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WS-13-180 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-184974 Permit Number: WS-1-13-180 Scheduled Inspection Date: December 06,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ABARCA,JULIO Work Classification: Door Replacement Job Address: 166 NW 98 Street Miami Shores, FL Phone Number (305)733-2893 Parcel Number 1131010260040 Project: <NONE> Contractor: M2K SERVICES INC Phone: (954)885-4854 Building Department Comments REPLACE WINDOWS WITH NEW HURRICANE Infractio Passed comments WINDOWS INSPECTOR COMMENTS False 954.651.5980 CARLOS Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 05,2013 For Inspections please call: (305)762-4949 Page 1 of 24 NOTICE OF COMMENCEMENT C FN 2013RG71 47 7 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR ft 28811 Pa 0% (1 po) RECORDED 09/0912O13 12:21142 HARVEY RUVIRY CLERK OF COURT PERMIT N0. v TAX FOLIO NO. MIAMI-DADE COUNTYP FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713, Florida Statutes,the following information _ is provided in this Notice of Commencement. 1. Le escri lion of property and street/address: a 2. Description of Improvement: co S 3. Owner )name a dress - - - Interest in property: Name and address of fee simple titleholder. 4. Con d r s n a and add 5. Surety:(Payment bond required by owner from contract r,if any) Name and Address. Amount of bond$ S. Lender's name and address. 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes. -- Name and Address 8. In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Na and Ad /p®®)) 6V8 Y S. Expiration date of this Notice of Commencement:(the expiration date is 1 year from the date of recording unless a differ date is specified) n tore of Owner Print Owner's Name e��g �� °< Prepared by - Sworn to and subscribed before me this day of An%JAr° 20 Address: Notary Public: -- - --__— - Print Notary's Name: O My commission expires:_ ° a-- . `epLtl/p EI '� STATE OF F l A CobNT1f OF 1 ADD cau 1 HEREBY RT1F V that this l5 a true oOpy of th@ cWee Mlyo a 'COMMIMIM0EE 120246 of as s EXPIRES.AUG.09,2015 5i in ®(AC a OA da Y yyryyyy.AAWNNOTiamm AD20 INT, S r hand end WMWW Seal. 'Z1_ ` '. � Cotltts__. �Sj��oos�nusr -- - - D.0 8y JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **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: 7131/2013 EXPIRATION DATE: 7131/2015 PERSON: PALENZUELA CARLOS FEIN: 264204180 BUSINESS NAME AND ADDRESS: M2K SERVICES INC 14003 SW 32 ST MIRAMAR FL 33027 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR 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 thls section may not recover benefit or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certirloates of election to be exempt..apply 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 shaft be subject W revocation H 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 requirement of this section for Issuance of a certificate.The department shall revolve a certificate at any time for fallure of the person named on the certificate to meet the requirements of this section. DFS-172-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1809 II Miami Shores Village Department Building Depart ,JAN Z' 17,613 Shores,Florida 33138 ?lHlSU N.E.2nd Avenue,Miami S i Tel:(305)795.2204 Fox:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762A949 =- ---- -- FBC 20 B ING Permit No. PERMIT APPLICATION Master Permit No.- Permit Type: BUILDING ROOFING JOB ADDRESS: 166 NW 98 St City: Miami Shores County: Miami Dadc zip: 33150 Folio/Parccl#: 11-3101-026-0040 Is the Building Historically Designated:Yes NO X Flood Zone: OWNER:Name(Fee Simple Titleholder):Julio Abarca Phone#:305-733-2893 Address-166 NW 98 St City: Miami Shores State: FI Zip. 33150 TcnanttUssce Name: Phonc#: Email CONTRACTOR:Company Name:, M21k Semices Phone#: 954-651-5980 14003 SW 32 St i Address: 33027 City: Miramar State: FI zip: Qualifier Name: Carlos Palenzuela Phone#: 954-651-5980 State Certification or Registration R. CGC1517533 Certificate of Competency#: Contact Phone#: 954-651-5980 Email Address: carlos@m2kservices.com DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Square/Unear Footage of Work: Type of Work: OAddition DAlteration CINew ORepair/Replace ODemolition Description of Work.. Replace windows with new Hurricane Impact Windows. New opening to rear of home. Color tthru tile: Submi Fee$ _Permit Fee$ ttal CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ )zoo* Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation bas 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 ELECTRICAL WORK,PLITMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be dome in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be ro ed and a reinspection fee will be charged Signature Signa er or Agent Contractor The foregoing instrument was acknowledged before me this The fore oing instrument was acknowledged befo°reM MF this day f A 20 ,b 1 eC� !s b A ro° , day of n al 20 by 1` C t y , Y who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: 99 &ZIA. 16 Print: �9tHty Prtnt: �1Atlps 'lQ p I�-11 �=COMMISSIMHE12�46 My Commission Expires:08 i� '� (oMMiSSfON#EE120246 My Commission mss• • EXPIRES:AUG.09,20115 ;e ,:EXPIRES:AUG.09,2015 www.AARONNOTAnwo www.AARmNarARYcom tea xe�egge�e�:8ng,leeRE�,k,k�,k,R,k# �k:k ��iy�c,gge$,g,k,gge�nkde,k,[e$cA«fit,Rik&k,R��R$aK,k$RR��k�k�akffioktk�8$88kki,ff#s�¢$e�CBkAetc�effi�ksk#sp�,k� �k#,k APPROVED BY Plans Examiner Zoning "All Structural Review Clerk (Revised 3/12/2012)(Revised 07t10/07)(Revised o6/10(2009)(Revised 3115/09) A Q ..,, ap. Miami shores Village d Building Department ��ORt1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A$30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE(CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 ■■rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME. M2K Services BUSINESS ADDRESS: 14003 SW 32 St CITY Miramar STATE FI ZIP CODE 33027 BUSINESS PHONE. 9I 54 885-4854 FAX NUMBER(_) CELL PHONE g( 54 ) 651-5980 QUALIFIER'S NAME: Carlos Palenzuela QUALIFIER'S LIC NUMBER: CGC1517533 E-MAIL ADDRESS OF APPLICABLE): carlosPm2kservices.com Creed on 311M BY MM/RV US=WDV STATE OF FLORIDA DEPART20M OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 •� 1940 NORTH KONROE STREET TALLAHASSEE FL 32399-0783 PALENZUELA, CARLOS JR N2R SERVICES INC 14003 32ND ST FL 33027 sY,tis o AC#$ 2 3 70 W Jim Congratulations! With this license you become one of the nearly one million �EPAItTII CF BIISIttE5tl3 Floridians licensed by the Department of Business and Professional Regulation. k�> 0 8851I 'REGULATION Our professionals and businesses range from architects to yacht brokers,from a boxers to barbeque restaurants,and they keep Florida's economy strong. Ct�C5175312 128019299 Every day we work to improve the way we do business in order to serve you better g For information about our services,please log onto www.inyflioddalicense.cam. # CERT1,71 ICE RBI 1,'0 Ii CTOR There you can find more Information about our divisions and the regulations that i P a ' impact you,subscribe to department newsletters and learn more about the SIR STRV Department's initiatives. � Our mission at the Department is:License Efficiently,Regulate Fairly.We Constantly strive to serve you better so that you can serve your Customers. IS CSRTIF M +mOmr tte pzovisi=8 ns y,489 Ps. t Thank you for doing business in Florida,and congratulations on your new licensel r AMO`31, 2014 t42413102290 4i AC# 6237010 STATE OF FLORIDA. DEPT "WNSTRIAMMEINDITRY 1Z SWA% IOis i �-�N Nt SEW L12073102290 S NBR 107/31./2'..0 12 12$tI19Z99 C*OC1517 The GAL CE>NTRACTOR ,` Named below IS CERTIFZLD Under the provisions of Chapt14� FS y � f , Expiration dates AUG 31, 21)3.4 .;;'{, $� ea i PALMV4UELA CARLOS JR x2R SERVICko .WC '' d e 14003 SW 32Nb 8T FL 33027 RICK SCOTT KEN L14WSON SECRETARY GOVTOR DISPLAY AS REQUIRED BY LAW BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm.A-1 00, Ft. Lauderdale,FL 33301-1895—854831-4000 VALID OCTOBER 1.2012 THROUGH SEPTEMBER 30,2013 DBA: Re�lpt ilt:Gem 06cor2rrR=OR Business Name:M2K SERVICES INC Business Type: Owner Name:MRLOS PALENZOELA Business Opened:08/28/2009 Business Location:14003 SW 32 ST S13 t!@1COUnty/CeftlReg:Ct3C1517533 MIRAMAR Exemption Code: Business phone:954-885-4854 Rooms EMPloyen Machines Professionals 2 I r Business On Fo Venddrtg y Number of Mackinaw. vandi W Tax Amount Transfer Fee NSF Fee Pertay, Prior Yeats Coiiaciion Cost Total Pad 27.00 0.00 0.00 2.70 1 0.00 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet aU County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be Vansferred when the business Is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. I Mailing Address: M2K SERVICES INC Receipt 803A-12-00000583 14003 SW 32 ST Paid 10/24/2012 29.70 MIRAMAR, FL 33027 { 2012 - 2013 AC40� CERTIFICATE OF LIABILITY INSURANCE DATEw MyYM 01/15/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(tes)must be endorsed. B SUBROGATION IS WANED,subject to We tams and conditions of the policy,certain policies may require an endorserrenL A statement on this certificate does not confer rights to the certificate holder In lieu of such a ndorsement(s). PRODUCER ACT Insure Sate Inc PHONE 30,5 303-7080 T wMallo): 7I 362-6474 45 Curter Parkway Suite B °- insuressibincCphoo.com Miami Springs,FL 33166 INSURER(S)AFFORDING COVERAGE s Phone 305 303-7080 Fax 786 362-6474 INSURERA: American$afety Insurance Company INSURED jimm 0: M2KServices,Inc. NN C: 14003 SW 32ND Street D Miramar,FL 33027 E I INSURER F: I COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rA TYPE OF INSURANCE Y POLICY EFF POLICY EXP UNITS GENERAL L IASKM EACH OCCURRENCE 2000 000.00 G OR TED ® ccmmERciAL GENERAL LIABILITY ►^ i Occurrence) $ 100,000.00 ❑ ❑ CLAIMS-MADE ❑ OCCUR CGL135007-00 NEDEXP one person $ 5,000.00 ❑ Y 01!122013 01/12/2014 PERSONAL a AM INJURY $ Z000,000.00 ❑ GENERAL AGGREGATE $ ZOOO,000.00 GEN'L AGGREGATE LIMITAPPLIESPER- PRODUCTS-COMP/OPAGG $ 2,000,000.00 ❑ POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LIABILITY BIN.D SINGLE LIMIT 1,000,000.00 [j ANYAUTO BODILY INJURY(Per perm) $ A ❑ �D SCHEDULED UNDER GL POLICY 01/122013 01/11214 BODILY INJURY(Par—wen' $ © HIREDAUTO ® AUK EED PROPER GE $ ❑ UMBRELLA LIAB ❑OAR EACH OCCURRENCE $ ❑ EXCESS LIAB CLAIMS-MADE AGGREGATE $ 0 MO El RETENMON $ WORKERS COMPEN 'BON VJC STATU OTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNER/EXECUTINE N iA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (yes�d�ibe i) ED E.L.DISEASE-EA EMPLOYE $ DESCRIPTION OF OPERATIONS below El.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES(Attach ACORD 161,Additional Remarks Schedule,If more space is required) Certificate hour Is also named as Addidonal Insured. CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2ND AVE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATNE e ./ow6w A•05a,, ul.G1 ®19138 010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)OF The ACORD name and logo are registered marks of ACORD 08-01-2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS` COMPENSATION e CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORMS COMPENSATION LAW e CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 08/01/2011 EXPIRATION DATE: 07/31/2013 PERSON: PALENZUELA CARLOS FEIN; 264204180 BUSINESS NAME AND ADDRESS: M2K SERVICES INC 14003 Ski 32ND ST MIRAMAR FL 33027 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED 0 ENE RAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 06114), 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 amder this chapter.Pursuant to Chapter 440.06(121, f.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exemapt. Pursuant to Chapter 440.06113). 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 suttee of the issuance of the certificate, the person named on the notice or certificate ao longer meets the requirements of this section for issuance of a certificate. The department shalt revoke a certificate at any time for failure of the person named on the certificate to most the requirements of this section. QUESTIONS? 185111 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DIVVIB�IOF WORKERS'COMPENSAMON F Pursuant to Chapter 440.051141, F.S., an officer of a corporation who CONSTRUCTION INDUSTRY O elects exemption from this chapter by filing a certificate of elution CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this woRi(MW COMPENSATION LAW 9 D chapter. EFFECTIVE: 08/01/2011 EXPIRATION DATE: 07/31/2013 Pursuant to Chapter 440.051121, F.S., Certificates of election to be PERSON: CARLOS PALENZt1ELA H exempt-. apply only within die scope of the business or trade listed an FEIN: 284204180 E the notice of election to be exempt BUSINESS NAME AND ADDRESS: R E Pursuant to Chapter 440.05113). F.S.. Notices of election to be exempt tt2K SERVICES INC and certificates of election to be exempt shall be subject to revocation 14003 SW 32ND ST if, at any time after the filing of die notice or the issuance of the MIRAMAR. FL 33027 certificate, the person named an 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 SCOPE OF BUSINESS OR TRADE: person named on the certificate to meet the requirements of this 1- CERTIFIED GENERAL CONTRACTOR Section. QUESTIONS? (850) 413-1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 S % -93 Miami Shores Village ` � Building Department 10050 N.E.2nd Avenue �y� Miami Shores, Florida 33138 e x Tel: 305 795.2204 O {UA' R Fax: (305) 756.8972 August 2, 2013 Permit No: WS13-180 Building Critique Review 1. 1) NOA 12-0320.04 has expired. Provide an active NOA. 2. 2) Specify the length of the masonry dowel. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. i goRE,s Miami shores a Villa 9 Building Department s.� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 � , 11 Tel: (305) 795.2204 LORIpA Fax: (305) 756.8972 February 4, 2013 Permit No: WS13-180 Buildinra Crititlue 1. The permit application shows a new opening. Provide structural details of construction for all altered openings. Identify on the plans openings that include no modification and the openings being modified. Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. mot►♦Sgo I G logo uffnM Miami shores Village S.A �� Building Department a res � IORtUA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: O J DATE:-YC,,b �d Contractor D Owner o Architect �_ Pick � Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department continue permitting process. Acknowledged byf - PERMIT CLERK INITIAL: ��-- RESUBMITTED DATE: �� I PERMIT CLERK INITIAL: S�uRFs !G �r owes ,....� Miami shores Village � 0 Building Department R�pp► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: WS 13 /(2G) DATE: o Contractor (NAME) o Owner o Architect Picked up 2 sets of plans and (other) Address: [6 6 9 Wd `U OV S/. From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue iiffing process. Acknowledged by: (Signature) PERMIT CLERK I r L: RESUBMITTED DATE: - PERMIT CLERK INITIAL: va>l �A�'{a.NcA-aP flset.k'r ';"r �4� t� � k°"�a#t �� .�•� " �rr '� � �,. - i f P Zwo lhdda Depavent� BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats&Facts Publications FBC Staff rBCIS Site Map Links SSearch Busines Professinal product Approval ..� USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail / FL# FL14569-112 ✓// „c a° Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbc @jeld-wen.com Authorized Signature Janet Gerard fbc @jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I affi-- that tlere are no c',a^ges in the new Flo-ica Building Code which affect-y p-od:rct(s)and -ry o~oduct(s) a-e i-•co—o'iance wit" the new Flo-ida Building Code. http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcY... 11/19/2012 J r Documentation from approved Evaluation or Validation Entity Yes No N/A FL14569 R2 COC SA14569 signed and cert Ddf Product Approval Method Method 1 Option A Date Submitted 12/16/2011 Date Validated 12/16/2011 Date Pending FBC Approval Date Approved 12/18/2011 Summary of Products FL# Model,Number or Name Description 14569.1 Steel,Wood Edge Door 6'-0"x 6'-8", Full Lite,Single or Double Door,Outswing -LMI Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R2 C CAC NI00625 -R4 PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2013 Design Pressure: +60/-60 �' Installation Instructions Other:Product must be installed per manufacturer FL14569 R2 II ]W0509-03.PDF Instructions as stated on drawing 3WO50903 Verified By: National Accreditation&Management Institute, Created by Independent Third Party: Evaluation Reports FL14569 R2 AE PER 1398 6-13-11 odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emali address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS,F.S.,please click here-. Product Approval Accepts: RE eE* SCCU AIFTRIt'� http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcY... 11/19/2012 i NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI006255-114 DATE: 10114005 z= CERTIFICATION PROGRAM: Structural vol COMPANY: JFLD-WEN CODE: J-104-3 REVISION DATE: 06/08/2011 The"Notice of Product Certification"is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www.NAMICcrtification.com. Please review,and advise NAMI immediately if data,as shown,requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Exterior Doors JELD-WEN'S"Steel Wood-Edge"Double 3737 Lakeport Boulevard In-Swing/Out-Swing Entry Doors Klamath Falls,OR 97601 w/ODL Impact Glass or ODL Allen Frame and Endure Ultimate Hurricane Astragal Configuration:XX Glazing: IG-0.125"Temptered Glass/Laminate- 0.125"Annealed Glass/0.090"PVB by Solutia/ 0.125"Annealed Glass Frame: W-67" Panel: W-3'1" DLO: W- F]0" H-6'l l" H-607" H- 5'4" SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure:+60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-1 (Structural/Impact)/NCTL-SJW2011-070 Expiration Date: September 30,2013 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 TEL: (804)684-5124/FAX: (804)684-5122 Steel WOOD E03E IMPACT GLAZED STEEL DOOR 6-I?OUTSINING SINGLE OR DOUBLE DOOR UNIT e UTILIZING COMPONENTS FROM OW INC.AND 74' MAX. OOERAU lot-, .! ��c ENDURA PRODUCTS INC 37 t 2' MAX. FRAME `MOTH / ®FRAME VIID H 36 1j 2' PAAX. O 35 3/A° MAX• — PAIVEL Nt0'H GENERAL rllOi�S F- PANE_ W DTH W/ASTRAGAL -,n o tn TH15 PRO7I.CT LS UE81GNF0 70 GO,1AP1 Y DtYT.4 i HE Gi1RHEAT FLORr06 BUiL•IFS, 1 h t t R CODE IFEC)BASE ON THE SMWD AND SEALED DATF,�d I SNAG PVHZAND.44S n`q a ML BEEN EVALUATED W ACCORDANCE MYTH THE FOLLOWNS. TAS20f-94 ASTUES7b02 AST6t E1S8bA / TASM-9d ASTUE"I-W AS7ME1996-W I !r Y TAS203,94 ASTME203.93 1 2*DW BUCKS 9Y OTHERS,UJS TOE ANCHOREL PRLPERt Y TO TRANSFEA I O S i 20 1/e° 20 1/2' tcADSTOTHESTRUCTLWE. U 20 1/2• -! yt V MAx MAX V 1 7 VAODIYT AAR;Fg WALL BE AS LISTED AND SPA.CED AS So ovm ox L�AILS MAX f] _ _ p t9 11 z 1 AACHOR EWWDUE14T TO BASE MATERIAL STALL BE BEYOND WALL DRESSV4 W T6 DLO. Ed W � a ORSTLCco C ' 1NACTPJE ACTIVE a n 4 DESIOAFD PRESSURE RATIKi SEE TABLE 1,PATE t. � 'I,rj m OPp, � O o i 3 3 0 9 ` Q V.g srwsoraoDyACraeFFrsnrtaA TEA aEOtnRFeoENrs FOR Hxt+vsccrTY r, C E C �8 rarRmclr raAE tHVHZ1 a 6°RODYIv7 DOES RIOT REOiRR1E 51i;lTfERS 3 / 4 ® 4 3 /� 4 Np i ad g / ` 0 z W tJr O n � RESIDENTIAL INSULATEDSTEEL DOOR (Com"=to air frarne=xdors) cWC� W OCA7R LEAF CQ thickness.Gah T10N' Op y Face sheets: 2aGAX00 •rrrh}TM620whavragedslatyA-yi 3Ii1 eammer[Ja,OJafrtl'Ax DO per AS78A s2'J with average rtinimum yieb StrergBl,1y(avq-V627psL W Ccra Dasxul: F..wa mw Wnn t,0 to 1.25 :ZA P�FsfyrL+� dersity,by Jeld-Wen kx ParW Const uZft-1 The axis and rad"panais are cmum ctso from 24 GA REF t�TR®�L'.AL BOLT fTEM 12 { (0.021°Alin)poWeiLred steel The face sneers at top and ba"m the tern 4'o'oie- tVard reds.771e lop red pleaurns 1.0'Higha 1.Mal Wde,na sTeer s/A+GI..R tN/I'C�1A� UArIT tXJ DAJII}9L.ff OLTSr�ThG !;y2lX?'j .z battam raff measiros 1.2I'hgr•x 1.08*W'�.The sides�the race sheers are mil SCALE'' " aJ'-p" SCALrB:' 1/2" -1-0" 3 N t� /om,ed inro the l-10 am hww stdos Which measure 1.00, x 1.sn"Wfew.The oza m0endrravW is Fled WiMt expardad pofystrrene.The farp s'esstr a-a glued to Yoe Digllatty signed by Alex Spyrou 2 ar exoarned polystyrene.Pw PAWk are Cut our for Mee ArO o ece ODL Alkomnem ALL COO NODEILS ARE MEfl) Reason:I am approving Ch s z J1 ALLEN Name.U is aregdaze d*th fempsred and Wwnatad vfBCae't••,G C" FROM 166 EXTEPICR SIDE docwment dMWe d0W appfCaDCns M.0 S�doer is Mod Won sin extnffied ak.nieorr v 0 Date:2011.90.07 09:01-48- o ww :n asiragaf cf EOE•3-T3 aJOp,ararlt.la ,red by En na. TABLE I OESKaN PRES.SJPE RATWG 04W i Frame ConsbrtttVcn: The Acmes are cortsenx ted of AngOrpa(lrted pine}a-pbs aPOR7VED FOR U6E W4EPE z: nwasuring 4.4'16'x I.1,b• The head iambs are mortised and tur joxwe to PRO-EP.FOP tt ATER NOTES: C the site fambS,and a9whad wOM three Of 16GA 7.'16•Cron'+x 2°terra MF&TRATION E pswmED I - ALL MEWS FROM EXTERIOR. sep'esor,each:side.;he:nreshhodis attached to dw skm),.-ft vftp aasntvE aOaPSF 2 - FOP HORIZONTAL ANCHOR IN 1X BUCK OPTION IN n trues 131 160A 7`16"oaar x 2•+ MASONRYjCONCRETE. SEE SHEET 4 FOR DETAILS. ^x' ^In ' long staples an eacn side W_GATWE fi0.e PSF G+3rn0: ODLlns awed Pte isI•overe ,corssingof one(1) 3 - FOR ''E,$JaBdlINN9PO,P. IN 1X BUCK OPTION 14 pane W C.t25'�repered g:sss:D.S av space:wo f2l panes of 0.tf3• TALE OF CONTENTS °re�r � qp.x SEE SHEET 4 FOR DETAILS. Q annealee*&.09D•otB inrerlaW by Solutie.At,Res a•a saodWcAed z glazed Into the panes. SHEET of DESCRIPTICNv I —WAL E-EVA.TIJN,4 L♦ 7: � 5.Gt8:A$ NOTED 2 tJERT�At.^.ROSS SEC-3nM 8 BILL CF MATEAUL �a _ .m: EAG I 7 IiDRI20NTAL CROSS SECTIONS b: / :�► 1 A CZ1jC*AA..'XSUCK IN MA+SONRY.CNZPETE CROSS S_CTxN•S pR, tAOT-�- !I •� °i'Eny er^- �°S. SAFFEU S ANGF47RB.G LOCATdOVS .n'-,�' Y P:•� rtLge4 r8 t{,lA91 aArt'>bAt to: 6 WMPONEW OETAB.S �iSS NG.. ,a m.rooxaemta.w.esTt.ma JWiD505-O3 toII-COMadArENTS Oy IOW At.E��t` 6r efNR►A w,n ma im�+ Fa-t MMT.M avn+_!00.» 94LT 1 of 7 caftgm _ TtE'r rm N!e Rem i t•—1° MIN. _ 1° MIN. It®„ DESCRB'TX)N Mderiat 1 JAW t a r 4 P/15- PINE 1 MIN. NIAISAB 1 1 4 1 4 9/75-fIER�9ME17 t ri MIN. MIN. ^Z MIN. I. ASTR412AL: d F11h 1 O89 Iitk k k 19 3 to P10L11P_ VIT4 1 1 M. _ b v O1 t 1/2' ZD 10 X 2 FtAI}IEAD tt�oc SCREW ! o_' c a m° 1 4" MAY. 2 MINI. EMB. SHIM THK. / 8 K PHUJPS i1ATMA4 w�OO SCREW ® m� a 20 8Xt FIAT t1m =,4 \ 2 05! CS-85D • O a-D t lIHW +s m 2 r W F STEEL. 18 x 18 STEEL � s=v v 1JA° RA4X. DETAIL EA \ 1 BOLT STRIKE PLATE LOC47C STEEL p A u SHIM THK. 26 SEE 14 ON HEAD t i >< SHT. 7 DETA,L A 1S 18 Ca 716 CR(7L1M r STiYIFS ►n E a SHT. 7 26 1B I KWIXSET T SEWES 7P STEEL A 28 1 TR4iTE HURRICANE ASTRAGAL. L U Y 1 5 s 2e 21 34 1- 9 19:2r WOOD BILK wow 30 DOW 995 5! 21 21 3c 21 -Y ST 001. class El -Tr In 2AZ GLASS V 21 21 25 r 2m z SEE V , TOP PJNI et o .0 Ir 0 J p SHT. G t)(E1ZIDR W e mum m tD to 1 Lis a�I� ug�y SHT. 6 w o CV-741- G 9 ca'cr 23 0 S Hr. 6 � A-SAS 00N$RCOfI 0119M 9.021'6�` 1= A1�d1H1 Hui O ¢ m 22 23 31 �? UO 3w ffmu jollm At u 2<. 8 k PHlLLiPS FLATHIAO w -J' ® J 16 TAPCWI tNIH t lITI. STEEL a- to 24 33 OP•IONAL tx 1t�Jp0 eucx wow X t H° 21 21 j a (L I m° 30 .. \ 21 21 x j - 21 n NOTES: z 128 rl'^ SQ '; 2, FOR TAPCON YASONRY AND WOOD SCREW ANCHOR �g- �/ 29 SPACING (ITEMS #5 & #34), SEE SHEET 5. 27 28 Y FOR VERTICAL ANCHOR IN IX BUCK OPTION IN z MASONR/CONCRETE. SEE SHEET 4 FOR DETAILS. t/ ® SECTION OPTIONALLY. ANCHOR CAN BE OR JAMB A PLACED AS RI�tRRON 5 EMBEDMENT IS ACHICdED. 34 t t/2 M a r it t 0 j 0�r ue r a rural. ,��a%IW5 spy,", l3AB. '`` 0 E G . z 1? 14 c/ice' ruff: 2/b 08 °: �� ° r.,.AS NOTED \am _a: j ATa p csc.sr: EAG M;N MIN. 1- MIN.— 1° MN. ! 1 O ''$T94 •Yf` ` arms�osecu ax ms. SAFFE 3 �B1 �:.RFSSt O R lOG2� aoaaa�.e 509-03 1 A ' •• +n m rnwaarets Ave sre.uj 2 IyDOD FRAA(F IA°STALL4TIOM SC".- 6" a2'-0" - COJNV)UT3• IA'-rAfd.ATIO:N SCALd'• 6" =T'-C" rye,;dN AI �•` cartes M"AV kr-ea -- ------ --- _. -- --- _. _ 1111 nRI` ra.e rfa-.arar-L 12-ft qw 2 uF 7 Celhicatim No.: NI oo _,2V Reriewca'j By 8 A1�7RlZOXTdL CA�SS S�CT TlP 3 IFQQD:A/STAL6ATAQM SCAYD.V LAL S a 3a t t/4` EYB. t 1/t'YAIt. ,. SAY 1. 1' YIBi. 1 1�4-AW1L� y18N, 22 SEE DETAL A DETAB.G 2 SHY. 8 0330 \x I I 0 0 z p»o 2t Zt�"d 1 nW'' 31 O O� oX v B_ WIRI TAI CM- SACT 2YP. OT lOOD AA6TALCITAWII SCALE• ✓r �7'-O') 11/4- W Z 1/57d: 12z SEE 011111L A Y81• a mt O n �T DETAIL GG x .9 � �, MN. ��0 ✓t+ti 5lt7. 8 30 W It W Y 21 21 n� Jl /3SV > `) i. , L't'•` ;�i_�:Yt:�:Sy?i MIN.1, 9� D 2t 24 21 f--A- /� _ IL _ uD1.AIQeeASOlyrAt cRaSS sAr:rmA�rrp `••�``9� A7A�'RST6 ZW AUW-Adv bCA18: 1 -1 kwml D ASPAG+4 rASMIAN SPAC2;Z LETAA. F.SWU 8. (TOrAL OF It SOM-",. LATCH AND 0154MV�.IRWE®SM RA"M @LOUR[#8 3 APSUPS FLAT H£!D W=S S. �E Nut PUBS. 2+B.7CN 70 A18STRA-E FASMWM MAr U' .tE OP atk 3118-IM 8••11M TAIN=. OFOR TAPCON YASON;.T Aru wow SCREw AwcwR sPAcm(mm6!s&/.4', sEr SMELT s ��WAL AkOW..IN tx WXX CF 7M W v RvE.SEE SeErr a FM a.7tulln+v AS MW%M SEC7M OF MEAD OF JUT AS LONG C t__\.ASTRAGAL C�01SS SAL7'rOA'7?'P 3 (31CALd Cefflivion No.: Af I O l _ -)2 i/ Reif. '{81: , + Nc ., — = m--9 Soo-VAS NOTED *= y - GYC. r: E/GG = c4L vvS. SAFFE ALEXIS O-VAM 101 '4r nC"AA X km a W QRA7N6 N1: FAIM"M AM STL 4U •...V°p ew. ft�ft moo? 1• ld N. 1/4°MAC. SHY T.IK. SEE 0ETA1L A Sit. 7 h Q m \i� v 9 --I t• YIN. .—./rA: YBRrJI^A_�fa'AI0.SS SLLTlON rYo 4 OPAMA 111S OA7r 1.1.'IAfIC'R OMON IN xSONF (Scj. e- - )/bRTPLiA t 34 ' 'x W. EMS. 1/4'YAK. -I r SRr YIN. 1. SEE DETAIL A 28 tnv. SPEET T $! I 9 Jj 1. + YIN. ,.•.V)1.1 1AW •,Tip:•i.a; ,•t.rra i i,J 23 21 i Tim lM L Wo� s�TlOx rrn 3S 32 OPrIOM LW x.15010 r/Ltl111C/tard 20 (SCAtLd E•mil'-O'f , 1 1/4' YMI.EYB. smu SEE OE'AL C SM.e W.A. EMIL 34 19 20 C s t 2 31 32 Anum 7 I OR70a • / jwjgr I*tax t \\ T"SAWN L917!WINCE OAFOSM SBVIrN SE DETAIL C Sort 6 O 0 tf o O® O�cjN o eo r aOmw c 11 to O-+ m�vt p l`LL tiv yI,L L q Pro mau Y U z 3 d p p W z Y9d 0 W K91iS: E> SE DUAL A 1•tcQN 1 V 04 SHEET 7 [I> FOR WCON WWWY AMID WOW Sa ANCHOR SIA:INC()TM®$A#34) SEE SWLI S. 11Bt ) A fir• [?K s711�a AJINtiPDa SBCflON V WAD OR.7A aS l>4 v t/4 � * Vc t t *: /�r m+a 2 5/08 smx-/LS WTE! vw•Ir. FAC t 1/2 WIN. EYB. - / = TE/ BT -� O:tERS , v: ' CC •: OY�.{T'TJ+OF •�4: na..cieo wte OPTIONAL MASONRY/CONCRETEWSTALL e..•-. � 9.M CROSS SECTION OF HEAD OR JAMB '•F `�R+o;G�� )•m..a,+.wcs.•,c s,c.se '''�+Sis!On AL ;;•`` .4 �r e PW ox.acs. SAFE K F- 1WO -03 s4.cr 4 F fill L.r4; ` t • .. 2 J 9 TY?. —SEE DETAIL 8 SHEET 5 SEE DEPATL A SHM 6( ;o i n n n n ' m n 0 SE€ DETAL B 2 r5hEEf E 6° � I 112 1/2* TYP. TYP.Qi SEE DETAIL Ir SHEET 6 OU7F�NG SINGLE't/n XJ scats• r r gr-o- UTAU A B"A/L B_ SCALB.' S' =r'-o' SCALE:' 9" AA+f RAIN[ LOCAT Oyu l�UBL£ SA/AV Lr j�XX) SCALE:• rCr t� 6 SEE DETAIL 8 SHEET 5 wo n n I n n co n m SEE DETAIL A SHEET 5 Yo Ott' 9'�'.•STRTE OF yS 'G . °•SS�ONAL.E�".��• off Da`.a RsV 0 o O1 o > c ;p Am o�;•. A O m of C,C,dDw O L of v1 IBM SM m L1LL E Y n�r�z IL mO Imo �y Li > z o 41 ZS seta:AS WED Dwc.Br [A ALE=MPVMU uat ar$. SAFE n[WOF P.E SOt MtOt UPANNO No= +711Y..�6i9 JWV509-02 PAW C.-.M"M ft +YM1Z CEPT.fK OtIPN,KC.ffiC!C StiEi S OF 7 4 9/15° —1 ANCFiOP. ® EXTER,OR SIDE I 3/4 1 1/4' 7 34 2a• 13 2 ro 3 0 Q " s s/a 1 j2. 2 0 0 o> 4 O O 11 i n n 33 �-o m o e 3 .34 ®C) ® ! i aJ S .f/2. 5 :11/2" o 17 a�LL ® ® JRILL 318° ASiAAGAL 1 * ` E CL M xi ® 4 R_TAIVER BOLT HOLE- THRU FRAME/MASCNRY 3 34 6 x l-3/ap DEEP Y I DETA/L B Dg7'A/L DETAIL D DETALL A -WAVE DRfA//. TNJ�)BOLT STN"P"T8 "R IIBdD Ears!, CPU= 1b JALBS STR/A2'PL!TES TO AcT/�!LAG SCAL$. Y' =f'-0" SCALE. 3/3" =f°-D" SCAM 3/8" =t"-0" W£ 1"-- cc Q �feO lat vow PI Q—y Q DR 3/8' ASfRAGAC RETAINER BCiT HOLE \ i�.L T-IRU THRESHOLD/MASONRY x 1-3/8° DEE° s p� •,— 1/2' x '/4' CU-D SPACER U : SST g 718° TEMPERED GLASS 1p ® � 7 34 P :12'Atli SPACE Z 6 O ul IMERLAYER eY z 18 1 SOLU1t4 1 ; iI (Naa ®08-0205.01 LV Z 1• 51.1 'e GLAS 21 1/a°ANNEALED h 8!TE a DETAIL E DATA/L T - E/VDURA dSTRACAL a Ar7' ®/'4I AT dA�R cj• a Db7All C - M PLATE EY1Jd SILL PASTEA'TR SPACIYC USE �p�/" PPIf F4 C/�gZ r c SCALE.- J" =1'-0" SCALE• A S J�`�• .EA � i - a o. 215108 E'Mr•AS NOTE) ir cam.er: EAG $-ATE O" aw.wS. SAFFZ "%(rs .0 P 1 ,`♦ ovr�as s.u�C JW05C9-03 8` * «.rAMAWSAVEVM ifM PAM.PL VM PDP _ a CM§f.(F AWK"C,MSX WW 6 O 7 Cedhation Ado.: 1%410 4°- L I L 1 O O Oq m o�ry O T-10 I OTNO I ° O aD A t---4 9/1E �1 ®p e�w h y S m Y e-2 3/1 E' 1/16° (Mln) � �� O-� R ti� -- cq L'G X IJOOD JA,�A ECAVLNUZATED PIRA ' r�u/ ![IyGE' /sAafZ G.I_ I A XpRESSIOA' IBaTfla'RSr1q/p / r`pL9S�lJHG TXR6'Slh7LL lEMXIRa) `� R c LL SCAL[ 8` `� SCALA:- 6- �/'-O" `0 rJW_ 50 SCALS.• 6" =f'-D" 1" SCALr• B" -1-0• R 2 112 2 x t tja° n oc 1 3116 11/16° ; �k L u� - fo � t1/1t.' � j aet� z P N �0 x f 1g W R 128 131 TOP RatL "s' °TRACAsL c ASLTa R IAs3° =PfL'A-Tod" °�NDUA'! aL ASlAL�AI. IOO'D ST(LB V ZAXH S _ L L'VVL LJ L 7 Dy /X GAlV.L 32 LT 1LC K l S % CALr CA SCAL& s" =r-O~7 g 3 �I r a t/z°� t 3/4° z Gnu- Y I op t. I 1O O k z N ;� CD _ z ASTRAGAL BOLT �-�NAT.- C/R STEEL ROD ASTRAGAL SILL ODL ALLEN FRAME ► 1.'�7�INC 8 Y6Ll®� CXROMAT- `"/ scAL� s" =a'—o•• 18 � d/!AR/!!sos3 rs 3/16' C-SINK. —N OTE k7 1-JSE #10 WOOD INSTALLATION SCREW W/ 1 1/2° MIN. EMBEDMENT 1 �n 2/5 08 1 / W4EN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBc. Z n0 6r>�o srwiLAS NOTED 2-USE p8 x 2 1/2' PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. - i//» - � er. OT - 3-USE 3/16° n-W TAPCON ANCHOR W/ 1 1/4° M N. EMBED. 'v i EAG WHEN INSTALLING INTO CONCRETE/MASONP•Y SU3STRATE AT SIDELITE SILLS. O ` T p i,?F i: u,zms�raw, O0 P"S E o•. . DAralL A - !errs clvRr ..,�C sS•.:i 0 R 11 Q;Pr,:G?�e: T n a® wSst @ L�0 LLC JW0$0 8 a-Os SCALE: 114" >f-O,r m i � F FRK CswT.M auvt 2&M ae� ZMA l0 - — — K�(I�1 Revi?ev�d BY - bat?Fevie�a • MIAMI•DADE hffAMI DADS COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIVIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N" www.miamidade.gov/economy. Sunshine Windows Manufacturing,Inc. 1745 W.33'd 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(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 112001" 81011 Outswing Aluminum French Door—L.M.I. APPROVAL DOCUMENT:Drawing No.FD0841,titled"Series 2001 Aluminum French Door-Impact Resistant Glass, sheets 1 through 4 of 4, dated 04/02/08, with revision 1 dated 05/21112, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami--Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. -� LIMITATIONS: Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0320.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0416.16 Mtatrn•DADE COON Expiration Date: May 08,2014 Approval Date: May 09,2013 Page 1 T51 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 02-1104.03) 2. Drawing No.FD08-01,titled"Series 2001 Aluminum French Door-Impact Resistant Glass", sheets 1 through 4 of 4, dated 04/02/08, with revision #1 dated 05/21/12, prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA#12-0320.04) B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) 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 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, and addendum letter dated 04/24/03, both signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, dated 03/31/08, signed,sealed and prepared by Francisco Hernandez,F.E. (Submitted under previous NOA No. 10-0322.11) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastern Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. Manuel P ez,y.E. Product Control B=diner NOA No.13-0416.16 Expiration Date: May 08,2014 Approval Date: May 09,2013 E-1 I Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated March 12,2012, signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA No. 12-0320.04) 2. 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) 3. Testing agreement letter, dated 03/28/13 between Fenestration Testing Laboratory (FTL) and Miami Wall Systems,issued by FTL and signed by Manny Sanchez, Chief Executive Officer. 4. Letter from manufacturer, dated 4/8/12, requesting a 1-year extension to allow time to perform verification test,signed by Noel Martinez,Assistant Manager. G. OTHERS 1. Notice of Acceptance No. 12-0320.04, issued to Sunshine Windows Manufacturing, Inc. for their Series "2001 French" 8-Ft. Outswing Aluminum. Glazed Door—L.M.I., approved on 06/14/12 and expiring on 05/08/13. 2. One year approval, subjected to successful verification test, the final approval will be issued for the balance of the remaining 4 years,of a total of 5 years. kw It. Manuef Perez . + Produet Control E mi r NOA No.13 04 .16 Expiration Date: May 0 ,2014 Approval Date: May 09,2013 E-2 OR HOR OPT? NS AND NUMBEP7 � Y s NOTES # 3 AND 4 ON THIS SHE v to* .1 M SECTIONS SHOWN ON SHEETS 2 O DESIGN PRESSURES CHART PSP-to' I ° 10° DOOR E)QOR LEAF DOOR DOOR 13 LEAF ANCHORS HEIGHT LEAF Q a WIDTH AT HEAD (NOMINAL)ANCHORS POS. NEG. U (NOMINAL.) AT AND L PER JAMBSnl U1C, d 1748 W.&W Place 3'-0" 4 . 74.0 70.0 le",ftwo=12 2,Y8" 3 8'-a 83aesa2 26168 26 6° 26 1 e° 70.0 70.0 MAX GHT MNL MAlc DA 3'_q" 4 70.0 70.0 61-8. 1 7 70.0 A / (� C. G1BN1$riAL NOTtss J.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FSC. LLLGG��777 2.- SHUTTERS ARE.NOT REQUIRED. QQ 3.- FOR NUMBER OF ANCHORS FOR EAOH DOOR UNIT S12E REFER 70 9� TO LTE$iON PRESSURES CHART. STRIKE 4.- F ATTACHMENT INTO CONCR OR WITH 1 BY USE PLATES 92 A 9 o OIAK CON BY 2 BY //gy1 M1 �MpIN�. Eplye�EC�NT . �• R ATTAC Ni0 OR 1�OODEN STRUCTURE USE 144° DIAM. ULTRACAON BY EL.CO WITH 1 1/2"MIN. PENETRATION / I 0 WOOD AND 1 MIN. EDGE DISTANCE. 18 98 FOR ATTACHMENT INTO METAL USE 1/4e OLAM. GRADE S SHEET METAL SCREWS WITH t° MIN. E09E DISTANCE. 6.- CONCRETE STRENGTH f c-3,200 pet MIN CMU PER ASTM 090, •,e FILLED CMU fM-2,000 pel MIN. gy e.— USE NON SHRINK NON METALLIC GROUT 3 KSI MIN.AS REQUIRED. uj Nd 7.- WOOD HOST STRUCTURE SHALL BE *SOUTHERN YELLOW PINE' - 0- 0.45 OR GREATER DENSITY. w"ws tv B.— SHAH. Be THICKNESS LESS THAN 1lB�ALUMINI)rd HOST STRUCTURE ALUMINUM SHALL BE 6063-T6. STEEL SHALL BE Fy-*36 KSI MIN. 30 9.- WOOD BUCKS (BY GTHERS) SHALL BE PROPERLY ATTACHED TO to TRANSFER GL4IING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL.PRIOR TO WINDOW g INSTALLATION. 1� ° t0° 13 13 t0.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL e MAX. 10° 10" BE PROTECTED_(BY OTHERS)AS SPECIFIED IN SECTION 2003.6.4 OF THE 2010 MAX eeBBCC NGLCDE U PER 201 DDA BBUILDIO DOOR YOiH n,UK EGRESS AMN COLONIAL M11N7?NS CAN BE APPLIED. xanucrtt¢nu 13.- SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE •s rnp,plylag wkk Eke[+1 _ PLATES, FLUSH BOLTS, FRAAi£,.PANEL, ETC. ELEVATIONS 9aldlagCode FRAME CORN�RS CONSIST OF BUTT JOINTS FASTENED WITH ro w gtte aeceNo L {d (2) #10 X 1 PAN HEAD SHEEP METAL SCREWS. 1 exploUoaDate - I4. RODUCTRIMM WAY=No FLUSH BOLTS: „w FD08-01 TOTAL OF 4(2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HEAD gailNngCaW ,.O 2©°O _ -�»� AND AT 11 OF EACH)). No 0 Alm DOOR ELFISH SO&SHALL BE ENGAGED IN ORDER TO AMEVE . 0'14 DESIGN PRESSURES ON CHART. S»31G tZ. SWaEt NTS a a u01 Control FRAN ISCO'HERNANQEZ c{ 1 OF 4 FLGI P4 5'A,5 9383 a -FOR ANCHOR RIMER OF SEE I:tfYATlON3 ON ON UXff 1 E 4. t/4"%w wx.(1TP.y FOR M1td4tR�ANCHORS FOR FACJt aoat UNR�REIFR d, �%''u a lg�r TO OEM PRESSURE$g1ART OR S�1 OF 4. FOR ANCHOR SEtEC110N SEE NOTE 4 ON SHEEP 1 OF 4. i ° (TYPICAL FOR DOOR JA1 ) m ax•.,..aY Suoline Windows. ' ;,• a � Manu(aehning,lac. •t�' 5 1744 D.33ro Waaa Hte(oah,flmWa t!:; $ 9 8 5 33012 Ptu 04)384-8862 • w, • 8 3 YO 10 � 3 l0 10 Pew(308 -Etta s/• + _ t 28Y I900D MUOIAZWEiO OUM 9YSTEId CldU WALL a IS1A�N�FOR ALL WOOD 9UCHS) �A44 SEE $0H SW 1 OF 4. mm FOR t FOR tr ° > GLAZING RETAIL TO OEM PRESS14iE3(H M ON SHEEP 1 OF 4. `•o,.a �{ FOR ANCHOR SUCTION SEE ROTE�4 ON SHW t OF 4. 1 i 12 Est r?d (tYWC(d FOR JAMBS) . 0.000°sAF1 Ex-HERPSAF6 BY SOLUVA 4 av o STRENOTHEN® STT2EH0THEHED 13 o'[I� 16 17/S2(M4aE°Ot) 817E y. gip\ fUM) B ..` P W A WR O sas/ H{3RIZONTAL SECTIONS �TDaucrncH¢1V�n PRMUCrREWSDP tutawtHO He. °° ntvlaeoMnthePlopldS nswmPtylogwObUeoFlotida FD08-01 9nlJtagCOde S 61 M^ 9ccepteaee Ne (O Y V DATEi 62-08 Pirat a Date a p 8y 6-18�t $CAI Et 1 7mt° Efiam aQcPrBduNCoa(.. Oct attol FRAMClSG.Fi`HEt4A{1 gHg 2 OF 4 FL UI tU{)Y. it MATERIAL LIST by OR,gpBq MY F 111"W mm REM PART READ. DESCRIPTION MATERIAL 81REf l OF 4�. 1 SW-38 1 FRENCH DOOR HEAD 8C83-T8 y . 'r?.• -3 8083-T8 Nd�.. 2 SW 4 . 3 SW-38 4 FRENCH DOOR VERTICAL STILE 8083-T8pygg 4 SW-37 2 FRENCH DOOR JAMB 8083-T80• 1145 Mt Sind Plana 8 SW-40828 (40) 1 PER ANCHOR FLAT FILL COVER 8063-76 RaboX rforMa rims Pht(=)E84 AM 6 SW-40 1 FRENCH DO(IR SILL_(MILL FINISH) 6083-16 Fo a(aoeleag-g+fa D ( 1 7 SW-47 1 FRENCH DOOR ADAPTER 8083-78 8 SW-3332 AS REQ7l1 FIN PILE WEAIMER STRIP (VYNIL BULB) POLYPROPYLENE 0 SW-87 3 PER LEAF Be BUTT HINQE: 6063 76 8 5 14 10 SILICONE AS REQ'D DOW CORNING 098/PECORA 806 SILICONE 11 SW-L1 1 LOCK (LATCH) METAL A4 2 Yqq� N V TRApF110NS' $00 SERIES DEAD BOLT META{ 12 SW-L2 1 Ltx:K KEY OPERATED ON THE EXTERIOR AND. l5 THU b TURN ON THE INTERIOR 13 SW-F8 2 PER LEAF SERIES 2910 CONCEALED FLUSH BOLT BY REGENT METAL 10 14 SCREWS AS-REQ'D 10 X V SMS U 18 SCREWS' ASuRV6 # 16-x: 1 vie SMS O SIW 1 OF 44 AND G A2WO Q 18 SW-30 AS--594'D APPLIED PERIMETER TRIM 6083-T6 14 's mt IN MU 2 OF 4. 17 SCREWS AS-RFQ'D 8 X 1/2° SMS 18 SW-H 1 SURFACE MOUNT HANDLE I METAL smm on CORNB�IOS soB E 15 OR SREIAR 2 �t O g 14 8 �� E 80 4,00' 4.318 l' FD VERTICAI.STILE(SAP-38) 1 b PERMED TIN � •. t:.�FO HEAD(SW-38} 'L ID TOP&BOT101I RAD.(SW^30} O 3.80' NON N0 F 8.00° 1 8.00' ®FO MB($W-37) \:J FD FLAT FEL COVER(SW-410280) FD SM(SW-40) FOR AM=EPARSIiO SEE flEVA110N3 ON SNEET 1 OF 4. FOR KDIW OF ROM FOR FNRI IN UNIT to REFER TO OAMOR MM 1 ON 1 OF 4. 88p ltoaucr sENettnao TGt AWORR N 8Ef NOTE 4 ON OF 4. 1 OF 4. ^^( ascbwpfylagwhhlheFloyidti PRAAUOPRvilaw (fYPiCN FOR DOOR HFAO AND I ' O %wiegcodo maamplyingw(WllreFlmfda N� Accepleaeallo If.AMPWemdo 1x„Q +�O FDO$-01 1 �' EcpUedoaDate I Aacopte>tcallo f+ V p DATEt QJ1 SOAIES 1 2°wt' VERTICAL SECTION 0 FO AIm M(SW-47) �9@ FD MOE (SW--57) niiaaa a an, �p�p�p 0 1 Dq�p�H� 61"396 !s" SHEET 3 OF 4 2 10BY1'PH.SRS _ mll, II II r� 2 y 10 BY 1 1/2'PH.SMS II Il unddns dews 1 II---Q �anWacfcting,Inc. I 11 1745 W 33r4 Plan — Whok FljatdG=2 iaxs(30a�8-atla lr u u . 10 a DOOR FRAME UPPER CORNER. DOOR PANEL UPPER CORNER n n e 6 41�:: J II 2 i}10 SY 1 1 12°PH. Sms II II PH.SMS \',,/2 10 8Y 1' DOOR PANEL BOTTOM CORNER � N DOOR FRAME BOTTOM CORNERS R0D1IGT RMlVABll esaamplylagxiNUuFb rROn1>crRRVlsBO OR4WIt4o Ho. �+awl�acado asootw W uQ r 20-C FD08-01 pir aaPaoeRah l i4- Aaceptwt°aNO�4 $Ol% DATru Qj=Q-.OB CORNER CONSTRUCTION DETAILS M m u�aaP B �s-12_ SCAM 1 1 ou� FRfWClsco HL' oez 2MCIA, 93 SHEEP 9 of 4 z+uu R MIAMI-QADE MIAMI-DADE COUNry PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE N( ) m mldade.gov/pera 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section tin Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PF.RA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone, DESCRIPTION: Series"1650(XO)"Aluminum Horizontal Sliding Window�L.M.I. APPROVAL DOCUMENT:Drawing No.HS0841,titled"Series 1650 Aluminum Horizontal Sliding Window(XO)Impact Resistant Glass",sheets 1 through 7 of 7,dated 03/14/08,with revision#1 dated 03/05/12,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.F..,bearing the Miami— Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising qr 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#09-1217.04 and consists of this page l and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. r NOA No.12-0320.06 .. Expiration Date: April 109 2018 f-51, �,L Approval Date: May 17,2012 Page 1 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS0841,titled"Series 1650 Aluminum Horizontal Sliding Window (%O)Impact Resistant Glass",sheets 1 through 7 of 7,dated 03/14/08,with revision #1 dated 03/05/12,prepared by manufacturer,signed and sealed by Francisco 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 FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5331,dated 09/18/07,signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0107.08) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3,2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5015, dated 07/27/07,signed and scaled by Carlos S.Rionda, P.E. (Submitted under previous NOA No. 08-0107 08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Sunshine Windows Manufacturing, Inc.,dated 12/15/07,signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA#09-1217.09) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment,and Regulatory Affairs(PERA) Manuel er P.E. Product Coutr miner NOA No. 12-0320.06 Expiration Date: April 10,2018 Approval Date: May 17,2012 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,and of no financial interest,dated March 12,2012,signed and sealed by Francisco Hernandez,P.E. G, OTHER 1. Notice of Acceptance No. 09-1217.04,issued to Sunshine Windows Manufacturing, Inc. for their Series 1650 Aluminum Horizontal Sliding Window—L.M.I.,approved on 02/03/10 and expiring on 04/10/13. Manuel P ez, .E. Product Control Ax&Wner NOA No.12-0320.06 Expiration Date: April 10,2018 Approval Date: May 17,2012 E-2 ' DESIGN PRESSURES CHART-PSF HEAT STRENGTHENED IAWUNATED IMPACT GLASS GLASS DAIM ]l SON SCHEDULE U NOT k(QtW= hr. PER 1745 V.3&d Am 11 53-33 120-00 80-00 120'00 53 Ile 6 53-33 119.30 80.00 119.3 FALSE MUNTINS (SURFACE APPLIED) 26 lIr 4 5133 120.0 80.00 120.OD 53-33 120.0 80.00 120.00 -.L4L 8 53-33 78.90 781-90 78.90 WINDOW MOTH 3r 5 53.33 104.70 80.00,104.70 TYPICAL ELEVATION(XO) a 53.34 67.30 67.30 87.30 ----i I.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 68-20 00-00 88.20 2- CONFIGURATIONS OX AND Xo. 53 1/6" 6 1 53-U 75-00 75.00 75.00 3- SHUTTERS ARE NOT REQUIRED. 4- FOR NUMBER OF ANCHORS FOR EACH JNIT SIZE REFER TO DESIGN PRESSURES CHART. 0 52.00 02.00 62.00 5- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 By USE 1/4- DIAM. ULTACON BY ELCO 24' 3 53.33 120.0 90-00 120.0 WITHI I jd4* WN. EMBEDMENT INTO CONCRETE MASONRY AND j la MIN. EDGE DISTANCE. 3V 4 WITH 1 1/2 MIN. EMBEDMENT INTO WOOD AND C 1 1 48' 24" 6 - FOR ATTACHMENT INTO METAL USE 1/4' DIAM. GRADE 5 SHEET METAL SCREWS ov 7 5j.33 i2c.00 ao.co I 2o.o 6- CONCRETE STRENGTH f*c-3,200 psi MIN., CMU PER ASTM C90, FILLED CMU fm-2,000 psi MIN. - 7- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN, AS REOJIRED. "r a 153.33 90.00- 80.00 90.00 B.- WOOD HOST STRUCTURE SHALL BE 'SOUTHERN YELLOW PINE" G- 0.55 OR GREATER DENSITY. 2V 3 53.33 120.00 50.00 120.0 9- THE THIICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN I/w. 3W 4 53.33 120.00 60.00 120.0 ALUMINUM 94ALL BE 6063-TO. STEEL SHALL BE Fy- 36 KSI MIN. 10- WOOD allCXS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS mr 6 4 53-33 120.00 40.00 120.0 TO THE STRUCTURE AND SHALL BE APPROVE08Y BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. - 33 99.90 90-00 It.- ALUMINUM N CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.114 OF THE 2010 rBC. 7 63 a 53.33 88.60 80.00 88.60 4 53.33 100.40 80.00 100.40 G SSI G =33 23.90 80.00 93.901 4W 5 M 0.340"OVERA.L LAMINATED GLASS USING TWO UTES Of 7 W,33 97-00 80-00 07.001 0.125" HEAT STRENGTHENED CLASS WITH A 0.090' IK7ERLAYER a [q - - FILM DUPONT BLITACrTE PVB. BETWEEN THE TWO LITES OF GLASS. By 53 33 67M 67-50 $7.80 FRANCISCO HERNANDEZ FLORIDA PE �1393 ' 7" J-M�A--Xj it 1 11 a Imooku IMPACT DESJ[GN PRESSURES CHART-PSF GLASS CLASS HEAT STRENOrMED LAWNATED IMPACT ESWAP rr GLASS ------ --------- 174%W.3314 Pla" Ph,(M)364-902 WINIDOW ANCHOR HUMCANXPROCTECTJUS FbM*33011 01111"NoN SCHEIDUL8 18 NOT REQUMED A /A E is PER 1314"ELL 3"SLLL z HID4D h PER ri SILL 4AM8 EKT. INT. EXT. wr. 7V 38 31r I 1 6 53.33 8O.QQ 80.00 $0.00 FALSE MUNTINS (SURFACE APPLIED) it B it 74- 50 51r 11 a 53.33 90-00 80-00 90.00 H MAY BE USED 6 5133 90.00 $0.00 90.00 Stushine vmdows Ll 71-- lz� E" W I/e ar 8 9 53.33 90-00 80.00 90.001 74� 11 53.33 65.20 80.00 85.20 WINDOW WIDTH 11 7 163.33 90.00 90.00 90.00 i 4ir 7 53.33 90.00 80.00 90.00 TYPICAL ELEVATION (XO) in 9 9 53.33 90-00 80-00 90.00 .4 GI-SnALNOTESz 7r 11 53.33 90.00 80.00 90.00 fA I.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 14 k- 2- CONFIGURATIONS OX AND XO. 3- SHUTTERS ARE NOT REQUIRED. 4'.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. in 5- FOR ATTACHMENT INTO CONCRETE OR MASONRY NTH I BY USE 1/4- DIAM. ULTACON BY ELCO WITH 1 1/4" WK EMBSOMENT INTO C( IACR%V (aNq A 2- MIN. EDGE DISTANCE. JD g 112 FOR ATTACH BY OR WOOD S CT U E D . ULTRACON 13Y ELCO 1 1/211ENT INTO y /4 WITH MIN* EMBEDMENT INTO WOOD AND I MIN. EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4- DIAM. GRADE 5 SHEET METAL SCREWS W17H 1" MIN. EDGE DISTANCE. 6- CONCRETE STRENGTH fe-3,200 psi WK. CMU PER ASTU C90. FILLED CMU Irm-2,000 psi MIN. 7- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REOURED. 8- WOOD 140ST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE"G- 0.55 OR GREATER DENSITY. 9- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8-. ALUMINUM SHALL BE 8063-TO.STEEL SHALL BE Fy- 36 KSI MIN. 10-- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL HE APPROVE13BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ll.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) As spEcinEo IN SECTION 2003.8.4 OF THE 2010 FBC. GLAft. 0.340" OVER&L LAMINATED GLASS USING TWO UTES OF o.m" HEAT STRENGTHENED GLASS WITH A 0.000'INIIERLAYER FILM DUPONT BUTAOTE PVB. BETWEEN THE TWO UTES OF CLASS, LAMINATED BY TtCN00.ASS. PitOnUCr REVISED Ad I I I I a.aw.ot. Hi SO 78-10 1 DATE 03-14-08 SCALE: 1/2*-1' FRANCISCO HERNANDEZ SKEET 2 OF 7 FLORIDA PE-# 51493 V:.�:s x r� ..0 0 0 : .�.;.. 12 13 20 Y 15 18 SU118�IIIIC. It10115 Naautactud%km 1 45 W.3.w Pk- Q Hkd.6.PMM*31012 20 Ph (J00I90t-9Y02 21 Fo�(30b)800-51 id i4 1n 22 10 19 3 WINDOW WIDTH HORIZONTAL SECTION ti rn rn F I r O d 1a S � P4 OR 20 k� I B S17 5 (2) 2-WEEP No yyg�� 18 3 In $1 c2)r WEEP 2 VERTICAL SECTION HOLES WITH SILL RISER a I PRODUCT RBVIWU VERTICAL SECTION � wrwaw+w HSOBQ-1o*l no. Dafldmy Cudc OATF.03-14-05 9r 1—ta.1y SCALE: 12--1' FRANCISCO HERNANDEZ �3 OF 7 FLORIDA PQ SIM MATBRIALLIST MATBRIAL LIST ittSJA.! 1'IEM0 PARTY REP. 089CRWU014 bwnat1AL Limo PARTY RRQD. DIDICR�AON MA17711AL x:vr�7! 1 SW-018 1 FRAME HEAD 9053-T6 7J SW-016 1 MOVING SIDE RAIL 9003-T6 J+F3z; si+? 2 SW-019 1 FRAME S51 8001-T6 "iS^;i: ;I);yir,'.; 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 3 SWam12/ 1 INSERT TRACK 9093-T6 15 SW-907 AS ROD LATCH ZINC 5 SW-012 2 SLIDER TOP/BOTTOM RAIL 8083-TO 10 SW-SID 2/SILL RETICULATED FILTER FOAM 1746 IL 73rd pq� O 111MIS AS ROD FIN SEAL PILE FELT 17 SW40771 1 SILL RISER 6063-T6 MY1,A.-W 73011 Pht(300764-11M 9 SW321W 2 WHEEL BRASS i 10 SW-014 1 Pmc(7,1eje2a-6116 JAMB TO FIXED PANEL BOBS-T6 9 SW-017 I MOVING MEETING RAIL 8063-T5 19 - ROD SILICONE PEC.-930 OR SIMILAR 10 5040111 1 FIXED MEETING RAIL 6063-T6 20 SW-101 AS ROD IMPACT MA20M0 BEAD 6063-TO 0 11 SW-AS AS RO D ASSEMBLY SCREWS II 0 X-1*Sms. 21 SW-371 1 3/6'X 3/4'FIAT BAR STEEL y 12 SW-013 7 JAMB TO MOVING PANEL 6063-75 22 SW-AS 4 ASSEMBLY SCREWS If 8 X 2 1/2'SMS. Gn GA12 r 1 1.423 TT 0.050 o.o6D I.S75 �r aA62 �I �- 1.39. O Q yi pf OA72 1,312 0.687 E"'t OL42ING SEAR W�W�yy U 2TO ------� SW 019 WWWWWW FIXED MEETING iNNL MOVING MEETING RAIL JAMB 10 014 PANEL FRAME JAYS TO►DYING PANEL 8063...15 Vf pp SW-40111 em-T SW-014 6003-7 0 .L 0003-16 6D03-T6 6063-TO 0003-T5 F.N 0002 l I "70 t.00 11 81 2.7 1.6760 3.062 aw 0A Loo I.W40 "10 L x E- FRAME HEAD AND SILL MOVING SIDE RAIL ML R15ER INSERT TRACK SLIDER TOP AND BOTTOM RA!L 80�'T5 3 T6 6065 TS1 SW-11x21 96 l3�T5 6043-TS 112 N - Pk90UCT REY49F0 � .. ee compl7igwlW MMsFIuYldr DRAWING N0. MaBdagCade EYPindwn l�Y IB HS0$-01 BT DAIS 03-]4-06 �• i-is-17L SKEET 4 OF 7 FLORIDA* ft# 513 3 ``' :...:i 1/4'ULTRACON 1 1/2'MIN. PENETRATION INTO WOOD. : ' 2 1/2° MIN. /2•' MIN. REF TO ANCHOR $AND AND NUMBER OF CHARTS �1/4'ULTRACON 1 1/4'MIN.EMBEDMENT INTO MASONRY REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ��~ THROUGH 1 BY WOOD SUCK. ON SHEETS I OF 7 NO 2 OF 7) •4 (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS TYPICAL FOR WAD. is'�j»•''r'»«: • • :,.4.,. REFER TO ELEVA706 AND DESIGN PRESSURE CHARTS - •• 44 S ON SHEETS 1 OF 7 AND 2 OF 7) 'SISIS)IIR6' #Wm 2 BY TYPCAL FOR HEAD. i�:•'�•• WOOD Man lfGCluR MUST 13E PROPERLY ATTACHED TO rlg, TRANSFER GLAZING SYSTEM LOADS 1746 W.33M Puce TO THE STRUCTURE.SHALL BE APPROVED Hh:f(31 ft =12 9110 at I BY BUILDING OFFICIAL PRIOR TO �'( )4I4"•I162 WINDOW INSTALLATION. F�LI64L-6116 1 BY WOOD SUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER OWING SYSTEM LOADS 7 Vf TO THE STRUCTURE.SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO 4 WINODW INSTALIATION. �r7� DETAI A DETAIL B 7 ATTACHMENT TO MASONRY ATTACHMENT TO WDUD FI ,� � •fir N � F 1/4'SMS THROUGH METAL. •�� 4 FOR MA14 ANCHOR SPACING MR)NUMBER V1 0 OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1/4'SMS THROUGH METAL. 1 OF 4 AND 2 OF 4). (FOR MAX-ANCHOR SPACING AND NUMBER 1 TYPICAL FOR HEAD. O OF ANCHORS REFER TO ELEVATIONS AND MIN. x DESIGN PRESSURE CHARTS ON SHEETS MIAMI-DADE COUNTY APROVED 1 OF 7 AND 2 OF 7). — ——�—MULLION. (UNDER SEPARATE APPROVAL) TYPICAL HEAD. N 1 � � h DETAIL C DETAIL C 1 ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION PRODUCT Rewbso (STEEL OR ALUML 1/r MIN.THICKNESS) Bum"Y� the ORAWiNO Nu. „"Um No HS08-01 Oft DATE:U-14-06 TYPICAL,HEAL)SECTIONS °j 3—IZ_Iz: !SCALE: 112"-1* FRANCISCO 4RNANDEZ SHEET S OF 7 FLORIDA PF # 51303 �3 Nanut ne Windows y� Dct�in4 InO. 1)"m W..kd Plon w1lo ,nut"21012 pm(100)30"m2 • • vwK2ss)a2a-s11a .. • ;'.x. ix j;iAd` 1/4• By NON-sn10NK GAOi7T • 'o • '•y „x;• Oq t'BY MO00 BUCK :.� 2 BY WOOD BUCK BY OTHERS. O ..,•'T— ,.� n e •. c• "•° i MUST BE PROPERLY ATTACHED M >C TRANSFER GLAZING SYSTEM LOADS ' $ • I TO THE STRUCTURE. SHALL BE APPROVED 4 • • • / 2 t/2° MIN.— I BY BUILDING OFFICIAL PRIOR TO 2 t 2" MIN. _ —yj WINDOW INSTALLATION, 1/4•UL7RACON t 1/2•M. PENETRATION INTO WOOD. WN. 2 1/2" MIN. FOR MA1L ANCHOR SPACING AND NUMBER 1/4'UITRACON 1 1/4"MIN. EMBEDMENT INTO MASONRY THROUGH V BY WOOD BUCK OF ANCHORS REFER TO ELEVATIONS AND �. OR NON-SHRINK NON-METALUC GROUT DESIGN PRESSURE CHARTS ON SHEETS 1/4"ULTRACON 1 1/4"MIN. EMBEDMENT INTO MASONRY (FOR MAX.ANC-TOR SPACING AND NUMBER OF 7 AND 2 OF 7). Cy^ (FOR MAIL ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND TYPICAL FOR SILL. O p REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DESIGN PRESS-IRE CHARTS ON SHEETS 10 Fa7 ON SHEETS 1 OF 7 AND 2 OF 7) 1 OF 7 AND 2 OF 7). ^ TYPICAL FOR SILL ONLY, TYPKA FOR SYL ONLY. wl DETAIL D DETAIL E DF.TAIt.R 11p��1 sad+ ATTACHMENT TO PRE-CAST SILL A7TACHMENTTO MASONRY ATTACHMENT TO WOOD W 7, (A !C) R O x �—MULLION, (UI�R SEPARATE APPROVAL) r= I II 1/4"SIAS THROUGH METAL. SA15 THROUGH METAL, rt (FOR MAK.ANCHOR SPACING AND NUMBER r.1141 (FOR MAX AN(gHfR gPA(ANO ANf1 Nt14RFA DESIGN 7 AND 2 OF 7'A ELEON SmE TS OF ANCHORS REEFEE.RCHARTS ELEVATIONS NA DESIGN PRESSURE CHARTS ON SxiEkTS TYPICAL FOR SILL. 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. •" DETAIL O DETAIL G I rRODUCr NLevtsl u I R¢M71WY86 wUA OI¢FReWa DRAWING No. ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION Ilnildm2 code (STEEL OR ALUM. 1/B"MIN.THICKNESS) (STEEL OR ALUM. 1/B•MIN.THICKNESS) A p�hPrl+xoon�TM •0310 HS08—O 1 "1. A GATE:03-14-08 {' 7�ti-1'i SCALE: 1/2'-l" TYPICAL SILL SECTIONS �tA�i1„d _ FRANCISCO HERNANDEZ SHEET B OF 7 FLORIDA PE.# 61393 1/4" MAX. {tiwj SHIM SP?CE 2 BY WOOD BUCK By OTHERS. MUST BE PROPERLY ATTACHED TO ...: .iy :. . TRANSFER OLAXMO SYSTEM LOADS 1/4"MAX. • TO THE STRUCTURE.SHALL BE APPROVED SHIN SPACE ;,x:»;x.- ;;...,�•;;.: BY BUILDING OFFICIAL PRIOR TO F.iiA •i)i»•Im WINOaY INSTALLATpR, a'i. �i'hJiM•�: A . 1/4-ULTRACON 1 1/2-MIN.PENETRATION INTO WOOD. S18SI4T10 � (FOR MAIL ANCHOR SPACING AND NUMBER YORUfOC1UfY14,ppkc OF ANCHORS 4-1/4* DESIGN PRESSURE�C THARTS ONTISHEETS D 1/4"SMS THROUGH METAL. Mdowh reeeAm 1 OF 7 AND 2 OF 7. (FOR MAIL ANCHOR SPACING AND NUMBER PIC(JW)3"-9962 TAPCONS 1 1/4"MIN, EMBEDMENT TYPICAL FOR JAMS& OF ANCHORS REFER TO ELEVATIONS AND Feoq(JpD)02D-D11D INTO MASONRY THROUGH 1"BY WOOD BUCK DESIGN PRESSURE CHARTS ON SHEETS y OR NON SHRINK NON METALLIC GROUT DETAILI I OF 7 AND 2 OF 7). (FOR W%.ANCHOR SPACING AND NUMBER ATTACHMENTTO WOOD TYPICAL FOR JAMBS. OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). :..• �o TYPICAL FOR JAMBS. ^''3::•.. DETAIL J ATTACHMENT TO METAL STRUCTURE , (STEEL OR ALUM. 1/8"MIN.THICKNESS) DETAIL H � ATTACHMENT TO MASONRY p Vf GLAZING DETAIL PUW4 0.090'DUPONT BUTAGITE PVB L 4 1/D HEAT 1/6'H (W� .��•• 1/4"SMS THROUGH METAL STRENGTHENED STRENGTHENED Iaaj (FOR MAX ANCHOR SPACING AMID S NUMBER Q OF ANCHORS REFER TO EIEVATISHE TS AM DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. 318"GLASS&TE (TIPiCAL) AMI-OWE COUNTY APRRVED MULLION.(UNDER SEPARATE APPROVAL) r— SILICONE PECORA 898 OR SIVILAR II II II I� GRAZING:0.340"OVERALL.LAMINATED GLASS USING TWO UTES OF I I 0.125' HEAT STRENGTHENED CLASS WITH A 0.090" INTOUAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS. I I LAMINATED BY TECNOGLASS. i L_J ,�${ ATTACHMENT TO MULLIONS DETAIL t AGUtIt7ALVtS&D m.0owlylilD with me Flaeim DRAWING No. BWldluy Cate :vea ONO - HS08-01 BX Do* 16 TYPICAL JAMB SECI'IUNS , y ,� �_ FRANCISCO IiER 51393 SHEEP 7 OF 7 fLORIpA .��1/',S1�B3 , R MIAMI-�� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599 _NOTICE OF ACCEPTANCE (NOA) mm.miamidade.Eov/uere Sunshine Windows Manufacturing,Inc. 1745 W.33'd 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity IIurricane Zone. DESCRIPTION: Series"200011 Aluminum Single Hung Window—L.M.L S APPROVAL DOCUMENT:Drawing No.SH0841,titled"Series 2000 Aluminum Single Hung Impact Resistant Glass",sheets I through 6 of 6,dated 04/02/08,with revision/ti dated 03/12/12,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, model/series;and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#09-1217.05 and consists of this page l and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0320.07 N Expiration Date: April 24,2018 Approval Date: May 17,2012 �t/jp�l2 Page 1 Sunshine Windows Manufacturine,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08-01,Sheets 1 through 6 of 6,titled"Series 2000 Aluminum Single Hung Impact Resistant Glass",dated 04/02/08,with revision#1 dated 03/12/12, prepared by manufacturer,signed and sealed by Francisco 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 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'Pest,per FBC 2411 3.2.1,TAS 202--94 along with marked up drawings and installation diagram of a series 2000 aluminum single hung window,prepared by Fcncstration Testing Laboratory, Inc.,Test Report No.FT"253,dated 10/02/07, signed and sealed by Carlos S.Rionda,P. E. (Submitted under previous NOA No.08--0219.03) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked up drawings and installation diagram of a series 2000 aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5252,dated 08/17/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No.08-0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004 and FBC-2007,prepared by manufacturer, dated 12/22/07,signed and sealed by Francisco Hernandez,P. E. (Submitted under previous NOA#09-1217.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment,and Regulatory Affairs(PERA) Manuel PeG.101, Product Control E NOA No. 12 Expiration Date: April 24,2018 Approval Date: May 17,2012 E- 1 r Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours& Co.,Inc.. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with l<BC-2010,and of no financial interest,dated March 12,2012,signed and sealed by Francisco Hernandez,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5252 issued by Fenestration Testing Laboratory,Inc.,dated 08/28/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No.08-0219.03) 3. Laboratory compliance letter for Test Report No. FTL-5253 issued by Fenestration Testing Laboratory,Inc.,dated 10/10/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No.08-0219.03) G. OTHERS 1. Notice of Acceptance No. 09-1217.05,issued to Sunshine Windows Manufacturing, Inc.for their Series"2000 Aluminum Single Hung Window-L.M.I.",approved on 03/24/10 and expiring on 04/24113. I i i I Manuel Perez . . Product Control ExafiWer NOA No.12-0320.07 Expiration Date: April 24,2018 Approval Date: May 17,2012 E•2 HEAD ANCHORS SEE CHART 4 1 O"mm. FALSE MUNTINJ DESIGN PRESSURES CHART-PSF SwWne"n 4 ACT 0 (SURFACE APPLI 0) ftufoch(q.Inc. MAY BE USED WINDOW ANCHOR DISIGN 1743 W.331d PI.. UAWNSION XEDULE PRMURE-PBF Hk"wh WIDM HEIGHT PER HrAD ANDSII.L PERJAMN EXT. LVf. is I/a, 90.0 90.0 26 1/2' 90.0 90.0 26* c1n 14jACT G1.AjS 37' 90.0 90.0 --j! --------- D 75.0 73.0 ------------IF 33 1/8- is 1/8'. 20.0 90.0 3 6 1/2' 38 3/8- 90-0 110.0 if Ir 4 90.0 90.0 N W A-1 1 O'MAX. /r 6 75.0 75.0 ig 1/8- .3 00.0 90.0 WINDOW WIDTH 26 1/2- 50 Isla- 3 90.0 90.0 (n !637- 4 90.0 90.0 At TIPICAL ELEVAnON I OVER 1 53 1/6- 6 75.0 75.0 GUNERAL N(YYES.- 19 1/8- 3 75.0 75.0 I.- THIS PRODUCT IAEETS THE REQUIREMENTS OF THE 2010 ffic. 26 1/2- 3 2- SHUTTERS ARE NOT REQUIRED. 63" 750 750 3- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 37* 4 75.0 75,0 4- FOR ATTAcmmENr INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4' DIAM. ULTACON BY ELCO 53 1/8" 6 75.0 75.0 WITH �'SI 1,31 2- 53 /a. 1 4 MIN.PWITVMT INTO I�CrN W4MNa AND 2 la Mi. 0 1. EDGE 8fleN FOR A�+VENT.I 0 OR WOC E IJ4 D UL RACON Lg. is 1/8- 75.D 75.0 WITH 1 1 2 MIN EM13EDMENT INTO WOOD AND 1. MIN. EGG DISTANCE. FOR ATIACHMENr INTO METAL USE 1/4- DLAM. GRADE 5 SHEET METAL SCREWS 26 1/2' 75,0 75.0 WITH I' MIN. EDGE DISTANCE. - 74 Ile 5- CONCRETE STRENGTH f*c-3.200 psi miN., Cmu PER AsTm cgo. FILLED cmu tm-2,000 psi M1W 4 a.- USE NON SHRJW NON METALLIC GROUT 3 KS1 MIN. AS REQUIRED. 73.0 75.0 7- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE' 0- 0.55 OR GREATER DENSITY B.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/a-. ALUMINUM SHALL BE 6063-TO- STEEL SHALL BE Fy- 36 KSI MIN. S.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER CLA71NG SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED By BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. tv 10- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL 13E PROTECTED (By OTHERS) As spEcina) IN SECTION 2003.8.4 OF THE 2010 FBC. PROULICT GI,ASS-. .5...ggyi,,s ish FWrWo OPAW" m Bui-l"s 8.1 0.3+0"OVERALL LAMINATED GLASS USING TWO LITES OF N. SH08- 0.125"meAr STRENGTHENED MASS WITH A 0.090' INTERLAYER F!LM DUPONT. BUTACITE PVS, SETWEEN THE TWO Ljr.S OF GLASS. ME:04-02-05 LAMINArED BY TECNOGLASS. SME: 112*-1_j 1, 164ANOEZ AN S H LORIDA RE 51393 SHEET I OF 1/4'ULTRACON 1 I/2•MIN.PENETRATION INTO TROD. •3«u':<S.lyi: 1• (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART .. 2 1/2' MIN. 2 1/2" MIN, MIN' ON SHEETS I OF 0). �r/r• � '.2.�Cy{ 1/4'OLTRACON 1 1/4'MIN.EMBEDMENT W70 MASONRY TYPiGL FOR HEAD. • THROUGH 1 BY WOOD BUCK. {11,.•,g„F. .:Rr S. d... (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS ER TO ELEVATION • �,q.• REF .. ANO DESIGN PROWS CHART • °,' � O ). 2 By W000 BUCK BY OTHERS. 1745 4C()C1I krc '•. :. �. ::.... TYPICAL FOR HFjTO. MUST BE PROP[RLY AITAQIED TO 1745 W.JSM TRANSFER CLAM SYSTEM LOADS tMWA rMr t9 TO THE STRUCFFICI SKULL T APPROVED pw{J06)JE4-SIIBII By 8U0.61N0 ILATIOL PRIOR 10 Fow(s04jt17s-alts WINDWY RiSTAU.AnoN. DETAIL Al DETAIL A2 (y V ATTACHMENT TO MASONRY ATTACHMENT TO WOOD g��y 1/4'SMS THROUGH METAL TYPICAL ANCHORS (FOR MAX.ANCHOR SPACING AND NUMBER N y ] OF ANCHORS REFER TO ELEVATION MID q W I. I/4•SMS THROUGH METAL. 0E5” PRESSURES CHART ON SHEET/ OF FOR M41L ANCHOR SPACING AND NUMBER 1• TYPICAL FOR HEAD. MIN. 5F ANCHORS REFER TO ELEVATION AND MIN, DESIGN PRESSURES CHART ON SHEET I OF S. W TYPICAL FOR HEAD. MIAWI-OADE COUNTY APROYED y —MULLION. (UNDER SEPARATE APPROVAL) i II N O DETAIL A3 DETAIL A4 g'SgE ATTACHMENT TO METAL STRUCTURE DETAIL ATTACHMENT TO MULLION r� (STEEL OR ALUMINUM 111r MIN.THICKNESS) (STEEL OR ALUMINUM 1/3^MIN.THICKNESS) N_ 1 I'RODLK'T RCYI.W roeampl viva With thePtttAE>t DRAWING No, R. YB SH08-07 �° DATE;04_0II_08 I TYPICAL HEAD SECTIONS DI"�' ``` "' '`—NTe '�— SCALE. + -1• FLORIDA -PE 51 83 SHEET 2 OF B ..... ..... Su ne w*S Mardocbgiq,In. 1746 W 3U ftm IlWaI6 Floft=12 Phi(30)7!4-6982 Fcaict(WS)696-5118 • 1• 3/4'MAX.ha"SNUNK GF= BY W=BUCK 4 —2 BY WOOD BUCK BY OTHERS, MUST BE PROPERLY ATTACHED TO A. TRANSFER GLAZING SYSTEM LAOS TO THE STRUCTURE. SMALL SE 4 APPWWW BY GWWM OFFICIAL 2 1/2' MIN, 2 1/2' MIN. PF40R TO 11111,1001111 INSTALLATION. 2 1/2' MIN. 2 1 1/*-ULTRACON 1 1/2-MIN. PENETRATION INTO WOOD. 1/4*ULTRACON 1 1/4'MIN, EMBEDMENT (FOR MAX.ANCHOR SPACING AND NUMBER INTO MASONRY TKRQUOH I'BY WOOD SUCK OF ANCHORS REFER TO ELEVATION AND OR NON-S-IMNI(NON-MErALLIC GROUT DESIGN PRESSURES CHART ON SHEET I OF 6} —1/4-ULTRACON 1 1/4-MIN. EMBEDMENT INTO MASONRY (FOR MAX.AN04OR SPACING AND NUMBER TYPICAL FOR $ILL. (FOR MAX N40M SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATION AND REFER TO ELEVATION AND DESIGN PRESSURED CHART DESIGN PRESSURES CHART ON SSW I OF 6). rA ON SHEETS I OF 8). TYPICAL FOR SILL ONLY C4 TYPICAL FOR SILL ONLY rA EILMAIL,cl DETAIL C2 DETAIL C3 ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO NL49ONRY I ATTACHMENT TO WOOD o :A>< o MtAKI-DADE COUNTY APROD '-�—MULUQN.(UNDER SEPARATE VE APPROVAL) I II WO MO NUMBER rMUL 1/4'SMS THROUGH METAL =6 ANCHCR SPACING AND NUMBER ANCHOR SPACING AND NUMBER RS REFER 10 ELEVATION AND OF ANCHORS REFER M ELEVATION AND DESIGN PRESSURES CHART 04 SHEET I OF 6). DESIGN PRESSURES CHART ON SHEETJ OF 6). TYPICAL FOR SILL DETAIL C4 TYPICAL FOR SILL, DETAIL CS PRODUCC URVISFID iL ae yb*waft Flo" DRAWING NO. ATTACHMENT TO METAL fflUCTURE ATTACHMENT TO MULLION (STEEL OR ALUMINUM 1141'MX THICKNESS) (STEEL OR ALUM. I1W MIN. THICKNESS) AacPtmoeNo SH108-01 DATE Qt=U--j& E. 112"-1* TYPICAL SILL SECTION SCAL FRANCISCO HERNANDEZ FLORIDA PE f 51393 SHIM 3 OF 6 1/4- MAX. 1/4'MAN. ACE 1/4*MAX. SHIM SP SHIM SPACE S"Sp4m 2 BY WOOD B BY OTHERS. MUST BE PROF' jRLY ATTACHED TO TRANSFER OWING SYSTEM LOAN 1/4 SMS THROUGH METAL TO THE STRUCTURE. SMALL BE APPROVED (FOR MAX.ANCHOR SPACING AAND BY BUILONG OfFM PRIOR To NUMBER OF ANCHORS REM TO .......... 1 1/2- VANCON INSTALLATION. ELEVATION AND OEM PRESSURES 618 OIAS CKW ON SHEET I OF 0). TYPICAL FOR JAMBS. wacturilln bc, 1 /4' 1/4'ULTRACON 1 1/2*MIN.PENETRATION INTO WOOD(FOR 0.ANCHOR SPACING AND NUMBER OF ANCHORS 4EFER TO ELEVATION AND Ph,(3U)384-9942 TYPICAL FOR JAM" MIEN PRMWRES CHART ON SHEET i OF a). -N DETAIL D2 t1/4'TAPOONS I 11V MIN.EMBEDMENT ATTACHMENT TO WOOD INTO MASONRY THROUGH V BY WOOD OR NOW SHRINK NON METALLIC GROW DETAIL D3 (FOR MAX.ANCHOR SPACING AND NUMBER ATTACHMENT To METAL STRUCTURE v OF ANCHORS REFER TO ELEVATION AND -f DESIGN PRESSURES CHART ON SHEET I OF 6). (STEEL OR ALUMINUM I/a MIN. TKCKNESS) TYPICAL FOR JAMBS. DETAIL DI ATTACHMENT TO MASONRY GLAZING DETAIL. 0.090•DUPONT BUTACITE M 110 HEAT STRENOTFIENED STRENGTHENED 1/4•SINS THROUGH MEW. (FOR MAX.ANCHOR SPACING ANO NUMBER OF ANCHORS A"TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET I Of 6). TYPICAL,FOR AMEM MAN—DADE COUNTY APROVED 3/4•GLASS BITE(MINIMUM) MUWON,(UNDER SEPARATE APPROVAL) yJ o If I, 11 II I SILICONE PECORA 11115 Pg I ,A-IL L DETAIL D4 $ , ATTACHMENT TO MULLION DRAMNG No. cawori4 wm the FT 8 SH08-01 AcapM,om� '8 WTG W-02-08 TYPICAL JAMB SECTIONS FRANOSCO DEZ FLORIDA PE' 51393 SHEET 4 OF 8 M.- '.119111110�IIdO!'S vaawju&g,Inc. 1746 W.33rd Pf." NQ%WU flod"3=2 inc(Jaa>3e+-oaal O oil ro.�(sca)a1a-at 1a (SEE DETALS O 01. 02, 03 ANO D4 ON SHEET 4 OF 6) (SEE DETALS 14 WINDOW WIDTH Al..AZ A3 AND A4 ON SHEET 2 OF 6) HORIZONTAL SECTION 3/4' -3/0'STEEL BAfj_ 12 3/4*■3/a*STEEL —LATCH OPTION rc) (SEE DETAJLS 2 Cl.C2."C4 AN CS 1 9 LA-H ON SHEET 3 OF 6) VERTICAL SECTION Pftwucr RBVISED .i yh4,Ath CM F 2 WITH TOP LOCK U.0"4 CO& ORAMIM 011 PX , SH08-01 y DAM o n VERTICAL SECTION Y. SCALE-.T C-T' FMNC MFR NMDEZ SKEET 5 OF 8:1 MATERIAL LIST ?t'' —ast2�•- TTEM9 PART/ RNOO. ORWRLIFTION MATERIAL , SW-014 1 FRAYS HEAD 8083-TSf �pp��o"YY 2.062--»� 2 SW52101 I FRAME SU 8083-T5 1746 NkkdMN�e sT9u r1.780 P1u(J06?I'6,-9862 1 L 0.41W 2.125 3 SW-011 2 FRAME JAMB 8083-TB vmu(J06m26-61 is dOSO 1'jt1 12 a� ♦ SW40111 t MEETING PAL 80&l-Tb-a L IL• GLAZING BEAT MEETING SW-017 t SISH TOP PAIL 8083-Tb fRAY/E HEAD MEEi1N0 RAIL 806378 SW18-101 8067-T5 8 SaY43355 I SASH BOTTOM RAIL 808]-T5 � 8083-TG. 7 SW82029 2 SASH CAM NYLON 8 SW-012 2 SISH SIDE PAL 8063-75 9 SW-AS AS REO ASSEMBLY SCREWS g 8KI'PH PHILLIP CRS 0 10 SW8202A 4ATNT FACE GUIDES NYLON -�0'637}'-• 1.626 11 SW43383 2/VENT LATCH BOTTOM RAIL PLASTIC 2.127 2•ytY 12 SW1820 AS ROD SEAL�IIE FELT –0.080 T 41050 to SWJ257 AS ROO WEATHER STRIP BULB VIKYL 44 {i� 2'� 1976 a 0.Oa2 14 - AS ROD SILICONE DC-$99/GE-1200 T/7 Vj 0. L 1 15 SWW1Ot AS ROD GLAZING BEAD 6083-78 a 2.078 2.4176 0.512}– 16 SW540 2 SPIRAL BALANCE ALUMINUM FRAME SILL FRAME JAMB SASH TOP RAIL 17 SW-687 2/VENT LATCH ZINC SW-32101 SW-017 SW-017 8083-T5 6063-T5 806J-T5 18 SW3082 AS ROD WEATHER STRIP BULB VINYL �•—1 JM10—� 0.1670 2.750 0.692 d 4141412 I ,T aow 41719 .u2, � L 41810 4-- SASH BOTTOM RAIL SASH SIDE RAIL SASH BOTTOM RAG. N 6053-Ts 55 PLASTIC KOCETAL K300 SW-43353 PROOUcf RL•'VI.4ti0 .ca.oyiiw wit"6.41 Ft9tidn DRAWING. N0. BumagCo& N a SHOS-01 ode HY 6nPAAwt d� FRANCISCO HERNANDEZ Sljli.1 Z mot' FLORIDA PE ip 51393 SHEET 6?L6 s . 1 I MIAMI-D1ADE MIAMI-DADE COUNTY MM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Morida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOAa www.miamidade.ftv/pera 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 112009"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No.CS09-01,titled"Series 2009 Out-Swinging Aluminum Casement Window-Impact Resistant Glass",sheets 1 through 6 of 6,dated 12/03/08,with revision#I dated 03/06/12,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, model/series,and following statement:'"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall he provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-0407.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0314.12 MU4NaGADOt'TM Expiration Date: June 17,2014 �11q�J2 Approval Date: May 24,2012 Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. CS09-01,titled"Series 2009 Out-Swinging Aluminum Casement Window—Impact Resistant Glass",sheets 1 through 6 of 6,dated 12/03/08,with revision#1 dated 03/06/12,prepared by manufacturer, signed and sealed by Francisco 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 FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an outswing aluminum casement window, glazed with 5/16"overall HS laminated glass,prepared by Fenestration Testing Laboratory;Inc. Test Report No.''FTL-5560,dated 09/04/08, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA # 08-1224.10) C. CALCULATIONS 1. Anchor verification calculations,structural and comparative analysis,complying with FBC-2004, dated 12/08/08 and 05/07/09,prepared,signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA#10-©407.01) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butaciteg.PVB Interlayer"dated 09/08/11, expiring on 12/11/16. Manue P E. Product Control zam er NOA No. 12-0314.12 Expiration Date: June 17,2014 Approval Date: May 24,2012 E- I Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,and of no financial interest,dated March 09,2012,signed and scaled by Francisco Hernandez,P.E. 2. Laboratory compliance letter for Test Report No, FTL-5560, issued by Fenestration Testing Laboratory, Inc.,dated 05/12/09, signed and sealed by Michael Wenzel,P.E. (SubmUmed under NOA #08-1224.10) G. OTHERS 1. Notice of Acceptance No. 10-0407.01, issued to Sunshine Windows Manufacturing, Inc. for their Series 2009 Outswing Aluminum Casement Window—L.M.I., approved on 05/19/10 and expiring on 06/17/14. i Manuel Perez3 P.E. Product Control US iner NOA No. 1 4.12 Expiration Date: June 17,2014 Approval Date: May 24,2012 E-2 ' HINGE LOCATED FLUSH AGAINST JAMB 5" mAx MAIN FRAME AT HEAD/SILL OF MAIN FRAME DFMGN PRISSURES CHART-PSF AT H WACT RMSTANT GLASS . ..... HINGE LOCATION She IMPACT stmw Vmdnws AT HEAD/SILL vaNDOw ANCHORS GLASS mmdodwt;Ig'int DEMENKON 1745 W.33rd Ple" CORNERS. MAIN FRAME HIslock FWdft=2 T- PER PER PI"(305)354-411152 SEE HINGE JAMB HEAD& JAMO EXT. INT. LOCATION DETAIL. 0 4 IMDTH[HEIGHT SILL FALSE MUWM C3 26 I1r 2r 3 3 90.00 90.00 MAY K USED (SUIVACE APPLIED) 37* 4 90.00 90.00 A LOCK 3r 4 20.00 90.00 0 OPERATOR LOCATED ON INTERIOR WALL It i/r 2 00.00 90.00 OF WINDOW FRAME SILL 261/2- 50 5/8" 3 5 00.00 90.00 OPERATOR LOCATION MAIN FRAME AT HINGED SILL CORNER. JAMB 3r 4 1 90.00 90.00 0 SEE OPERATOR MAX. WINDOW 4z 1 is ilir 2 90.00 90.00 LOCATION DETAIL. WIDTH - 37' MAN FRAME 3r 4 - 90.00 90.00 OPERATOR LOCATION DETAIL 24* 36* a 4 90.00 1 90.00 GENERAL NOTEr 24' 41r 3 5 90.00 90.00 THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FEIC. 1. 4 90.00 90.00 21-- SHUTTERS ARE NOT REQUIRED. 1 3- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 24* 3 90.00 90.00 4- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DEMON PRESSURES CHART I 5- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH I BY USE 1/4- DIAM. ULTRACON BY ELCO WITH 1 1/4- MIN. EW13EDMENT INTO OONCRETE/MASONRY AND 2 1/r MIN EDGE DiST.. FOR ATTACHMENT INTO 2 BY OR WOODEN STRUCTURE USE 1/4- DIAM. ULTRACON BY ELCO WITH 1 1/2- MIN. EMBEDMENT INTO WOOD AND I- MIN EDGE DISTANCE FOR ATrAcHmENT INTO METAL USE 1/4* DIAM. MOE 5 SHEET METAL SCREWS wrrm I* MIN. EDGE DISTANCE. S.- CONCRETE STRENGTH f'c-3.200 Pat MIN.. CMU PER ASTM COO., FILLED CMU fm-2.000 W MIN. tg 7- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. B.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINV G- 0.55 OR GREATER DENSITY. 9- THE THICKNESS OF THE SMEL/ALUMINUM MOST STRUCTURE SHALL BE NO LEM THAN 1/8-. PitowerRBVISED ALUMINUM SHALL BE 6063-TO. STEEL SHALL BE Fy- 36 KS! MIN. a wm" DRAWM No. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS Raft on& TO THE STRUCTURE AND SHALL BE APPROVED ErY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED BY DATE.,12-03--00 IN SECTION 2003,8.4 OF THE 2010 FEIC. 15-41!.Iia. SCAtL.NTS FRANCISCO HERNANDEZ ' 2 21 is o J.4 2 sift he Von&" —— ——————————— Mmdck*§,Inc. NOON MOM 33M2 22 3 4 Pht(303)364—OM O ,9 I � z 12 13 14 -- O 11 ------- --- 98 VERTICAL SECTION O es oomplyl�aft" Dk4WM Nm HORIZONTAL SECTIONS CS09-01 SME:'X-l* FLOI�10 5 3 SHUT=2OF 6 MATRRIALLIST MATRAIAL LIST S{nripiiiid ft ....x.}•..:. IT]IH6 PARTI QTY DIiHCH1PTK)N MATICRIAL HVNAHILB iTRK9 PART/ QTY DB9CRIPROR S7AT'H$fAL RflIfAHKB „ . •Yz'y:..a.fti• t� Sf. mzrnx.•}rz 1 00-3430 4 FRAME 8083-T5 12 23.01 / SINGLE ARM OPERATOR STEEL TRUTH HARDWARE ?+.+t"t"+•'�?"^. •rn•}r•cii�' 2 OC-3429 1 VENT 8083-T5 17 24.30 1 MULTI-PANT LOCK ZINC TRUTH HARDWARE " 3 OC-3427 AS ROO CURVED GLAZING BEM 9063-TS 14 11901-22 1 TIE BAR STEEL TRUTH HARDWARE 51216fti08 YR.Inc. _ 1�nlrfachuing,In. 4 OC-3427 A AS ROU RECTANGULAR GLAZING BEAD 8083-T3 16 31648 AS ADD KEEPERS STEEL TRUTH HARDWARE t746 W.33rd Pbe4 W4186%fladd0 33012 S - 1 .087-THICK CORNER KEY STAINLESS STEEL, to 03144 AS ROD TIE BAR GUIDE NYLON ULTRA HARDWARE PM MM)394-9692 6 - 1 .087'THICK CORNER KEY STAINLESS SIM 17 4905 AS ROD GLAZING BEAD BULB VINYL TRUTH HARDWARE Fact306TM/e-S/te 7 - 1 .057'THICK CORNER KEY STAINLESS STEEL 18 E2031 OM AS ROD WEATHER STRIP BULB VINYL ULTRAFAB 8 - 1 .067'THICK CORNIER KEY STAINLESS STEEL 19 - AS ROD GLAZING TAPE FOAM FRANK LOWE 0 - 16 ASSEMBLY SCREWS 1j B K 1-PH SMS 20 AS ROD SNUBBERS NYLON 10 38.13.00 1 EGRESS 4 BAR HINGE STAINLESS STEEL TRUTH HARDWARE 21 - 4 SHEAR PLATE 80&3-T6 FULL LENGTH „ 30175 1 TRAP( STARLESS STEEL TRUTH HARDWARE 22 SGLAM AS PECORA�5/DOW COMM 899 SRICONE a 1.61e 0.901 !K 1.,d6 0.738 0.7se 2.6 Q O.S2o 0.610 Vl 1.14 1. 0 76 0.676 2. 2.60 2.711 2 7e 2 71 0 O o.i69 NWT' F 0. ,.166 '-•,.,96� ,• W ,n62 �0.70 2240 6.996 GLAZING BEAD GLAZING BEM 6.640 ,. SHEAR PLATE FRAME SASH FRAME OC-3427 OC-3427 A OCAME ASN FRAME 6083-76 e063-TS 2.7 3. 8063-T5 8083-78 6093-TS O O 8 ` O1 O2 �3 4O CORNER KEYS N_ PRODUCT R9Y13BD eaeemNd14-mo}ftF1.1d6 DRAWING No, 13WIdTa6 Celia AueptaamtNo - CS09-01 Inaba Date BY DATE:t2-03-06 3-,+iL SCALE,I/2--l' FRANCISCO HERNANDEZ FLOP IDA'':!E`A,t$1303 SHEET 3 OF e I 2 1/2° MIN. 2 1/2° MIN. 1° MIN, 1/4•SMS.THROUGH METAL 1/4•ULTRACON WITH 1 1/4•MIN. EMBEDMENT NUMBER OF ANCHORS AND ••?t'•riii ru::ra ^f INTO MASONRY THROUGH 1•BY WOOD BUCK ANO MAX.SPACING >C{:rli{iiu.r:++i•:U.s{:•i: ^ •V YJJJ:t:Jt...:i. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART ;r.':i ii:r"•?rxv:::::::.. f.a.• �. :.; REFER TO DESIGN PRESSURES4 CHART METAL STR TURAL MEMBER BY OTHERS AND ELEVATION ON SHEET 1 OF 6). ;:x??.,y;,;{}.¢?,•:}}t: AND ELEVATION ON SHEEP 1 OF 6). (SHALL AND ANCHOR SHEAR FORCES) :::". 1• BY SUCK MINIMUM TH.KNESS i/S° Sl,nsian0 Yfind0" SUCK W000 BUCKS BY OTHERS MUST BE PROPERLY �— MGDI�OCIUtQg,Ifx. DS SEALED AND ANCHORED TO TRANSFER LOA TO »ss W.saro wee. ' THE STRUCTURE. Wafaeh.Re:Ide moots SHOULD BE APPROVED BY BUILDING OFFICIAL '} PIn(M)3"B6t PRIOR TO WINDOW INSTALLATION. Fex(�65)M8-6118 CyS tJ� I I Fa ,• MIN. I 1/4°ULTRACON tlRT11 , 1/2•Ma,. PENETRATION INTO Wes. I INTO DESroN P"�RESSURRESS CHART SPACING I Ey AND ELEVATION ON SHEET 1 OF B). W ATTACHMENT TO MASONRY ATTACHMENT TO METAL STRUCTURE DETAIL U W 2•BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY �. SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE ell SHOULD BE APPROVED BY BUILDING OFFICIAL W PRIOR TO WINDOW INSTALLATION. I I I o I � I I ATTACHMENT TO ROOD N I PRODUCY RBVISBD a"'wmprying`Aihftibft DRAWING No. No CS09-01 sx Ode Beildiitg Code TYPICAL SECTIONS AT HEAD DATE. 2-03-08 A�farnl $-,_1 � SCALE:12•-1• FRANGISCD;,.4&NANDEZ SHEET 4 8 FLOI�IpA':PE ':51.393 1/4'ULTRACON WITH t 1/4'MIN. EMBEDMENT INTO MASONRY THROUGH I*BY w000 BUCK (FOR NUMBER Or ANCHORS AND MAX. SPACING METAL STRUCTURAL MEMBER By OTHERS REM TO DES04 PRESSURES CHART (SHALL WITHSTAND ANCHOR SHEAR FORCES) AND ELEVATION ON SHEET I OF 0) MINIMUM THICXNESS - I/G' 1/4" MAX.SHIM SPAC I*BY WOOD SUCK &mWme VAndan 1/4' MAX. WOOD BUCKS BY OTHERS MUST HE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO 1/4!'SINS THROUGH METAL SHIM SPACE THE STRUCTURE. (FOR NUMBER OF ANCHORS AND MAX. SPACING 1745 W.33rd pwo SHOULD BE APPROVED BY BULLDING OFFICIAL REFER TO DESIGN PRESSURES CHART WOW6 Ffm*330I2 PRIOR TO WINDOW INSTALLATION. AND ELEVATION ON SHEET I OF 6) 1%(305)3"M Faw(305)8211-5118 ATTACHMENT TO METAL STRUCTURE �y' O W 1/8'H.S.CLAW 0.00 BLITACITE PYS BY WPM ATTACH iONTTOMASONRY or H.S. 1/4'ULTRACON BY ELM WITH 1 1/2*MIN. PENETRATION INTO WOOD. Orma (FOR NUMBER OF ANCHORS AND MAX SPACING TAW it REFER TO DESIGN PRESSURES 04W M ELEVATION ON SHEET 1 OF 6). 2'BY WOOD SUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY 0,73' 1/4- MAX. SEALED AND ANCHORED TO TRANSFER LOADS To TYPICAL OLM On SHIM SPACE THE STRUCTURE SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. TAPE 1.7 3 SLMONE 22 DO on/PMOMRNING/80. ——————— GLAZING: 5/16- IMPACT (1/8* H.S. + 0.00 PVB + 1/8" H.S.) GLAZING DETAIL C77qj ATTACHMENT TO WOOD PR,0DUCrREV9= as wmpbft wM t1w DRAWING No. owmftcode Ampt.No,"- 141- CS09-01 TYPICAL SECTIONS AT JAMBS DATE 12--03-08 SCALE: 1/2'-l" FRANCISCO i HERNANDEZ VLOMDA, , "C51393 SHEEP S OF 8 ;P II i , ~ ' 1745 W.Wrd Pkm ft(30)W-6952 METAL STRUCTURAL MEMBER BY OTHERS V'4 (StCL WITHWAND ANCHOR SHEAR FORM) -8 7 MINIMUM THICKNESS - 11lr 1/4'SMS.THROWN METAL I-iLm-1m. (FOR NUMBER OF ANCHORS AND MAX.SPACING REFER 70 OEM PRESSURE&CHART AND ELEVATION ON SHEET I OF 6). 1/2, MIN. ATTACEIMENT TO METAL STRUCTIME, MASONRY (FOR NUMBER OF ANCHORS AND MAX.SPACING E- REFER TO DESIGN PRESSURES CHART tin AND ELEVATOR ON SHEET I OF 6). ATrAcmwOT TO PRE-CAST SILL 1/4'ULTRACON 1 1/2-MIN.PEWM110N INTO WOOD (FOR NUMBER Of ANCHORS AND MAX. SPACING ROM TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET I OF 6). 2'BY WOOD SUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO m THE STRUCTURE SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO W[NDOII?INSTAUAVON. ATTACEMIENTTOWOOD 31e MAX Hom-staw OR" INTO MASONRY THROUGH i"BY WOOD RUCK OR RON SHRINK NON METALLIC GROUT 1/4-ULTRACON WITH 1 1/4-MIN. EMBEDMENT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET I OF 6). 'RODUCT REVISED TYPICAL SECTIONS AT SILL BY 30 at- SCALEi Ilr-1 FRANCISCO t Hl Ef ' a a l� ,f C + B R ° g A4 DOWEL&EPDXY e _ 72'OC.HAX SPACING VALID ONLY MDR.18' LAP - ° 2 TREADS 1! 11' EMBED 6' HIN.INYD _ `{ ®$„i.. 1t' lY i'-0' EXIST'G SLAB m `-F e t EXSTING 6 CONC. NIITE.' Stair to be OAq,, SLAB(CUT-OUT AS form and pour In T= ELEV. REQ'DJ concrete. Detall for ° +&S'NGVD Stair InSection A/A W vi ry Vd HR-23 y, o I si U, _ EXSTING 4' CONC. CE I = SLAIt CCUT-3UT AS / ' ` 84 HTDOZ•REINF. / I III- IF SPA CM MAX -HERIZ RI +7.11 NGVD 4 I I I I I I LII I I I ea EACH NOZING - as O L — I - III I I II I 04 DDNEL A EPDXY a I2' - mr-MAX.SPACING MIN.18'LAP 1'-0` Lu ENEED 6'mm INTO �. II SLAB V 2 DETAIL_e CONC.STAIR HR-24 .. Z 1 9•°9'-0' W N ilk 3: 00 H 0 w (� ZW z CAST-IN-PLACE CONCRETE �/ Z0 _ ° � LLI 1. ALL CONCRETE IM IS OESLaTEO ON THE BASS OF'siRElM OESW m ACCORDANCE �+ Z Cn Z � �R Go R 9i11H A(1 398.'BUAROHG CODE REWBtEIIENTS flXl RERIFtRCED CONCRETE`.All CW�ICILEIE JIM SHALL BE CONSTRUCTED IN.SIPoCT C01�LWXE IL1H AO 318 QI O�� dl��_ 'I to CORRO80TL RF95TANLE:All CONCRETE DFOS:D SHALL HAVE RHEOCRETE AWW- U O .2 O Z tnl YIX PsR MAN,ACIUREIt'S IIEfAIOq:IiBAnON. - " QI OI O d�ai Q 2 CONRTtE7E YK)AIC SHAl1�.PROPORn m IN ACCORD IMTH Ad 3m,'sPEDFICATONS FOR - '..' STRUCNRAL CONCRETE'AND Aa 299.99, PRACTICE FOR SELECTING PROPOR_ - '1 T EOR-NOaMAt WEIg1T eauR:-TE'to PRWl10E THE Fp10VAN{,7 O _ Q Q V n LEST MAX MAX - --- - - LOCA'nON STRENGTH AGE AG;m W/C mlmwUM - O I � (PSI) (DAYS) SIZE RATIO CEMENT i JAN FOUNDAn4NS/WALLS 30D0 28 1/2` .55 any. - * THE USE OF A SOPERPLASOCM IS ALLOXIA BUT NOT REOI60.SWOCAGE FOR TH8 MIX SUIL BE UWTED To 0.0=AT 28 DAYS AS TESTED BY ASIM C957. - t.=GN MS SHALL MEET OR EXCEED EACH RWU EMENT SPECM,WHERE BOTH SIREN=Alm MAAMUM WATER-CEMENT RATIO ARE SPECIFIED,THE MOST S7RI MIT HR-44 HR-34 SNAIL APPLY.FOR EXAMP E.MAU=WATER-CEMETtT RATIO W ff RESULT IN A STRENGTH WATER THAN THE no" VECtFW LOfEYASE.A.LOWER WATER-CEMENT RATIO THAN � R SPEOIM MAY BE REQUIRED IN ORDER 70 ACHIEVE THE REWIRED STRENGTH. R t�AIER-CEMENT RATIO:W/C RATIO SHALL DE BASED ON 70TAL C MOPDTRIUS MATERIAL IF NOT SHOWN aBOYE,W/C RATIO SHALL m MIEIMINED BY SUPPLIER BASED ON STRENGTH ' R REQtnRE9tETlTS. HR-24 Z. CONCRETE SLUMP UMITAT 4`MINIMUM HP-34 IONS: 4. No WA7ER SHALL BE AM D TO THE CONCRETE MIX AT THE.LIB SITE WIn9WT APPROVAL �\ W THE ARCIBTECT OR ENGNEER 5. MAX"AGGREGATE SIZE SHALL BE 1/2`.ALL AGGFVAIES SHALL CONFORM TO ASHI 0-31 1 N7 N an,�tar g AUZXTURES MAY BE USED ONLY AFTER APPROVAL BY THE ARCHITECT OR ENdNEER 7. ALL CONCRETE To BE PUMPED SHALL BE DES100 ACCORDINGLY AND SHALL COMPLY IM SLUMP LAOTAnONS STA70 HOW ABOVE AND WTIJ AO 301*SPECIFICATIONS FOR Y PUMP MEDws COMMITTEE STRUCTURAL CONCRETE'AND AO 30N'PIAONC CONCRETE B REPORi`. B. �OF A 3'INSIDE MAMETER PUMP AHD POT SHALL BE USED TO TRANSPORT THE .,. PROJECT REINFORCING STEEL: R & ALL CONCRETE SHALL BE CONSOLIDATED THROUGH THE USE OF MECHANICAL VIBRAYCRS. � PAGE SCALE:SCALE ID CONCRETE COYER FOR F4WORCIRG STEEL SHALL•BE IN ACCORD WITH AO 318.AND SHALL DESCFCIPTION' . BE A MA'8911At AS FOLLOWS,UNLESS NOTED OIHERIISE: I. TO BE NEW SUET STEEL CONFOWBNC TO THE LATEST AS.TAL A615 GRADE 60 SPECtFl(J,nONS,FAIDICATED IN ACCORDANCE 1WTH :J J`f i /v '1 {i DESC1 FORMED MUJA ASE OLLO BELOW GRADE D GIH ....z' MANUAL OF STANDARD PRACTICE OF THE C.R.S1.AND PLACED IN ACCORDANCE PATH A.C.I.315 AND AG,MANUAL S STANDARD PRACTICE 1' DE SC2 91. ADEQUATE VERTICAL AND HMORTAL SHORING SHALL BE PROVIDED To SAFELY SUPPORT 2. CONCRETE COYER UMESS ODIERA'tSE DETA4ED ON DRAWMGS:2'/Lit - - �'-- - -_"- _ oT.�Rio1 ALL CONSTRUCnON LOADS - >�_ UVIt' S ALL REINfpRCELRENT:PLACED M ALXXTdDANCE PATH REINFORONG DIAGRAMS,LAPPED 3E BAR dAME7ERS OR YIFHMIIM t8'. n ALL Opts S P BE STD ONLY AED SUPPORTS, OP BARS DEGREE HOOD L REQUIRED T JO-PAK.ALL TOP BARS HOOKED AT NON-CON7111M EDGES(U.O,R) _ a. ALL REINFORCEMENT SHALL BE PLACED AS SHOWN ON DETAILS. 721x2'M.O. � ,, ° INSTALL NEW SUNSHINE GENERAL NOTES: WINDOWS SERIES 2001.FRENCH gac°J p + ® 72"F.S. DOOR PER NOA#12-0320.04 "°4 w "• SEE SEPARATE SUBMITTALS CONSTRUCTION: w 1) ALL CONSTRUCTION SHALL CONFORM TO THE 2010 FLORIDA BUILDING CODE AND THE $�. O 69316 CONTRACT DOCUMENTS. EXISTING CONCRETE BEAM TO REMAIN 2) GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS,DIMENSIONS,ETC.FOR Z-�-_r CONFORMANCE WITH PLANS AND SPECIFICATIONS.NOTIFY ENGINEER OF ANY VARIATIONS �� STATE OF z - 1-I--L PRIOR TO PROCEEDING. �.. c�.HRISTOPHER STA&TOW. "ir> LA P. . X16 - -T-1-r CONCRETE 1. _L 1) TO BE A MIX DESIGNED BY A RECOGNIZED TESTING LABORATORY TO ACHIEVE A STRENGTH o 1f,�ya a u L,_ 1 eil ?_1_r OF3000 PSI AT 28 DAYS WITH A PLASTIC ANRWORKABLE MIX.r_J_ 1 1-.1._L REINFORCING STEEL: p pa m L,_ 7_L_r 1)- TO BE INTERMEDIATE GRADE ASTM A615-60 DEFORMED BARS OF NEW BILLET STEEL MEETING L) rJ_ I-7-L ASTM A305 LATEST,FREE FROM OIL,SCALE AND RUST. BEND,LAP AND PLACE IN ACCORDANCE U 5. , �_1_r WITH ACI STANDARDS AND SPECIFICATIONS. Z :W - o r-J- 1.- -L IL— 05 MASONRY: j m 1) ALL BLOCK WALLS SHALL TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK Z co 2001 French Door LM IMPACT RESISTANT MANUFACTURED IN CONFORMANCE WITH ASTM C-90. THESE MASONRY UNITS SHALL PROVIDER p~y' a J M EXISTING CBS WALL N.O.A.#13-0415.16 MINIMUM PRISM STRENGTH OF Pm=1350 IN 28 DAYS. W W m INSTALL 1#5 VERT.IN TO REMAIN Sunshine Windows t4anufacturing W Z L CONC.FILLED BLOCK WHITE ANODIZED 2) TYPE'S'OR'M'MORTAR SHALL BE USED FOR THIS PROJECT AND PROPORTIONED AS DIRECTED Z p z U- CELLO EXII wAU UNDER ASTM C 270 CONTINUOUS GALVANIZED DUR-O-WALL SHALL BE PROVIDED IN EACH 2nd Q 0 o DOWEL&EPDXY INTO COURSE WITH A MINIMUM SPLICE OF 6". ALL GROUT SHALL HAVE A MINIMUM Pc--3000 PSI IN Z Z M ¢ o SLAB BELOW&CONCRETE BEAM 28 DAYS. ALL BEAMS SHALL BE CAST INTEGRALLY WITH COLUMNS OR FILLED CELLS WHERE W W ¢ ABOVE(EMBED 8"MIN.) U ¢ rn EXTERIOR ELEVATION - (1) REQ'D APPLICABLE. C m O D DOORS Back House E-I 9 z m 5 MS J t�-- N Uj I� I L U F— Lu D x li CD INTERIOR FINISH LU AS REQUIRED TO z: O MATCH EXISTING FASTENED WITH IWTAPCCONIS U CO a) 6°FROM ENDS;BALANCE @lr= Q _ ' * STING CBS WALL ¢ • �. TO REMAIN to 2 -----NEW#5 FILLED CELL mss. •:y. � ANCHOR DOOR PER NOA EXTERIOR FINISH AS REQUIRED TO MATCH EXISTING SCALE: NTS 1 DETAIL DATE: 3-18-13 1 TYPICAL WOOD BUCK DRAWN BY: C.S. CHECKED BY: C.S. NO. DATE REVISIONS PROJECT NO. Al M- 3 1--of 1 5 DRAWING NO. ®6'tfdG6E9 �d® U'"'vim CODE ASCE 7-10 �, WINDLOAD AS PER 2010 FLORIDA BUILDING ( ) BASIC WIND SPEED=175 MPH ° N F& BUILDING HEIGHT=180' VAMwy atci BUILDING WIDTH=60' STA 1 �` as ' t '0 lFk® ) �C�pQ I= 1.0 lP(&+1 Kd=1.0 EXPOSURE D Gcpi=0.18 {---72 1/2° M.O. 72" 7 yAdm*FLO I8r R.O rim FRAME S 19C FRAME SIZE y OLO vim° F1s}"OLD-1 T d n ®. 9 o? ° cl D1 1 D B D Lu ' 9 6 WN o Do EXTERIOR ELEVATION -(1)REQ'D W Bl I C D DOORS Batk House („) •L 2001 French Door LM IMPACT RESISrANf N.O.A.S13-0416.16 W W Sunshine Windows Manufacturing ~4 in WHITE ANODIZED .p �I EXTERIOR ELEVATION -(7)REQ'D EXTERIOR ELEVATION -(1)REQ'D R Sunshine Windows Serer 1650 Aluminum Sliding Glass Window-LMI S H Sunshine Windows Series"2000°Aluminum Single Hung Window-LMI GLASS:)- LAMINATED FUSS E 4) cl -I Z - ON LLun N.OA?12-0320.07 P(req'd)_+37/-40 PSF(ZONE 4) N.O.A.?12-0320.06 P(allow)_+70/-70 PSF 0 g 'I 0 GLASS:5116".LAMINATED GLASS-Oear(K"hs./0.090°pvb/Ye°hs.) GLASS:5/16"LAMINATED GLASS-,Gear( °hs./0.090"pvb/Ya"hs.) 7 1 y4"sin P(req'd)_+401-43 PSF(ZONE 4) U 0 O rvoo P(req'd)_+40/-43 PSF(ZONE 4) P(allow)_+90!-90 PSF P(req'd)=+40/-53 PSF(ZONE 5) �y�yy ( o O Q' Eleva n List: W U HR 34-Window Dimension 53a"x SOr QTY 2:P(allow)=+5533/-88.4 psf �I 5 r-� HR 44-Window Dimension 74"x 5*QTY 1:P(allow)_+5333/-6730 Psf -HR 24-Window Dimension 37"x S0J"QTY 2:P(allow)_+5333/104.70 psf ® _W HR 23-Window Dimension 37'x 38,"QTY 1:P(allow)_+5333/-120.0 psf S r1 2Y•RO PQ 1 }--- 37'-1 GU yt � 0 1 3 a ' GLS 0 A EXTERIOR Front Door ELEVATION -(1)REQ'D : CS EXTERIOR ELEVATION -(1)REQ'D EXTERIOR ELEVATION -(1)REQ'D 3eid Wen steel wood edge impact gkized door-LhII rar Sursh(ne Windows series'2009"Qutswing Ahardnum Casement window-LMI S 1 Sunshine Windows series"2000"Aluminum SIngle Hung Window-LMI FL 14569.1 NOA.1Z-0314.12 Sunshine Win 20.07 GLASS:1"INS.LAMINATED GLASS-Clew Ys"temp-112"airspace{Y8"hs./0.090"pvb/Ys"hs.) GLASS:5/16"LAMINATED GLASS-Clear(Ye"hs./0.090"pvb/%"hs.) GLASS:5/16"LAMINATED GLASS-Clear(Ya"hs.10.090"pvb/Y,"hs.) - P(req'd)_+37!-40 PSF(ZONE 4) P ROJ E P(req'd) +40/-53 PSF(ZONE 5) P(allow)_+60/-60 PSF P(req'd)_+40/-53 PSF(ZONE 5) P(allow)_+90/-90 PSF PAGE SCALE: SCALE P(allow)_+90/-90 PSF DESCRIPTION: DESC1 DESC2 OF [�P - - = to rq a•t..... c FOP.INCT""SPACnF-;EE EIE�'ATIORS ON SHM t FOR NIIMDER OF Y7ro;> FOR Sm DOOR r 4;�:F I 4' MM RAT, TYP TO DCaK:H vRESSIAtrc DItARi ON S^RTT 1 OF�. / S L ) FOR ANCHOR SELEEIt•w SEE NOTE B ON SHEE7 t r: s �q� ,.. (rew-{L FOR DOOR:eu85) •• 3 NU FN 2 I/2` MIN. 2 1/2° MIN. MBERDAIip L1 o-a °aa 1/4' ULTRACON WITH 1 1/4- WIN. EMBEDMENT 4 11 12 INTO MASONRY THROUGH 1'BY WOOD BUCK r1 Cl'i �ILYWRH aE1EN 4. ,a •°. (FOR NUMBER Of ANCHORS AND MAX. SPACING e A.a•.• j. • REFER TO DESIGN PRESSURES CHART d' •.I =�''�' 4N• AND ELEVATION ON SHEET 1 OF 6). S , - ,4 1' BY w000 BUCK we 8 :i� i.�. „! Q l'/ WOOD BUCKS BY OTHERS MUST BE PROPERLY lU!�, Ua/ ^n �3 u 5 SEALED AND ANCHORED TO TRANSFER LOADS TO y r 1 THE STRUCTURE \ .J 3 W SHOULD BE APPROVED BY BUILDING OFFICIAL �— -..� PRIOR TO WINDOW INSTALLATION. _ _ F-_ = /o 9 Ii'F 1/4'ULTRACON WEN 1 1/4'MIN, EMBEDMENT INTO MASONRY THROUGH 1'BY WOOD BUCK (FOR NUMBER OF ANCHORS AND MAX. SPACING 19F OR 2BY p00D RUCR BT OTHERS W REFER TO DESIGN PRESSURES CHART f--Q tAT01STAR0 Atl GIA2wG SYSTEM !A AND ELEVATION ON SHEET 1 OF 8) WAGS TF;rA FO''• u WOOD&CKS) V/ SEE E 2 4 tW:�=:ET t OF 4, ....I' BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY " 1 o' . w �1 I N 1/4° MAX : ..;. •`' UJ SHIM SPACE SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. I � 1"•1 z W . SHOULD BE APPROVED BY BUILDING OFFICIAL '.,:.: Z Z PRIOR TO WINDOW INSTALLATION. IQ �.. I W I aWC p � iJi 0 O •, �I QI Nl g Lu 001 uNC " ------ Q aI p cc U00 SCI oUCZU �j g Qa I t.. Id 2 4 Q �I 0� I'��' M � I O \ aw W V QI a � pIVALT GLASS: cc 5[E GLASS ROTE ; � ON SHEET 1 OF I MID GI OF I J I U; ""'uL sNOMN M SKEET 2 M. i :.•Ft.•L•i�'c 4^«.• ---'"'aUC1URAL SILICONE ^ •.YY�i;.,I'Z J/4'MAX.NON-SHRINK OW 'low SIMAR NEORNiNC 69B OR 1'BY WOOD BUCK $ 1' g W 11 ' 2 1/2- MIN. 2 1/2" MIN. 14 6 O a 4 4 4 1/4' ULTRACON WITH 1 1/a' MIN. EMBEDMENT yam, IWO MASONRY THROUGH 1' BY WOOD BUCK I e• " OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER ' OF ANCHORS REFER TO SHEET 1 OF B). a 'M STR!NGTH GROUT. MUST BE vv.J KS: WIN SPANK,NON METAIIG FOR ANCHOR SPACwG SEE ELEVATIONS ON SHEET 1 OF 4. FOR E&;X R ES URES AW-HDRS FOR EACH ODOR UNIT SQ[R6:F dK To oESIaF rRasLars CHART ON SHEET, OF 4. FOR ANCHOR SELECTION SEE NOTE/4 ON P W I OF. (NM FOR DOOR HEAD oto StU) PROJECT PAGE WAM:SCALE DEWROP710N: DESC1 DESC2 AMP -- CAL11Vl�- IVbl t�K ' p SfAL N( ,gR' • L�_-2 T/2•' MIN. 2 1/2' MIN flo LN I - - 1/60 ULTRACON I t/{"MIN.EMBEDYLMT INTO MASONRY (_u F THROUGH 1 BY WOOD SUCK C19 2 1/2" MIN. 2 1/2" MIN. .a (FOR MAX.ANCHOR SPACING AND NUMBER Of ANCHORS n 1/4'ULTRACON 1 1 4'MEN. EMBEDMENT INTO MASONRY • 4T REFER TO FIEYATIONS A!W DESIGN PRESSURE CHARTS '` AL7 J { ] ON SHEETS 1 OF 7 AND 2 OF 7) �� VJU�-0IQYWRHRAIItER THROUCM 1 BY w000 BUCK /� �j '� TYPICAL FOR HEAD. SEA (FOR MAX. ANCHOR SPACNG AND NUMBER OF ANCHORS I A 1 ,•o,. I REFER TO ELEVATION AND DESIGN PRESSURES CHART �f 10 , ON SHE 1 Of 6). (SEE DETAILS 14 - TYPICAL FOR o" A1,Al.A3 AND A4 ON SHEET 2 of 6) aIM t pp 12 1 OD BY WO SUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO 3/4" T/a'STEEL LOADS TO iE37RTURE SSW4N APPROVED BY BUILDING OFFICiAL PRIOR 10 s WINDOW INSTALLATION. a y O ( DETAIL A o. I A71ACHMM'1'O MASONRY o. I 3� 1 I I I I I I e 1/4' MAX. W ( I 1i _ SHIM SPACE I A n �, z (SEE DETAILS 2 � W 1 Cl.C2.T o A) ce N Q 0 tt;sls� 3 c ay H Z 93 U ]/4'NIA%.NDN-6HRMAC WON 1 1/4' N ]/T'MM.M01.-SlRINK GRDUI - ^ :'•'..� ON 1'BY WOOD BUCK {n z MIN. J J W pl 0 tI OR I'By WOOD BUCK y.v 'e 1/4'TAPCONS I 1/4*YIN, EMBEDMENT Qi (J� INTO MASONRY THROUGH 1'BY W000 BUCK I Ql N Z {EE co W OR WON SHRINK NOW METALLIC GRDIT 22 v I z I I i . (FOR MAX-ANCHOR SPACING AND NUMBER Q,' 10 rtwL 1yIU4iM j 2 1/Y" MiN. -2 112" MIN._ I OF ANCHORS REFER TO ELEVATIONS AND 0 f �1 3 _ 1-- �( DESWN PRESSURE CNARIS ON SHEETS 0 (A I Of 7 AND 1 O 7). _1 2 1/2" MIN. 2 1/2" ANN. ., �o TYPICAL FOR.INMBS. cll �I o m V11 fQ INTO MASON ULIRACON 1 1/4" YIN. if WOOD B � Q � LL � Ql� a INTO MASONRY THROUGH 1'8Y WOOD BUCK I/4' ULTRACON 1 1/4'MIN. EMBEDMENT OR NON-S•UMWK NON-METALLIC GROUT �• � s W INTO MASONRY THROUGH 1'BY MOD SUCK •• � � (FOR MAX.ANC SPACING AND NUMBER 5 � � y.1 O OR NON-SHRINK NON-METALLIC GROUT 66Wdd OF ANCHORS REFER TO ELEVATIONS AND Lu F (FOR MAX.ANCHOR SPACING AND NUMBER Fr OF ANCHORS REFER TO ELEVATION AND IOf 7 AND 2JRE CHARTS ON SHEETS DESIGN PRESSURES CHART ON SHEET 1 OF 6) 1 1/4' TYPICAL FOR SILL ONLY. a TYPICAL FOR SILL ONLY, MIN. O J i 1V 1/4'TAPIANS 1 1/4'MIN.EMBEDMENT i \ $(To MASONRY THROUGH I'BY WOOD BUCK rn 1 �? OR NON SHRINK NON METALLIC GROUT IV (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND .e;:; OESXIPI PRESSURES CHART ON SHEET 1 Of 6) < I{I y11 W W W IYPNaK FOR YJIBS. F O < Q Q ® EI 1z 13 20 D la 18 le P 2 9 E — -- a 20 21 1♦ 22 10 1p K R WINDOW WIDTH .__ PROJECT HORIZONTAL SECTION PAGE SCALE:SCALE oESCwPno�I: DESCII DESC2 Of � r1P 1/4' MAX. ` SHRA THK. SEE DETAIL A SHY. 7 V� r x x W J n SEE CE-AL G G SHF. 6 23 CV � M YI N. I• 1 I/4, ".En. —4'—t f!:YAK. I 1r4• WIN.EMS, S �.�r l 7►--� ccc •�ssex a.... �Sf@Y 11A I N,WIN M S L_NUMBE t q 02�U� i LU V! Z WN o ~ z U W 3i o o � Z = � � NI � ' CC c o Uc �� 20 QZ,�i W OLL ~ f LU O Q Q U oLU 0 a J I PROJECT I L-51