SSG,,.....R�, i, N N THROUGH 1" X 5/8" DRILLING SCREWS THROUGH • •• • • • • ••• • F O o o HOLE. METAL WITH MIN. 3 THREADS • _ ; BEYOND THE SUBSTRATE. •• •• •• • • • •• �N 51393 _ FOR MAX. ANCHOR SPACING PRODUCT REVISED = p *- DRAWING No. 1" as complying with the Florida - 1.��-�$, SEE ELEVATIONS ON SHEEP 1 OF 8 AND Building&ea. " ° �- FD01-13 MIN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF 8. • ••• �OA-�Y• 17-1126.14• STATE OF ((�, F - r - - • • • -•ExPirati�Date Og/OSr10t3 • %(C �..<ORIOP.'G\� DATE:05/16/13 • • • • •.. / / N.T.S. ATTACHMENT TO METAL • • • •By • ,� i SS ONAL ?` SCALE: • • • •1'�li - -a.V.%.tM•• FRANCI� a1DE2 FLORIDA PE � 51393 SHEET 5 OF e ••• • • • • ••• • • • • • • • • • • • • ••• • 6 • ••• • • 14 15 2 B INTERIOR Sunshine Vfndows e Mcinufoctudng, Inc. 13 5 12 12 5 16 13 7 16 5 12 12 5 13 1745 W.33rd Pace Hialeah,Florida 33012 Ph:(305)364-9952 Fax:(305)628-5178 z 0 -7 x4 O 6 EXTERIOR C 4.38 4.38 6 O Z A a DOUBLE DOOR FRAME WIDTH U U a z d INSTALLATION NOTES a 1—FOR ANCHORS MAX. SPACING SEE DOOR ELEVATION ON ~ SHEET 1 OF S. N Z a 2—FOR CLUSTER DETAILS SEE SHEET 2 OF 8. FOR 15 14 W CLUSTERS USE ALWAYS 5/16" 0 ULTRACONS BY ELCO. 2 Uj 3.-FOR ANCHOR TYPE AND INSTALLATION DETAILS SEE 2 INTERIOR a w TYPICAL SECTIONS ON SHEETS 3, 4, & 5 OF B. g Q U► B l3 5 12 12 5 16 4.-FOR ATTACHMENT TO CONCRETE THROUGH 1" X WOOD BUCK (EXCEPT IN CLUSTERS) USE 1/4" 0 ULTRACONS ..1 BY ELCO WITH 1 3/4" MIN. EMBEDMENT INTO SUBSTRATE AND 2 1/2" MIN. EDGE DISTANCE. 5.-FOR ATTACHMENTE TO CONCRET WITHOUT WOOD BUCKS v (EXCEPT IN CLUSTERS) USE 1/4" 0 ULTRACONS BY m z ELCO WITH 1 3/4" MIN. EMBEDMENT INTO SUBSTRATE < E AND 2 1/2" MIN. EDGE DISTANCE. N $w 6.-FOR ATTACHMENT TO WOODEN STRUCTURES OR 2" X O EXTERIOR OB o o WOOD BUCKS (EXCEPT IN CLUSTERS) USE 1/4" 0 6 0 0 0 ULTRACONS BY ELCO WITH 1 1/2" PENETRATION INTO SINGLE DOOR FRAME WIDTH in a SUBSTRATE AND 1 1/4" EDGE DISTANCE. 7.-FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) :•• ••: •• e•i i i i•• \ 0 I HERNq''', o 0 OR ALUMINUM MEMEBERS (1/8" MIN. WALL THICKNESS) • •• • • • • ••• • P�..'�1GENSF USE 1/4" KWIK-FLEX SELF DRILLING SCREWS • • • • • • • • • INCLUDING CLUSTERS. •• •• 0 00 0 0 8.-USE HIGH STRENGTH, NON SHRINK NON METALLIC PRODUCT REVISED _* it GROUT (MIN 3 KSI) BETWEEN DOOR SILL AND HORIZONTAL SECTIONS as complying with the Florida z_ty_f or:AWINc No. — CONCRETE SLAB CONTINUOUSLY ALONG SILL ••• • • •t�bj+NE.` 17-1216.14• OT.•t`�T�dE of ••• x:ratlo:DateOSIO� ��i�SS./F(. .�A • • •• ' •ep• r• �L—_a__. ''ii 0N111 • • RL:6 o trot • FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEEP 6 OF 8 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ........... MATERIAL LIST No PART CITY PART DESCRIPTION MATERIAL 1 GAS-46913 1 FRAME HEAD 6063-T6 SEE NOTE 1 2 GAS-46912 2 FRAME JAMB 6063-T6 .............. .............. ON SHEET 7 OF 8 B Sunshine Windows 3 CAS-46915 1 FRAME SILL 6063-T6 Manufacturing, Inc. 4 GAS-46914 4 PANEL TOP AND BOTTOM RAIL 6063-T5 1745 W.33rd Placa 5 GAS-46910 4 PANEL STILE 6063-T6 K.J.h,Rid.33012 Ph: (305)364-9952 1 6 CAS-46917 3 / LEAVE HINGE 6063-T5 F..:(305)828-51 18 7 GAS-46916 1 ADAPTER 6063-T5 (~ O 4 B GAS-40928 AS REO'D FLAT FlLL COVER 6063-T5 z I I 1 3 10 9 GAS-46911 OPTIONAL PERIMETER TRIM 6063-T5 Q I 10 1LY73 AS REO'D 10 X 1" SCREWS GRADE 5 STEELp4 E 16 I 1 1 11 1MB16 AS REO'D 10 X 1 1/2" SCREWS GRADE 5 STEEL :� O T~/J SEALANT AS REO 4 INTERIOR E R I O R 12 'D DOW CORNING 899 SILICONE EXTERIOR y Q a I I I�- I I 13 W33321 NK0020 AS REO'D ULTRA FIN WEATHERSEAL BY ULTRAFAB.187 X .320 POLYPROPYLENE x E, 1 1 14 RA-209OL3RZA83BP 1 LOCK (LATCH) ZINC V V = 15 RA-209DZIABBP 1 LOCK (DEAD BOLT) ZINC z a C7 1 16 FLUSH BOLTS 2 / LEAVE FLUSH BOLTS ZINC / STEEL a = LAMINATED L.M.I. RESISTANT GLASS 77 %109HT-100 AS REO'D D SECTION FOAM RUBBER SEAL EPDM LU N W Q 9 (1/8" H.S. GLASS + 0.09 TROSIFOL PVB + 1/8" H.S. GLASS) z BY KURARAY AMERICA CA rA N o 00 C? W E+ ^ .078" N Ln ;;� W 11 0 0 0 0 0 C5 Ln U?oo ar 16 II 4 0 � a I I 11 5.00 5.00 5.00 II 3 - O I I 13 10 1O O2 30 c.)� II ? < d N667 0" w 00 17 m W ^ 03 O O b SEE NOTE t 10 0 o tf, 062" z c z ON SHEET 7 OF 8 ^ .908" �� a voi I` 4.00 I I 4.375 13 VERTICAL SECTIONS T '• ••• • 0 • • • •f ,%1111111,00 , ^ ^o ^ f• • • • • ...Ln • CSG' �lctwse•q,G O p O • • • • • • • • • CLQ,. NOTE: ° � •• •• _ Nc,13IJ3 7i n 1.- 7/8" MIN. FLUSH BOLT ENGAGEMENT. PRODUCT REVISED = 3.50 .657 as complying with the Florida ' DRAWING No. ,B,}u�ildin lode "�(/" ••• ••• { " • 17-1 2t6.14• p�•, STATE OF CV�' "FDO 1-13 •..FC ORIOP'.•'• \��\ ® O ••• : :xp.attodDate O5/!�8`2�02` '. SS/• ��G DATE:OS/16/13 • • •• g ff__ s_f- '...-.-• • ONALt1��` SCALE: N.T.S. • • mFamt=oa roduc rol • FRANCISCO HE� ANDEZ FLORIDA PE # 51393 SHEET 7 OF a TOP CORNER 2 # 10 BY 1" PH. PAN HEAD SMS TOP CORNER 2 # 10 BY 1 1/2" PH. FLAT HERO SMS Sunshine Windows Manufacturing, Inc. \ 1745 W.33rd Pioce IM-h,Flmfdo 33012 Ph: (305)364-9952 / Fax:(305)828-5118 F Zd' Z A a � � zd QW � owe N Z a 2 # 10 BY 1 1/2" PH. G>a FLAT HEAD SMSCIO �J ►�•i W F I\ a 0 2 # 10 BY 1" PH. PAN HEAD SMS \ w o m z c 0 0 O W Z O O p / BOTTOM CORNER o 0 z / BOTTOM CORNER of Nof 3 .010©t LDANIF!l. CQRNERs DOOR FRAME CORNERS .. . . . . ... 104LE: NTS �� S..O HERtiq F o 0 • • • • • • • • • Pa.' \CENSE SCALE: NTS •• •• r N 0 N=.51393 z PRODUCT REVISED as complying with the Florida :i ti - DRAWING No. • ••• Bridin9"4p • Z�Ir{�lp 41 • • • �IOf&No.• 17- 11 '� '. �� FD01-13 FD 4 O STATE OF i T P'..... ••• �xp�ation�ate $( 2 �((`s'-.......ID,.''G\\ DATE:05/16/13 ••• :• • .• .i...�• s/ONAL�?�`\ SCALE: N.T.S. .. Mla -Dade='odoctControl FRANCISC'&'IAERNAEZ SHEEP 8 OF e FLORIDA PE # 51393 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-RADE MIAMI-DADE COUNTY g PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy + Sunshine Windows Manufacturing,Inc. 1745 W.33�''Place Hialeah,FL 33012 SCOPE: .... This NOA is being issued under the applicable rules and regulations goveming.the use of dcilst ttion ...... ' materials. The documentation submitted has been reviewed and accepted by Mia%i.15aae County*RER - r Product Control Section to be used in Miami Dade County and other areas where al"wed by the•A,uthbrity •••••• Having Jurisdiction(AHJ). •'•"' 0 ' This NOA shall not be valid after the expiration date stated below.The Miami-Dade„CeQtt#y Prod, l�ptrol • I Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade Ctnilty)reser'4e the right to have this product or material tested for quality assurance purposes. If this protltt:f bf mate0al'fails to *0*• .. ... . ...... perform in the accepted manner, the manufacturer will incur the expense of such testm�and the AM may :• immediately revoke, modify, or suspend the use of such product or material within 04heii JQrisdicJion 0 RER ��0 ` reserves the right to revoke this acceptance, if it is determined by Miami-Dade bounty Prodaet'"fatrol . F Section that this product or material fails to meet the requirements of the applicable ftlIng code. .. . This product is approved as described herein, and has been designed to comply with the Florida 0trirding t Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series "1650(XOX)”Aluminum Horizontal Sliding Window—L.M.I. ► APPROVAL DOCUMENT: Drawing No. HR08-02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated 07/21/08, with revision 3 dated 09/25/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami— Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING.Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. f TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ' of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ' ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its j distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-1212.04 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. e NOA No. 17-1017.09 MIAMbDADE COUNTY / Expiration Date: August 19,2019 I� 'n Approval Date: December 21,2017 ( Page 1 Y1 1 F Sunshine Windows Manufacturing,_Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � t ' 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRANVINGS 1. Manufacturer's die drawings and sections. + (Submitted under NOA No. 07-0810.06) 2. Drawing No. HR08-02, titled "Series 1650 Aluminum Horizontal Sliding• ndow (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated Q7/2 i/.08,witif fevision•••';' 2 dated 11/20/14, prepared by manufacturer, signed and sealed by.TrUisco • Hernandez,P.E. • B. TESTS •••• ••;••� 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 ••;••; ." ""' 2)Uniform Static Air Pressure Test, Loading per FM TAS!!b7-94 ••:• 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, TM&73-N •• • 1 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 •• • along with marked-up drawings and installation diagram of an aluminum horizontal , sliding window with 0.34" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5352, dated 12/07/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NDA No. 07-0810.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014),prepared by manufacturer, dated 11/20/14, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 E ' D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). t E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. Manu e .E. Product Contrlil�Empiner NOA No. 17.09 ' i Expiration Date: August 19,2019 Approval Date: December 2l,2017 ' E-1 s i Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i ' F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t'' Edition (2014) and of no financial interest, dated 11/20/14, signed and scaled by Francisco Hernandez, P.E. 2. Statement letter of conformance, complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez,P.E. ...• (Submitted under NOA No. 13-0416.13) . . .... ...... 3. Laboratory compliance letter for Test Reports No. FTL-5352,6ctated 12/w/07-f6sued '. by Fenestration Testing Laboratory Inc. signed and sealed by MN;s S. Riondk �.E. (Submitted under NDA No. 07-0810.06) .... . ..... G. OTHERS """ 1. Notice of Acceptance No. 13-0416.13, issued to Sunshine W1ildMvs Manufacturing," Inc. for their Series "1650 (XOX)" Aluminum Horizontal Slt*iling 0'JindoVi approved on 05/17/12 and expiring on 08/19/18. r 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. HR08-02,titled"Series 1650 Aluminum Horizontal Sliding Window (X- OX) Impact Resistant Glass", sheets 1 through 6 of 6, dated 07/21/08,with revision No. 3 dated 09/25/17,prepared by manufacturer, signed and sealed by Francisco Hernandez,P.E. B. TESTS ' 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16,-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F anuel P r Mez,P.E. Product Control xa iner NOA No.17-1017.09 r Expiration Date: August 19,2019 ' Approval Date: December 21,2017 E-2 I � i Sunshine Windows ManufactwrinIZ,Inc. 3 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated September 25, 2017, signed and sealed by Francisco Hernandez,P.E. 2. Proposal No. 17-0539R2 issued by the Miami-Dade County Product Control Section, dated 12/07/17, signed by Manuel Perez, P.E. 0000 3. Email from manufacturer requesting a I-year extension to allow tirge 4o perform•• ••••;• verification test, dated 12/15/17, signed by Noel Martinez,AssisMt Managel, '. Sunshine Windows Mfg. Inc. 0.0.0• •0 •.••". •••t_'•• Y • • 0000•• 0000 • • • • G. OTHERS0 0••••0 ••Y• • 0000• 1. Notice of Acceptance No. 14-1212.04, issued to Sunshine Winti : MarVKt Lt%ring, ••'•• Inc. for their Series "1650 (XOX)" Aluminum Horizontal Slid11l'g Window"rt'11", " } approved on 05/14/15 and expiring on 08/19/18. "••""" • 0000•• 2. One year approval, subjected to successful verification test. 0 • 0000•• r 1 i I 1 i i Manuel Pe z, E. Product Control xam ner NOA No. 1 7.09 F Expiration Date: August 19,2019 Approval Date: December 21,2017 E-3 1 r FALSE MUNTINS(SURFACE APPLIED) MAY BE USED DESIGN-PRESSURE-CHART PSF _� 3" MAX. 8 1/2"MAX. 3" MAX. 8 1/2" MAX. $p[Z1NS-I650 ALUMIINUNI HORIZONTAL SLIDING WINDOW(XOX) I I f.MPA(T RESISTANT GLASS L �� II II Et n� (� �� E1 Sunshine Windows \k7NDOW ANOSiOR HUR RICA.NC 1'ROTCCTION IM k, MASS IMPAgT eLAss IMPACTIPASS WA91 GusS IMPACJJq IMPA91GV55 Nanu{acturing, �H,^.. DINW-VISION SCHF.DULC [S NOT REQUIRED = �L_ _JL_JL_ - �� JLr JILL- JL 1745 W. 33rd Place -�r- -II'-- Hialeah,Florida 33012 J��f{y/ 'I,� Ph: (385)364-9952 PER PER Uq G II II D O C ,Ip D E Fa.:(3o5)82a-5118 WIDTH HEIGHT HEAD R JAMB ExfF18DR-(+) INTERIOR(-) //�pl' ////t SILL Z_ -�L_�L_= JL 74' g 60.00 60.00 0 -ir ��= 1 - X ZSR SOx 25fi 33X 3370 33X 11 , O Tor, 1/4" 26- V5 6" 13 3 60.00 60.00 x W 1t1" 14 60.00 60.00 � - - 11 74, 60.00 Bi0 3 B B1 4 Q 106 1/4" 38 3/8" 13 4 60.00 tt 14 60.00 60.00 3"MAX. 8 1/2•MAx. 3" MAX. a t/2"Mnx. � '7L-1 E� WIN OV7 WIDTH WINDOW WIDTH 74" g 60.00 60.00 ---- �J Z Z 106 1/4• 50 5/8" 13 5 60.00 50.00 TYPICAL ELEVATION(XOX)25/50/25 TYPICAL ELEVATION(XOX)33/33/33 4 Z H H 11 14 60.00 60.00Irl un O -- 74" g 60.00 60.00 � W 106 t/4' 63" 13 6 56.OD 56.00 GENERAL NOTES: 14 56.80 56.80 W 1.- THIS PRODUCT MEET$ THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). "-4 ¢ U i2• 9 60.00 60.00 2.- XOX CONFIGURATION APPLIES TO 25%-50%-257 PROPORTIONS FOR ALL.DIMENSIONS ON CHART. E. Q e4 t t 3 60.00 60.00 XOX CONFIGURATION APPLIES TO 33%-33%-33% PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84". Z Q. 98• 24" 12 60.00 60.00 3.- SHUTTERS ARE NOT REQUIRED. C 10e• 13 60.00 60.00 4.- FOR NUMBER OF ANCHOR$ FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. N 5-- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS 12' g 60.00 _ 60.00 ON SHEET 2 THRU 4. C) 134" 11 60.00 60.00 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: S n 96" ss" 12 4 60.00 60.00 - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. 108' 13 60.00 60.00 - CMU AS PER ASTM 090. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM > COMPRESSIVE STRENGTH OF 1.9 KSI. 3 3 72" g 60.00 60.00 FILLED CMU Fm' = 2000 PSI MIN. v w w i Q. 84" m 11 60.00 60.00 7.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD a N a N O 98" 48" 5 SPECIFICATION FOR PACKAGED DRY. av d 12 60.00 60.00 o g z s z _1 [ B.- WOOD HOST STRUCTURE $HALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. + o o 8 0 ae' 13 60.00 60.00 g,- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE.. STEEL-SHALL BE Fy = 36 KSI MIN. o w Z w iz• 9 60.00 50.00 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". e4' 11 60.00 60.00 ALUMINUM SHALL BE 6b63-T6. o Q o 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BF_ PROPERLY w � m v v 98• so• 12 6 60.00 60.00 ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO•THE•ITRUCTURE \`ItIllrrr oa" 13 56.40 56.40 AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIYR TO":R INS�yI°'LI6A%N.• • • \, \ I/'/ n r 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL•BE PROTFaCTED•FBY•OTMERIS • • \�� S. ....I- 7i AS SPECIFIED IN FBC QTH EDITION (2017). • •• • • • • ••• • �GeNsE �2� $ WIND LOAD A.S.D.FACTOR NOTE: GLASS: ••• ••s ••• ••• .i ••• fir' a o o 4: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF THE DESIGN PRESSURES SHOWN ON THESE CHARTS 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND < QRAWING No. LOADS CALCULATED BASED ON "ULTIMATE WIND T FILM DUPONT6UPONT BUTACiTE DVB, BETWEEN THE TWO LITES OF CLASS•• • ••• • • LAMINATED BY TECNOGLA$$. • • • • • • •- • • T EOF Wil\ t,.�r..Q8_02 SPEED" AS DETERMINED FROM ASCE 7-10 OR • • • • • • • • • Ft atoA.• G�; IBC 2015 THE VALUES SHOWN ON THE TABLES • • • • • • • •• • • t,3yS 1iJ\ 4ATEI07-21-oe SHALL BE MULTIPLIED BY 0.6. • • •• • • •• • • • i 7 _"1 j \\`\\ IMPACT RESISTANT WINDOWS • "' "" SDALE; ' z FRANCISCO HERNANDEZ $HEEf 1 OF 6 FLORIDA PE # 51393 • • •see 0 • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1" 1/4" ULTRACON 1 1/2° MIN. PENETRATION INTO WOOD. ' 2 ,1/2' MIN. 2 1/2" MIN. _ (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS MIN._ -REFER-TO ELEVATIONS AND,DESIGN PRESSURES CHART X1/4" ULTRACON 1 3/4' MIN. EMBEDMENT INTO CONCRETE ON SHEETS 1 OF 6). THROUGH 1 BY WOOD BUCK. TYPICAL FOR HEAD. Z (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). Sunshine Windows TYPICAL FOR HEAD. ti 2 BY WOOD PUCK BY OTHERS. MonUfQCtUTln9, Inc.MUST BE PROPERLY ATTACHED TO 1745 W. 33rd Place _. TRANSFER GLAZING SYSTEM LOADS HI.I.h.Florida 33012 TO THE STRUCTURE. SHALL BE APPROVED (1h: CJQ5)364-9952 w BY BUILDING OFFICIAL PRIOR TO F4,:(305)628-5118 ¢� �� WINDOW INSTALLATION. -- \t Q m 1 BY WOOD BUCK BY OTHERS. �N X i MUST BE PROPERLY ATTACHED TO f/] TRANSFER GLAZING SYSTEM LOADS Qn TO THE STRUCTURE. SHALL BE APPROVED , C Q BY BUILDING OFFICIAL PRIOR TO Q WINDOW INSTALLATION. C7 3z DEI'AILAI DETAIL A2 Q C7 F¢ ATTACHR9ENT TO CONCRETE ATTACHMENT TO WOOD � � W U 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER � OF ANQHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). 1/4" SMS GR5 THROUGH METAL. 1„ TYPICAL FOR HEAD. 04 1" (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND MIN. MIAMI-DAOE COUNTY APROVED MIN. DESIGN PRESSURES CHART ON SHEET 1 OF 6). MULLION. (UNDER SEPARATE APPROVAL) TYPICAL HEAD. II 3 3 U W^ W^ 0 d L) O nv <N W o aZ d" U O O 0 Z d o h o Z w N\ OZ In ti ZO \111111111/l� � d U N U SO HE • • • • • • • • • ��..'�,1cENse'•.CLQ� qqi i i • • •• • • • • • �.' Cn �j N N •• •• • • • • ••� •• _ No.51393 '� a MM I I •• ••• •• • 41 0 0 0 pETAILA3 DETAIL A4 ATTACIIMENT TO TtFTA[ STRUCrLJRE A'I'1'ACIIMENT TOM:LIO:• • ••• • • �� STAT of �l(i` DR,AWING No. T (STEEL OR ALUM. 1/8' MIN. THICKNESS) • • • • • • -• • • • - P G\ •''� � NR08-02- ••• : • i i : • ••• : i //1 U n 000 \\ 4ATE'07-21-08 _ • • % • • •• • • • ( 25-1 TYPICAL HEAD SECTIONS 1/z'=1 FRANCISCO HERNANDEZ SHFET 2 of 6 FLORIDA PE # 51393 • •• •• • • • •• •• 000 0 0 0 ••• • • i Sunshine Windows a �� Idonufgcturing, Inc. � S ` f ��' s� ntaoohw•H Hca aioiz \� � a N Pft:(305)384-9952 . ... .... I Ar---i _ \ F'Qy:(}05)828-5178 < ^ G :1L...`;�� JMAX. SHRIN GROUT - .. /4 M. NO - K OR 1'BY WOOD BUCK °' 2 BY WOOD BUCK BY OTHERS. O .——a—— — V Z \Z MUST BE PROPERLY ATTACHED TO X ° - < z < < � .e `, n `:. " .. TRANSFER GLAZING SYSTEM LOADS Uj ° TO THE-STRUCTURE. SHALL BE APPROVED a BY QUILDING OFFlCIAL PRIOR TO O '0 2 1/2" MIN. 2 1/2" MIN. 1.. WINDOW INSTALLAnoN. Q a I e MIN. 1/4" ULTRACON 1 1/2' MIN. PENETRATON INTO WOOD. 2 1/2" MIN. 2 1/2" MIN. (FOR MAX. ANCHOR SPACING AND NUMBER r3 T — 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1" BY WOOD BUCK OF ANCHORS REFER TO ELEVATIONS AND OR DESIGN PRESSURES CHAR(ON SHEET 1 OF 6). NON-SHRINK NON-METALLIC GROUT v 4 E'er TYPICAL FOR SILL. 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (EOR MAX. ANCHOR SPACING AND NUMBER CD �. (FOR MAX- ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND DETAIL B2 Q fn REFER TO ELEVATIONS AND DESIGN PRESSURES CHART DESIGN PRESSURES CHART ON SHEET 1 OF 6). ON SHEET 1 OF 6). TYPICAL FOR SILL ONLY. ATTACHMENT TO WOOD. (� TYPICAL FOR SILL ONLY. DETAIL B4 F" DMUL B I ATTACI INIENP TO CONCRETE Q U ATTACHMENT TO PRE-CAST SILL Z CL � O � O � 3 N m U U r G O O JS J� 70. a \ MIAMI-DADE COUNTY APROVED Np 0 0 0 MULLION. (UNDER SEPARATE APPROVAL) U F c�ti F - SMS GR5 THROUGH METAL 1 ! ••• • • • • • •• ��`�5C0 HFR MIN. (FOR MAX. ANCHOR SPACING AND NUMBER MIN. 1/4° SMS GR5 THROUGH I�E IAt. • • • • • • • • ; G\... "' •.!V,9 i II I OF ANCHORS REFER TO ELEVATIQN$AND (FOR MAX. ANCHOR SPACING AND NUMBER •• • • • • • 10ENSE OF ANCHORS REFER TO ELEVATIONS%IqD • • • • ••• • 't' OFA DESIGN PRESSURES CHART ON SHEET 1 OF 6)- � TYPICAL FOR SILL. _ DESIGN PRESSURES CHART ON•SHEET OR pp • • • • • No.51393 0 0 o ••• f� • •-.- - TYPICAL FOR SILL. •• - DFTAIL B3 DETAIL B5 ATTACHMENT TO METAL STRIX-MRE ATTACHMENT TO MULLION DRAWING No. (STEEL OR ALUM. 1/8' MIN. THICKNESS) (STEEL OR ALUM. 1/8" MIN. THICKNESS) • ••• • •• • • -HR08-02 - • • • • • • • •• • • Av� DATE:07-21-OB TYPICAL SILL SECTIONS IC . • •• . . . . . . • • • • ••• • SCALE:. 1/2"-l" ' FRANCISCO HERNANDEZ SHEET 3 OF 6 FLORIDA PE # 51393 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4".MAX. 1/4" MAX. J SHIM SPACE SPACE ° 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS Sunshine Windows YO.THE STRUCTURE. SHALL BE APPROVED -- - BY BUILDING OFFICIAL PRIOR TO Manufacturing, Inc. WINDOW INSTALIATION. 17J5 W. 33rd Placa 1 3/4" ti!LdPh: (u.Flor5)364 33012 - I P6: (305)364-9952 . (305)828-5118 � MIN1 4" ULTRACON 1 1/2° MIN. PENETRATION INTO WOOD. Fe*; 17 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT ——————— (OR MAX. ANCHOR SPACING AND NUMBER INTO CONCRETE THROUGH 1" BY WOOD BUCK ` z OF ANCHORS REFER TO ELEVATIONS AND ° OR NON SHRINK NON METALLIC GROUT DESIGN PRESSURES CHART ON SHEET 1 OF 8). `G (FOR MAX. ANCHOR SPACING AND NUMBER TYPICAL FOR JAMBS. O OF ANCHORS REFER TO ELEVATIONS AND X "O DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. +� Cl DETAIL E2 Q 1 ATTACHMENT TO WOOD DETAIL E1 Ln v] ATTACN HENT TO CONCRETE ^ a F 1/4" SMS 005 THROUGH METAL. S IM"SP CE (FOR MAX. ANCHOR SPACING AND NUMBER Q H OF ANCHORS REFER TO ELEVATIONS AND LN DESIGN PRESSURES CHART ON SHEET 1 OF 6). a TYPICAL FOR JAMBS. O 1/4" SMS GR5 THROUGH METAL. MIAMI-DADE COUNTY APROVED (FOR MAX. ANCHOR SPACING AND NUMBER $ 3 MULLION. (UNDER SEPARATE APPROVAL) OF ANCHORS REFER TO ELEVATIONS AND o w^ w DESIGN PRESSURES CHARS ON SHEET o 1 OF 6). a a z o Q o T- TYPICAL FOR JAMBS. g v J v jl li N O O F OO F I I � zw ?mow I� o o: o� I I DETAIL E3 HE m a m ————— ATTAC TU E 51Ptt�J • • • •• GV_•.. L—J STEEL OR ALUM. 1 MIN. THI N • • • • • �,. \10ENSF''.L� • •• • • • • ••• • c4i n N • • • • • • • • • _ a No.51393 I •• ••• •• • • • •• - * o o DETAIL E4 :-0 O'. ATTACHMENT TO MULLIONS DETAII • ••• • •• • • STAT[ \��U` DRAWING No. • • • • • • -HR08-02 • • • • • • • •• • • 111111\\ DATE:07-21-OS TYPICAL JAMB SECTIONS ••• •• ••• • ••• ••• `� Z SCALE: 1/2"=1" FRANCISCO HERNANDEZ SHEET 4 OF 6 FLORIDA PE # 51393 • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 9 • 12 O O O ,3 12 13 4 T 15 *BAR Sunshine endows a n1745 W 33rd Platt_—______ __—__ ____ H1.1-h,Floid.11012 Ph: (305)364-9952 3/4" X 3/8O x. WINDOW WIDTH HORIZONTAL SECTION(X0X) ¢� 3z � w V � U H � a O w N LLQ z 3 r U U OB J3 _J N a N a N vj 16 3z az 2 to = p o O o (2). 2" WEEP w 2 W z w HOLES U - Zo P o VERTICAL SECTION o HE WITH SILL RISER ••' ••, •.� %•0 •\��'\SG.... �2o •• ••• •• • • • a• No.51393 CIO o Irx -)3 _ ti1 DRAWING No. • •a• • ••• • • 4 —02 • • • • • • • •• • • , G7� ��r5,�� 4ATE:07-21-08 • • • • s•• • SCALE: 1/2"=1' FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 5 OF 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • . • ... . . . ... • • • • • • • • • • • ••• • • • • • • • •• • • •• • • a ............. • • •• • • • • • • • MATERIAL LIST • ITEM PART p. REQD. DESCRfI'ITON MATER UL 0.612 I—1.625-j Sunshine Windows Manufuturin, Inc. 1 SW-p79 1 FRAME NERD 6063-T5 �I I-0-304 T. 9 •• •• • I 1745 W.33rd Place 2 SW-019 1 FRAME SILL •6063-j5 • • • • • • 0.395 �- 0.050 Mloleah.Flaridn 33012 0.750 • • • • i 1.875 PE;(305)364-9952 3 SWX>tx21 1 INSERT TRACK 60f3-ib • • • •• •� �-- 2.125750 (39)828-5118 • • • • 0.050 Fc.: 5 4 SSW-107 AS R00 IMPACT GLAZING BEAD 90063--W • 4 • • •• •• -i-. 5 SWc012 2/VENTLJDER TOP/BOTTOM R AIL 6063-T5 0.812�- 6 SW3019 AS ROD FIN SEAL PILE FELT IMPACT GLAZING BEAD FIXED MEETING RAIL MOVING MEETING RAIL x aE SSW-101 SW-40111 5W-017 7 SW 1520 AS ROD GLAZING TAPE FOAM 6063-T6 6063--T5 6063-T5 3 8 SW321W 2/VENT WHEEL BRASS 'j Q 9 SW�017 1/VENT MOVING MEETING RAIL 6063-T5 1.000z F-+ --�0.592 T a z 10 W4011 2 FIXED MEETING Rall 6063-T5 11 SW-A3-AS ROD ASSEMBLY SCREWS 8X7" PH PHILLIP CRS 1,OOQ? -a050 'h 187 I C„ 1 ��nnll�� IU��uI .750 p z �. 12 SW-013 2 JAMB 6063-T5 AO.B10�- I tG Q W 13 SW-016 1/VENT MOVING SIDE RAIL 6063-T5 --r 1.000Ln 14 SW3257 AS ROD WEATHER STRIP BULB VINYL j E— SUDER TOP AND BOTTOM RAIL INSERT TRACK MOVING SIDE RAIL t..) 15 SW-667 AS ROD LATCH ZINC -SW-012 SW-XXX21 5W-016 Q Q 6063-T5 6063-T5 6063-T5 E- 16 SWSIG 2/SILL RETICULATED FILTER FOAM - CW!) z 17 - AS ROD SILICONE DOW CORNING 899 N 78 SW4077 i SILL RISER 6063-75 1 I 0 T 0.078 2.750 1.750 1.250 1 437 '7I� 3.Ob2 GLAZINGGLAZINGDETDETAILA �._ I L) 3 0..J87FLL j- 1.509 w a�- w n 2.000 I—2.077—��I I L LI S cov a N 0.090" DUPONT BUTACfTE PVB I u1 ��- OR SIMILARa m z Lj i O O 00 FRAMF HEAD AND SILL FRAME JAMB SILL.RISER r- U= U C 1/8" HEAT 1/8" HEAT 6W-019/SW-44287 SW-013 SW-40771 w z w z w 6063-T5 6063-T5 6063-TS STRENGTHENEDSTRENGTHENED zo p F o f N U UI 10 41 O W U G l U 3/8-GLASS BRE G'OI (TIPICAL) �` GAS'' . �Q�.. \,\GENSf '•.ALO o c� c� SILICONE DOW CORNING 899 "O Wx DRAWING No. HR08-02 DATE:07-21-08 f it I SCALE: FRANCISCO HERNANDEZ SHEET 6 OF 6 FLORIDA PE # 5 1393