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WS-13-492Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 March 22, 2013 Permit No: WS13-492 Building Critique 1. The work on the plans does not match the permit application. Remove all work not associated with new windows and doors from plans. 2. Provide the wind load design criterion. 3. Openings 10, 11 and 12 all call for a door with sidelights, is this one opening or three. The product approval is for one. 4. Mark 19 on the plan does not show an opening. NB 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. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: M `�" { 2- DATE: �S � lu I, \ :j Contractor Owner o Architect r&IJ0, Pi u se s plans and (ot r) Address: f\k 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 permitting process. Acknowledged by: V PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE Pl!OOJSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO S I? �y TAX FOLIO NO. l j ._'fi 1.36—013'-O6 to 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. RECORDED 04/04/2013 12"19—fig FiARVE.'Y RIJVIN x CLERK � IF COURT JURT 1'1IA111--DADE COUNTY? FLOIR Di LAST PAGE office Interest in property: /,00 X Name and address of fee simple titleholder: 5. Surety: (Payment bond required by c Name, address and phone number:_ Amount of bond $ 6. 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 provid Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: _ / �� '%1 C JAA (7 Z 678-W6 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. 0 Name, address and phone number: r a., 7 9. Expiration date of this Notice of Commencement: n (the expiration date is 1 year from the date of recording unless a different date is spec if G WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CON RE �L IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWI EFOA IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFOG"TI-R. FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING�K OR RECORDING YOUR NOTICE OF COMMENCEMENT. _ "O Signature(s) of Own r9AwQf(p)' Authorized Officer/Director/Partner/Manager .c_e Prepared By Prepared By Print Name P C 0-2 Print Name y C Title/Office 0a.4_411V1,Vv (Acc , CcTP,; ry Title/Office LU MC STATE OF FLORIDA � -s TAU J� L&C l z ' COUNTY OF MIstrum DE / The for oin instrum t was -acknowledged before me this � dayof By J ei U� ❑ Individually, or ❑ as for ❑ Personally known, or roduced the following type of identificat' UL Signature of Notary Public: Print Name: lP1iv PL� (SEAL) Notary Public - State of Florida VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES _ My Comm. Expires Jul 27, 2014 Under penalties of perjury, I declare that I have read the foregoing and ;, "off= Commission # EE 12432 that the facts stated in it are true, to the best of m knowledge and belief. %;�o"„ °Q'' Y 9 Bonded Through National Notary Assn. Signature(s Owners Authorized Officer/Director/Partner/Manager who signed above: BY _ — _ BY 12 .Ot AGE 3 3/10 /- Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED. IF CONTRA TOR IS A FLORIDA STATE�CERTIFIED CONTRACTOR: A. �OPY OF QUALIFIER'S STATE LICENCES B. �OPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE* D. COPY OF W(5RKERS,COMPENSATION INSURANCE* *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: BUSINESS ADDRESS: `f / aU1o�L��%.w �� I�Irg�' CITY �CQvidc (SL STATE F1 ZIP CODE � 3009 BUSINESS PHONE: FAX NUMBER ()5) CELL PHONE (=) o� / ' 7i 7 QUALIFIER'S NAME: u 1a' u � QUALIFIER'S LIC NUMBER: C1, �?cI MR Created on 3119/09 BY MLDV 1 RV 3/26109 MLDV I RV 6127I11 AS STATE OF FLORIDA' WDEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET —W TATALLAHASSEE FL 32399 - 0783 BLANCO, UBALDO UBALDO BLANCO G C INC 437 GOLDEN ISLES DR #8F xAr.r.seran�9 BEACH FL 33009 ;ongratulations!- With thislicense or; r ►:: < AQ#'A 20 562 `st ce you become one of the nearly one million :loridians licensed by the Department of Business and Professional Regulation.- BDi)�'.,$TSI •` )ur professionals and businesses range from architects to yacht brokes, f m loxers to barbeque restaurants, and they keep Florida's economy strong. 'GCO2$9 �.:`> T120030810 -very day we work to improve the way we do business in order to nerve you better, r : •. -or information about our services, please log onto www.myflaridalicense.com. R' -here you can find more infomration about our divisions and the regulations that npact you subscribe to department n t,R ewsletters and learn more about the , '�: ` K ! ; )epartment's initiatives. )ur mission at the Department is: License Efficiently, Regulate Fairly. We onstantly strive to serve you better so that you can serve your customers. k ;I :,�SRTIF S ' +mdez wr e;proviriams Hof; en' 489 Fs -hank you for doing business in Florida, and congratulations on your new license! ; ;,, :; � :3=- he-vr4 s of - 7eri 9 DETACH HERE rF P3BgL '* GD+ATION r _ Q Ak It" Y A- SEWL12071701139 r i �cC�- / .4 ic. � t�'0 �/� -�[ �'S: .t/��••-� -��. h "ice �` v:f r.::'j, ,( : •`=:�: r: j.. e GE�+a. NTH• .,� �-.�-, �` `a• _ _ __ ' �;; �;� � •��'- med;;iZ;eo CECkIF der visotis piration date: AUG 331, 2014n ' •'' \,+ -'r• '1. :'i-_it1:� .� Id .:� '\ '.tip �`- w Y �y� F.z�F�, •� •�.. ,+- r�'�i:, BLANCQ,J,� IP+y ,i �� Ft S: �a• y't:•,�� {(,r. h� ,.:,. -?; ,�.t.- .t� 437 GO�I?3 LESS` HALLANDALE BEACH FL„33009 �c v • t. IVIA ?` YEN LAWSON GOV$OR ::v ` SECRETARY `': DliP AS RE Cx lRr=66;� LAIN ,1, 1-111UL I nA IYu• JUJ LLI oeol F. UU4 CERTIFICATE OF LIABILITY INSURANCE °"TK MmomI PRooucF-R 305-227.0082 CAROLINA INSURANCE CONSULTANTS a3ftar2a14 THIS CERTIFICATE IS ISSUEb AS A MATTER OF INFORMATION ONLY AND CONFERS NO 8250 FlASTREET, STE 118 RIGHTS UPON THE CERTIFICATE HOLDER, THISCERTIFICATE AMEND, FL 33144 ALTER HCOVERAGE AFFORDED BY THE POLICIES BELLOW. INSURERS AFFORDING COVERAGE • wsuRED UBALDO BLANCO GC, ING WSUIVERA; REPUBLIC VANGUARD INSURANCE COMPANY INSURER 9: 437 GOLDEN ISLES DR # 8F HALLANDALE BEACH, FL 330M INSURER C: rPISUREA D: COVERAGES INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, GENERAL LIABILITY A X COMMERCIAL GENERALLIABILTY 20140030020 CLAIMS MADE a OCCUR rL AGGREGATE LIMIT APPLIES PER: POLICY n JEC�Y n IOC OMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS NIRED ALTOS NON-OWNeD ALROS GARAGEMJN LLITV ANY AUTO EXCESS LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENYION S Yiq 'KERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF CPBRg710NSlLOCATpNP&HICLES'EXCLUSIONS ADDED BY ENDORSEN INSURED AS GENERAL CONTRACTOR LICENSE # CGCO47289 MIAMI SHORES VILLAGE 10050 NE 2ND AVE MIAMI SHORES, FL 33138 EACH OCCURRENCE s a3roeno14 03I09l209 5 FlRE DAMAGE (My fto ft) S MED EXP (Ally w* pyrm) t PERSONAL d ADV INJURY S OENERALA13ORKOATE $ PRODUCTS - COMP/OP AGO I COMBINED0 SSiOLE LIMIT S (Ea amid�n (BPOirLpirs -')JRY t SCOILYINJU i PR�OPEa�� AMAGE s AUTO ONLY -EA ACCIDENT t ONE R THAN EA ACC $ AUTOONLY: — - E.L. DISEASE - E.L. DISEASE - PROVISIONS s s t t S SHOULD ANY OF THE ABOVE DESCRIBED POLICES K CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENOEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, PUT FAIWRE TO 00 30 SHALL IMPOSE NO OBLIOATWO OR LIABILITY OP ANY KIND UPON THE INSURER, ITS AGENTS OR MIAMI-DADE COUNTY - STATE OF FLORIDA N/A January 23, 2014 MI®�LOCAL BUSINESS TAX RENEWAL 5609246 2013 -2014 APPLICATION RECEIPT: 4704996 STATE # CGC047289 DBA/BUSINESS NAME: BUS. COMMENCEMENT DATE:05/01/2001 UBALDO BLANCO GC INC SEC TYPE OF BUSINESS BUSINESS LOCATION: BLDG1 GENERAL BUILDING CONTRACTOR DOING BUS IN DADE CO 1 MIAMI, FL 33000 OWNERICORP. UBALDO BLANCO GC INC FEE AMOUNT Receipt Fee 30.00 PHONE # 305-408-3044 UMSA Fee 30.00 437 GOLDEN ISLES DR 8F Beacon Council Fee 15.00 HALLANDALE BEACH, FL 33009 Bingo Permit Fee 0.00 Nightclub Permit Fee 0.00 Mufti -Municipal Contractor Fee 0.00 Restricted Contractor Fee 0.00 Library Fee 0.00 Transfer Fee 0.00 NAICS CODE: 2389 Doing Business without a License Penalty 0.00 Late Penalty 0.00 Collection Cost 0.00. NSF Fee 0.00 Prior Years Due 0.00 Amount Recently Paid - 75.00 If no longer in business, please notify us in writing. Review and correct the information shown on this application. A 25% penalty will be assessed to anyone found operating without a paid local business tax, in addition to any other penalty provided by law or ordinance (Sec 8A-176(2)). A Certificate of Use and/or City Business Tax Receipt may also be required. To pay online go to www.miamidade.gov/taxcollector To pay by mail, make check payable to: Miami -Dade County Tax Collector 140 W Flagler St 14 Floor Miami FL 33130 To pay in person go to: 140 W Flagler Street, Room 101 (305) 270-4949, fax (306) 372-6368 A service fee of not less than $25.00 up to a minimum of 5% will be charged for all returned checks. t RETAIN FOR YOUR RECORDS t .................................................................................................................................................................................................................................................................................... MIAMI-DADE COUNTY - 1 DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT 1 N/A January 23, 2014 STATE OF FLORIDA RENEWAL LOCAL BUSINESS TAX RECEIE -2014 APPLICATION 1m ullIIII11111 STATE#CGC047289 #CG 0472013 5509246 BUSINESS LOCATION: DOING BUS IN DADE CO MIAMI, FL 33000 BUS. COMMENCEMENT DATE:05/01/2001 SEC TYPE OF BUSINESS BLDG1 GENERAL BUILDING CONTRACTOR OWNER/CORP. 1 UBALDO BLANCO GC INC APPLICATION IS HEREBY MADE FOR A LOCAL BUSINESS TAX RECEIPT OR PERMIT FOR THE BUSINESS PROFESSION OR OCCUPATION DESCRIBED HEREON. 1 HAVE BEEN INFORMED OF ALL ZONING RESTRICTIONS IMPOSED ON THIS RECEIPT I SWEAR THAT THE INFORMATION IS TRUE AND CORRECT. UBALDO BLANCO GC INC UBALDO BLANCO PRES SIGNATURE REQUIRED SEE INSTRUCTIONS ABOVE 437 GOLDEN ISLES DR 8F Please pay only one amount The amounts due after Sept 30th include penalties HALLANDALE BEACH, FL 33009 per FS 205.053. , K Received By Jan 31, 2014 Feb 28, 2014 Mar 31, 2014 Apr 30, 2014 Please Pay $0.00. $0.00 $0.00 $0.00 7000000000000000000000004704996201400000007500000000000005 a 10 -05 -2012 W...t.-OFF JEFF ATW,-kTER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIOA 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: 10/05/2012 PERSON: BLANCO FEIN: 651096775 BUSINESS NAME AND ADDRESS: UBALDO BLANCO GC INC 437 GOLDEN ISLES DR., #8F HALLANDALE FL 33009 SCOPES OF BUSINESS OR TRADE: 1- LICENSED GENERAL CONTRACTOR EXPIRATION DATE: 10/05/2014 UBALDO IMPORTANT: Pursuant to Chapter 440 . 051114), F.S., an officer of a corporation who elects exemption from this chapter by tiling a certificate of election under tn,s section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.0502), 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 exempt. Pursuant to Chapter 440.0603), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? '(850) 41 D,WC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW 0 EFFECTIVE: 10/05/2012 EXPIRATION DATE: 10/05/2014 PERSON: UBALOO BLANCO FEIN: 851096775 BUSINESS NAME AND ADDRESS: UBALDO BLANCO GC INC 437 GOLDEN ISLES DR., :BF HAL:ANDALE, FL 33009 SCOPE OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR IMPORTANT OPursuant to Chapter 440.0504), F.S., an officer of a corporation vvnc elects exemption from this chapter by filing a certificate of electio, L under this section may not recover benefits or compensation under D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade hste E the notice of election to be exempt, R E Pursuant to Chapter 440.05113), F.S., Notices of election to be exem and certificates of election to be exempt shall be subject to revoca if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413- 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 `\V Miami Shores Village T - �, o Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: - _ Tel: (305) 795.2204 Fax: (305) 756.8972 n _ INSPECTION'S PHONE NUMBER: (305) 762.4949 c� ` FBC 20 BUIL ING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: o_ S 9 iU /6V,7*' S, City: Miami Shores County: Miami Dade zip: 3 3 / 3 6 Folio/Parcel#: l/^ ;L / 3 6 ^ o/3 — ©6/0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): /2 O C ft C9 0" S.1 Address: pl2 /4- 1W .' 6gAcl/ .3 S F 2— � Sl �- City: � State: Zip: Tenant/Lessee Name: Email: ,QC 0111-9i4 C `J e 6C.S601-W , �LJPr CONTRACTOR: Company Name: /�� cJL 6 if ✓i. S Sl>� �2rtr�k� Phone#: 305 -- 746- 3 7/18 Address: _ 69 / mc�(-) 7 977/ City: 4 (- e4 /D State: Zip: 3 D /6 Qualifier Name: ,,�Te,/L �.,[ i Lip b D i 24IV Phone#: State Certification or Registration #: CG C 6 S 7 7 Certificate of Competency #: Contact Phone#: 3o.5 7Z6— 3 ?,&Email Address: tOA, f a %ete/ (P 61-;1.A)c DESIGNER: Architect/Engineer: /`fie 7eAt Phone#: 30S—• % z 6- 37y8 Value of Work for this Permit: $ / t k0c) Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair//Reeplace Description of Work: Gei 1A) C) AZ-44g Cl_eA1 07L ? " 01_1 C u Color thru tile: cs d Submittal Fee $ Permit Fee $��o CCF $ CO/CC $ Scanning Fee $ Radon Fee $ N Training/Education Fee $ ouble Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, 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 done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature. Owner or Agent The foregoing instrument was acknowledged before me this a day ofWC<-,h, 20 1�, by�er CYXQ , who is personally known to me or who has produced i —C 37' -9s identification and who did take an oath. NOTARY Signature Contractor The foregoing instrument was acknowledged before me thisE day of �JUC4_1 , 204�;?, by ICG l ► � ('J who is personally known to me or who has produced as identification and who did take an oath. NOTARY M C `fix irP9mmission # EE 12432 M c y ` Bonded Through National Notary Assn. y wow APPROVED BY 7 0� Plans Examiner A". 1, 3 Structural Review imary Public - State of Florida My Gomm. Expires Jul 27. 2014 Commission # EE 12432 Bonded Through National Notary Assn. Zoning Clerk (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) BUILDING Miami Shores Village RECE3VED Building Department Fig e r . 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 LC) Permit No. PERMIT APPLICATION Permit Type: BUILDING Master Permit No, JJS 13Ol 2 ROOFING JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 3 3 13 3 g Folio/Parcel#: // — a / 3 6 ©/ 3 — 0 6'16 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): QC3C / 0U1f` 16-v.! CC(- Phone#: % �d —r I( Address: /V'6C / 0'%- City: �/�'i � S'� s State: "CGo'oe'l � '`f Zip: 3 Tenant/Lessee Name: Phone#: Email: ,z'C/12A so Q CONTRACTOR: Company Name: (1_ `JG{ I dU /bt C('� �U A) � Phone#: Address: 4 � rl OCckL) j,_ DS I)r $ F p City: 41A t i a (k dA l Ic State: Zip: 3 3� d I Qualifier Name: I I Ld I CL blk) Cif)/ Q Phone#: State Certification or Reggistration #:6W 0 � / a" O 1 Certificate of Competency #: Contact Phone#: _305- -P t/t/ 2?(p Email Address: /r-7 C 1 m DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition „^ -❑Alteration• - - ❑New - — _❑Repair/Replace ❑Demolition Description of Work: \ —'INX V kUP W f AJ'aO LV !:�b(� (Ntrl /' j Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $_ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State �'If Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, 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 done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was ackno led before me this (O day of who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature M& & Contractor / The foregoing instrument was acknowledged before me this 0 �' day of , 20 �, by 0;bC7lU) ff�)/ /,,� who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Ply Sign: Print:Sign: - _ . ., My Commission Expires: tP""P B4<. PATRICIA AREVALO = _ My COMMISSION # EEO12886 ';�•o,•,;,�;�• EXPIRES October 01,2014 *************** t ** Flo da t r Serv,1c . om APPROVED BY '7/(- V Plans Examiner Structural Review My Commission Ex ,rO4PRV PV9(�.. PATRICIA AREVALO My COMMISSION # EE012886 EXPIRES October 01, 2014 (407? 39C ,iJ Flondallotary ervice.com Zoning Clerk (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) 11 PPW 10' PAVEMENT 15' ALLEY FOUND 39 IRON PIPE FOUND 112' 00, IRON PIPE yyM 50' 25' �0 25' 701� GARAGE On' � % /00 @ LO r 22 LOT 21 Q+ 5 N N 3.20 END OF WIRE FENCE °�(%� SrO F- J 0 OJ1� O O LU Z LL ° w 0) w ti ,moo• 9.90, 22.10 _ : N' .-%CONCRETE::,, Off' ,n sLAB 0 15.15 10.09' O cM M N w 12.68 - CYi 5.10 N LL ONE STORY o LU_ CO RESIDENCE o # 289 N v F.F.E.=12.65' NGVD. GARAGE=10.27' 23.55 17.90 10.00' o POR o 12.05 co O 19.40 ED g �o PLA E CONCRETE POST 0.15 CLEAR. ` p N _ _` (9or N BOUNDARY SURVEY SCALE 1 "=20' -LEGAL DESCRIPTION: Lots 21 and the West 1/2 half of Lot 22 in Block 120, MIAMI SHORES SECTION 5, according to the Plat thereof as recorded in Plat Book 10, at Page 47, of the Public Records of Miami Dade County, Florida. N PROPERTY ADDRESS: 0 289 NE 104TFI STREET MIAMI SHORE, FLORIDA 33138 LILJ O N OJ 2 tL t- O w z SURVEYORS NOTES: 1-OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2-EXAMINATION OF THE ABSTRACT OF TITLE WILL < BE HAVE TO BE MADE TO DETERMINE RECORDED UJI INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY 3-NO UNDERGROUND IMPROVEMENTS WERE LOCATED w 4-ELEVATIONS ARE IN N.G.V.D.VERTICAL DATUM. 5-THERE MAY BE ADDITIONAL RESTRICTIONS NOT LU SHOWN IN THIS SURVEY THAT MAY BE FOUND Q IN THE PUBLIC RECORDS OF MIAMI DADE 0 COUNTY. 6-LEGAL DESCRIPTION PROVIDED BY CLIENT ce) 7-UNLESS OTHERWISE NOTED RECORDED AND w MEASURED DATA ARE INSUBSTANTIAL z AGREEMENTS. &BEFORE ANY CONSTRUCTION THE SET BACKS MUST BE CHECKED 9-FLOOD ZONE "X" PANEL 12086CO302 L 10-THIS SURVEY IS INTENDED EXCLUSIVELY FOR THE USE BY THOSE TO WHOM IT IS CERTIFIED. 11-BEARING ARE BASED OF PB 10-47(PER PLAT) 12- DATE OF FIELD WORK 12/07/2012 50' 25 �04 1 25' -OUND 314' FOUND 3W IRON PIPE 75.00' 5' SIDEWALK IRON PIPE L 0 CA TION MAP N. T. S. NE 105TH STREET 9 8 7 6 5 4 3 2 1 lb'ALLEY BLOC K 120 15 16 17 18 19 20 21 2 23 CERTIFY TO: 1-.Rapid Title Services Company. 52' BLOCK 2-.Old Republic National Title Insurance Company. CORNER FOUND 3-.Roc Acquisitions, LLC. IRON PI314' PE 3-.Peter Cura. NE 104TH STREET wV N = WA TER VALVE -C =UTILITY POLE ANCHOR =CONCRETE 0 =CHAIN LINK FENCE, 13 = WOOD FENCE LEGEND: A/C =AIR CONDITIONER PAD C.B.S. =CONCRETE BLOCK STRUCTURE DH = DRILLHOLE F.I.P. =FOUND IRON PIPE F.N.D. =FOUND NAIL & DISC F.N. =FOUND NAIL L.P. =LIGHT POLE N/D =NAIL & DISC N.T.S. =NOT TO SCALE PPW =POWER POLE WOOD TS = TIN SHED S.I.P. =SET IRON PIPE LB.# 3630 W. M. = WATER METER =DENOTES ELEVATIONS. DRIVEWAY yrY * I I HEREBY CERTIFY: THAT THE BOUNDARY SURVEY OF THE ABOVE PAVEMENT `� '`' 15.40' SOD CARLOS SILVA P. S.M. DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY g _,�;.. P.S.M. #3630 JOB:1-12/07/2012 KNOWLEDGE AND BELIEF, AS RECENTLY SURVEYED UNDER MY DIRECTION. *v' LID 11010 SW 140TH AVE IT IS ALSO MY PROFESSIONAL OPINION THAT THIS SURVEY MEETS THE szoo MIAMI FLA 33186 MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS DOACS IN CHAPTER 5J-17 OF CM PH. (305) 388-4098 ASPHALT PAVEMENT THE FLORIDA ADMINISTRATIVE CODE PURSUA T TO ECTION 2099-66 OF FAX: 305 388-4098 THE FLORIDA STATUTES. NE 104TH STREET 18.50' PAVEMENT THE SURVEY DEPICTED HERE IS 'ZOO'/Zo'Z NOT COVERED B Y PROFESSIONAL RLOS 75' RIGHT OF WAY sI PROFESSIONAL NO SURVEYOR CERTIFICATE No 3630 LIABILITY INSURANCE. STATE OF FLORIDA THE SURVEY SHOWN HEREON IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA SURVEYOR AND MAPPER w z w Q cM w z ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Z 10A 37 3�i3v A. Signature X B. Received by (Printed Name) ❑ Agent ❑ Addressee C. Date of Delivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type [Certified WHO ❑ Priority Mail Express'" ❑ Registered 5LRetum Receipt ferMer bamiies ❑ Insured Mail ❑ Collect on Delivery 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Aranferrcle fro. ml 7016 1370 0001 5883 8336 (Trans PS Form 3811, July 2013 Domestic Return Receipt UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 Miami Shores Village�"� Building Department 10050 NE 2 AVE Miami Shores, FL 33138 Permit# Fo LOO. e.R ..o1AVENUE A lORtd' 33138 i'voir N111%kif 7016 1370 0001 5883 8336 cow 0,A To: Current Owner 289 NE 104 Street Miami Shores, FI 333138 ;NIXIE US POSTAGE $ 06.569 First -Class Mailed From 33138 01/19/2018 032A 0061803107 331 CE 1 RETURN TO SENDER UNCLAIMED UNABLE TO FORWARD 2203/20/18 U N c pt:; jJ138L�OG y '� �lll,,.�l��l�lli��,l,,...l�lll,•�•�„1.,;,,,,�a��llili .�,,4.It, 201, e1XMIAM1.DADE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.iniamidiidg.gov/r)era/ 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 11100" Aluminum Out swing Doors w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W01-20, titled "Series 100 Alum Swing Door w/ Sidelites", sheets l through 6 of 6, prepareA by Al Farooq Corp., dated 01-24-02 last revised on FEB 22, 012, signed and sealed by Javad Ahmad, P,.. 'ng the Miami -Dade County Product Control Revision stamp with the Notice of Acceptan n`urrer expiration date by the Miami -Dade County Product Control Section. �( a MISa' CT TING: Large and Small Missile Impact Resistant Lim txee sign repure ratings Vs size & glass types per chart A or B in sheet 2, as applicable ��i Ea 11 bear a permanent label with the manufacturer's name or logo, city, state and series and foil w: �st� er�t. a i-Dade County Product Control Approved", unless otherwise noted herein. RE Wof thisA sh I be considered after a renewal application has been filed and there has been no chang 'II the �kQ_'iic%abll; building code negatively affecting the performance of this product. TERMIA� ION 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 & renews NOA # 07-0109.38 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Isihay J. 14'.;}:abda, P.E. NOA No 12-0305.03 MIAMt-DADECOUN7Y Expiration Date: April 12, 2013 IL Approval Date: April 26, 2012 �� / Page 1 ' 4 ruRC -C.:NERAL. C601- viq R- v CONTRAS - f DOCUMENTS. �P,CPONSIBt' S ASSUMED FOR-0- EC N' L,F DIME.iNSIVAS M= # /,F- 'J, 419H VIES L t..ii R JEOTO 't IESUBMO >—eutions or comments R c: Ark ' ► i0 ' di iwinys durt-9 'Ns reVv w da 'not, contr+auu, fvWT (-omptiance, with requiM-M �x of ti aw j,, V6 and �pecif=ticns- is ornjr ,j -t 'dw z)f the generaE G with th6 oes.gr% :o, kept of tne, Qenerr o,".piianee with the mfoev in t► . .�nlract documents. Tie ' ._�e. _ Msp^nsible b confirming / •+ ,ua• titles P-rd dimensio � 4,,e 104 ation yocesses and 4Q '+q %)nstructidn; coordinat. i' I 'iS ►' that if , jihpr trades artd tr y. Id satisfactory makes t Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections (transferred from file # 07-0109.08) 2. Drawing No.W01-20, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01-24-02 last revised on FEB 22, 012, signed and sealed by Javad Ahmad, P.E. A. B. TESTS (transferred from file # 08-041&02) Original test conducted per SFBC, PA 201, 202 & 203-94 now termed as FBC, TAS 201, 202 & 203-94 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 and TAS 202-94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing. Laboratory Inc, dated March 21, 2001 Test Report No.I (FTL-2811), signed and sealed by Antonio Acevedo, P.E and revised by addendum letter, issued by FTL, signed and sealed by Luis Figueredo, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/22/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.11 issued to Safe-glas L.L.C. for "SAF GLASS — polycarbonate interlayer", expiring on 12/16/12. 2. Notice of Acceptance No. 08-0709.04 issued to Nebula Glass International Inc dba Glasslam. for "Safety -Plus II Laminated Glass", expiring on 08/07/13. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/20/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 3. Statement letter dated April 17, 2012, issued by Fenestration Testing Lab (FTL) for upcoming test schedule, signed by Jose sanchez. G. OTHER 1. This.NOA revises & renews NOA # 07-0109.08, expiring on April 12, 2013. 2. One year conditional approval subjected to successful verification test. Tshaq I. Chanda, P.E. Product Control Examiner NOA No 12-0305.03 Expiration Date: April 12, 2013 Approval Date: April 26, 2012 E-1 8" MAX. HEAD/SILL CORNI SURFACE APPLIED FALSE MUNTINS MAY BE USED n W n: n o In 144" ---14" FRAME WIDTH 2 1/2" I 2 1/2" MX TYP3 ANCHORS READ. AD/SILL AT MTG. STILE \ -- LOCATION ------ ,I I 1 1'. 1 I II i II II II � II II II F � II II II II 1 II II --z- __-- --- --- ---�+=--- - -----1i1----- ----- ------ ---- ---- II 11 II II II II II II II II II � 11 II II 11 ylll II\ JJY 'll II II II II II n� „ n 24 3 J2 1/a" - (m D.L.OPGPG, 32 1/4' 34 11/16" 3" D.L. OPG. LEAF WIDTH ADOL ANCHOR READ. 71 3/4" AT DOORS WITH SIDELITES INUM SWING DOOR W JYPICAL ELEVATION ( XXOO ) TESTED UNIT APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. {THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER +.GADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4. rim ptiq RrVltlCD w wr�y{y Mldl Me FbiW► '"' Z ---°0�2b t 3 HEAT STREN'D GLASS 'SOLUTIA' T3/15" HEAT STREN'D GLASS GLASS TYPE 6" ANN. GLASS -•015" URETHANE ADHESIVE .070• INTERLAYER 'SAF-GLAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' r015" URETHANE ADHESIVE 1 r3/16" ANN. GLASS GLASS TYPE 'A' 6" HEAT STREN'D CLASS GLASS TYPE V N GLAZI ! • "'0.5� DOORS/SIDEUTES ARE RATED FOR LARGE MISSILE IMPACT. ��. 1. SAY AH R .' �qVL, SHUTTERS ARE NOT REQUIRED. FUl R� ioSe2 \ C. GLASS Iry 1Q � 3 drawing no. W01-20 CHART A (FOR X A: XX DOORS) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'A', V OR 'C' PANEL WIDTH FT./IN, ODOR HEIGHT F7./IN. EXT.(+) INT.(-) 2/6 3/0 6/8 62.0 61.0 62.0 81.0 2/6 3/0 8/0 62.0 81.0 62.0 81.0 FRAM (x) HEIGHTS: FRAME WIDTH NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT OAYLITE OPG. 6/8 79-7/8' 77-3/8" 67-5/8" 8/0 95-7/8' 93-3/8" 1 83-5/8" WIDTHS: NOMINAL MOTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. 2/6 (X) 31-1/2' 28-11/16" 18-15/16' 3/0 (X) 37-1/2' 34-11/16" 24-15/16" 5/0 (XX) 59-3/4" 28-11/16" 18-15/16 8/0 (XX) 71-3/4" 34-11/18" 24-15/16" ��A«1lIM Mw1am ftAft i NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 CHART H STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF MOTH (W) INCHES FRAME HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'E' k 'C' EXT. (+) INT. (-) EXT. (+) INT. (-) 32 33 34 35 36 7/0 62.0 81.0 62.0 81.0 62.0 78.3 62.0 81.0 62.0 69.8 62.0 81.0 62.0 66.5 62.0 81.0 62.0 03.1 82.0 61.0 32 33 34 35 36 8/0 62.0 81.0 81.0 62.0 78.3 _62.0 62.0 79.2 62.0 09.8 62.0 78.3 62.0 68.5 02.0 77.6 62.0 1 63A 62.0 78.5 \ \OF wwl / / / / wl w. wl / / \ ( Ox0 ) WIDTH (W) . W1 + W2 (FOR DOORS WITH SIOEUTES) 2 l� � �VJ DOOR WIDTH �. I I 4I W2 �� ( oxx ) ( xxo ) wi wo wl / / ( X00 ) ( o0X ) Aftu A WIDTH (W) Z d �a L6 �I %i Cf C)aQ0 (0) aa� ( oxx0 ) W1 W2 W1 ( XXO0 ) ( Ooxx ) n9h VAO//FHNAD m, 3538 92 : I 3 � z r S� O 1 � ` rs t drawing no. WO1-20 TYPICAL ANCHORS SEE ELEV. FOR SPACING-\ " Illy rYIOOD BUCK )AL ANCHORS I \ ELEV. FOR SPACING 28Y WOOD OR / MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARAT&,NOA 18 r$ 1 314$ a O � � 's \JTi O 5 \Gi \�Ji \v� 3 17 TYPICAL ANCHORS 18 X 1- FH SIRS TYPICAL ANCHORS 5 18 j j 24 SEE ELEV. FOR SPACING AT 8" D.C. SEE ELLV. FOR SPAGNC 2 18 WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM 18 X 1" FH SMS I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AT 6' 0.. i AND TRANSFER THEM TO THE BUILDING STRUCTURE. `i 25 3 j TYPICAL ANCHORS: SEE ELEV, FOR SPACING ! 1 A" OIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fya155 KSI) 18 i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN, PENETRATION INTO WOOD it THRU iBY BUCKS INTO CONC. OR MASONRY i 1-1/4" MIN, EMBED INTO CONC. OR MASONRY ! DIRECTLY INTO CONC. OR MASONRY 1-1 /4' MIN, EMBED INTO CONC. OR MASONRY ° a " 0 w i 0 ! ! w , f 14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) c a F INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ! ! W ! ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) W i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) i i i I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN, THK.. 1/8") 25 t6 ! (NO SHIM SPACE) ii i TYPICAL EDGE DISTANCE 15 3 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ! INTO WOOD STRUCTURE - 1" MIN. #8 X I' FH SMS INTO METAL STRUCTURE a 5/8" MIN. AT 6`0. 19 © 2 O 25 ! 24 CONCRETE AT HEAD, SILL OR JAMBS Pc 3000 PSI MIN. C-90 HOLLOW/FILLEO BLOCK AT JAMBS Pm - 2000 PSI MIN. 4 i #8 X I" FH SMS 3 i i 17 5 AT 8` .C. SEALANTS FRAME AND LEAF CORNERS INSTALLATION SCREWS AT SILL AND ALL 1 Y I METAL PARTS CONNECTIONS• Sf;A{.CD WITH CLEAR COLORED SEALANT. NON METALLIC GROUT 3 KSI MIN. :AL ANCHORS ELEV. FOR SPACING me4vaymm �wa Ike raft. ="T SPACING f& 41170592 V, � � Z FF n O Z FW 90 h ag�4 06Q0 0� j z Q Z. q F q •� c drowing no. W01-20 TYPICAL ANCHORS ^� to SEE ELEV. FOR SPACING I � O FLUSH BOLT OPERATOR F FLUSH BOLT OPERATOR © g O T ON ACTIVE LEAF (CONCEALED)LEAF ACTIVE LEAF INACTIVE LEAF 8 3 7 24 ao Q h 17 9 17 19 (i m 20 g f9 ILL -- olout. aNgW�o LA • �• 11 fO 5 � Qt*u�£ 14 5 D.L. OPC. pB X 1" FH SMS All AT 11" O.C. LEAF WIDTH EXTERIOR 1/4MAX DOOR WIDTH o xi 2i 3 _ SHIM TYP 1BY WOOD BUCK O w �p�,� I/4' MAX. 0 SHIM SPACE pnMxM TYPICAL ANCHORS SEE ELEV. FOR SPACING n o 1/4" MAX. 1/4" MAX. SHIM SPACE SHIM SPACE 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 g y� !'Itlplki� Von O.L. OPG. F f 00 b SIDEUTE WIDTH g METAL STRUCTURE I'b 'D3 EWR .._.. .._.._.. ._.._.. .. 3 #8 X V FH SMS i6 m _.._.._.._.. _. ._._.. O� AT 8" O.C. p vi W TYPICAL ANCHORS SEE ELEV. FOR SPACING I - ]- - EXTERIOR EXTERIOR ,1,.i''� MAD D.L. OPC. Eno: -VV(D.' ilp 70S62 Sy 0 , b LEAF WIDTHjj DOOR WIDTH 1 drawing no. ' sheet 4of 6 �'t' P FRAME HEAD/JAMB 6594-y I3 A62 TYP. WEATHERSTRIP ADAPTER .070 TYP. 4.000 Lw TOP/BOTTOM RAIL r— 2.177—y L I35 .500 .062 TYP.�i 4.000 THRESHOLD 1.8271 .718 I .625 r—I-1.371—� SIDE LITE GLAZING BEAD A78 TYP. 1.750 3.999 HINGE STILE .548, '' .203 65 .272�-7 GLAZING VINYL (SCALE 1:1) .326 062 .726 .334 � IJ -�I 1.038 GLASS STOP 1.464 1,214 T-- 250 .973 L I,. F--.499 .466 GLAZING ADAPTER (DOOR) r-6373 1.985 ( 37`3 1.000 T— _ i L_ 44j70 I--1.823—I GLAZING ADAPTER .250 .844 L_I h-1.547 ASSEMBLY STIFFENER 2.093 .062 TYP 1 L63LI I� M — 4.156 +I SIDE LITE JAMB r.078 TYP, 1. I50 0 Lm 1 E4:6:971- LOCK STILE j--2.125 L b93 .125 FH SELF DRILLING SCREWS 3 PIECE HINGE ITEM / PART ill READ. DESCRIPTION MATERIAL MANP./SUPPWER/REMARKS 1 SW-28899 3/000R FRAME HEAD/JAMB 6063-76 - 2 SW-28900 2/LEAF DOOR TOP/BOTTOM RAIL 6061-76 - 3 SW-28904 AS REOD, WEATHERSTRIP ADAPTER 5063-76 - 4 SW-28898 I/DOOR THRESHOLD 0063-76 - 6 SW-28896 1/LEAF HINGE STILE 6063-76 - 7 SW-28901 1/LEAF LOCK STILE 6053-16 - 8 SW-28897 AS REDD. SIDELITE JAMB 6063-16 - 9 SW-28903 1/CORNER ASSEMBLY STIFFENER 6063-76 - 10 SW-29244 3/LEAF HINGE DOOR PORTION 5063-76 - 11 SW-29245 3/LEAF HINGE FRAME PORTION 6063-76 - 12 - 2/LEAF 3/8" X 16 X 32" LONG THREADED ROD STEEL - 13 - 2/LEAF 3/8" X 16 NUT - - 14 - I/HINGE 5/16' X 6' ROD STEEL PLATED STEEL 15 - 8/LEAF 1/4' SETTING BLOCK NYLON - 16 - AS REOD. GLAZING VINYL VINYL - 17 PW-101 AS REDD. BULB WEATHERSTRIPPING VINYL - 18 PS-8400 AS REDD. PILE WEATHERSTRIPPING - SCHLEGEL 19 SILICONE PLUS - SILICONE DOW CORNING 20 5025 AS REDD. FLUSH BOLTS DELTA IND. 21 CP-B111 - ENTRY LOCKSET TACO OR WESTLACK 22 f8X3/4" PHSMS AS REDD. ASSEMBLY SCREWS AT ALL FRAME JOINTS 23 DOR-018 AS REDD. GLAZING ADAPTER (DOOR) 5063-TS - 24 OOR-017 AS REDD. GLAZING ADAPTER (SIDELITE) 6063-TO - 25 DOR-019 AS REDD. GLASS STOP 6053-T6 - LOCKS; STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7-1/2" LONG WITH 5/16" PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10" FROM TOP & BOTTOM AND ONE AT MIDSPAN Cngc (JA,C�AHNAD \' ,FLA1 PE 1-705k U;=WMA 06 RalAr. Ol— RNlyd-1 fm I coy„" drowing no. W01-20 N O 0 8 IL ao 0 � a 0 0.'8 ,2 3 � o: Z 0 QWW n M FRAME TOP CORNER n M Y / 8 i 00 DOOR LEAF CORNER a FRAME BOTTOM CORNER Y49pUt'� NCYWJiD � ° =� on wM M Rorie, m u wk' hC� '0592" n drowing no. 01 I ` sheet 6 of g MIAMDADE MIAMI-DADE COUNTY e 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) www.miamldade.¢uv/t)era Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 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: Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03-36, titled "Alum. Outswing Casement Window (L.M.I.)", sheets 1 through 6 of 6, dated 05/28/03, with revision C dated 03/28/12, prepared by AI-Farooq, Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION; A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 08-0604.01 and consists of this page I 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. 12-0514.15 MlArtr•Qape CouNrir Expiration Date: September 18, 2013 m t, Approval Date: August 02, 2012 y/2�1rr2 l��b Page 1 "UR "tNEAAL CC-jfj4pLfA ViT I-C CON TRAL-'-T� DocumeNTS. ',ESPONS113i' AS8UME) go 'ORRECTN' IMENvoys 5 �TA EV16�t zL OEVI,�E ANIJ IESUBMY� '-'-eLJIons or comma Hj� dilwlr)Lj; dur�h;s I (, t t1 M[1vt if- conwiL-, „rre0mDdancef tenth ?bjv %A % Of ti 4.and zpecific- i IS 0111Y 'i with dw' of the generaf.6 -S-911 -onxept of tr? I Peners c_,,-,')jjarf 13, e with the 1r, 6 -,)n,ract dc.,cuments. resP"nsible 0 Confirming and wua- tit -es Old dim ensj�'AW".' Fabrication )-oceSse8 91% :`u-nstructio,-,- 06ordinalli,q ;,f -if " -" is, % Ar th rher trades drid QE.' ;r -'G Satisfactory 'mGSr-)qv:' L IV.8' 4t Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-36, Sheets 1 through 6 of 6, titled "Alum. Outswing Casement Window (L.M.I.)", dated 05/28/03, with revision C dated 03/28/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-03-1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-02-1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) 3. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-02-1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-02-1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) Manuel PVA P.E. Product Control xa iner NOA No.1 - 514.15 Expiration Date: September 18, 2013 Approval Date: August 02, 2012 E-1 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infidtration 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-02-1235 dated 7/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-061Z 04 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 03/27/12, signed and sealed by Javad Ahmad, P.E. 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. 08-0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13. 2. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated March 27, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 08-0604.01, issued to Florida Window Systems, Corp. for their "Outswing Aluminum Casement Window — L.M.1.", approved on 10/02/08 and expiring on 09/18/13. Manuel ere , P.E. Product ControIXxdininer NOA No. 12-0514.15 Expiration Date: September 18, 2013 Approval Date: August 02, 2012 E-2 m ADDL. ANCHOR AS READ. I ANCHOR REDD. 13 1/2' MAX. 5" MAX. SEE CHART ON SHEET 2 AT EACH SIDE OF IMPOST HEAD/SILL HEAD/SILL FOR CAPACITY CORNERS 3' B' 13 1/2" SURFACE APPLIED MAX. 5" MAX. FALSE MUNTINS A / HEAD HEAD/SILL OPT*NAL } SILL CORNERS I IL 30 15/16' O.L. OPC. 35 7/8" VENT WIDTH 37" WINDOW WIDTH SINGLE VENT WOW. SILICONE DOW CORNING 995 GE 4000 ANN. CLASS 130" INTERLAYER SAFETY —PLUS II BY 'GLASSLAM' 1/8" ANN. CLASS SILICONE �DOW CORNING 995 GE 4000 / E \ SJH� it \ B LD, 30 15/16" 5/16" D.L.OPG. L.OPG, 35 7/8" SILICONE TREMCO TREMGLAZE S-500 1/8' ANN. CLASS .090" INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 1/8' ANN. CLASS I SILICONE !� l TREMCO TREMGLAZE S-500 .c. muin "", wiu'm )4" WINDOW WIDTH—~ DUAL VENT WDW. SILICONE —DOW CORNING 995 GE 4000 1/8' HEAT STREN'D. CLASS .130' INTERLAYER SAFETY —PLUS II BY 'GLASSLAM' 1/8" HEAT STI N'D. GLASS I r SILICON GDOW E 4000NING 995 GLASS TYPE 'A2' GLASS TYPE 'Ell GLAZING OPTIONS (L tJ: .J.. U a THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. 2� yl A SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING CASEMENT WINDOW w 30 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER s �+ M CHARTS SHOWN ON SHEET 2. z z r- ; $ APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. 0 O ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING n MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE C REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). c: R WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER R LOADS TO THE STRUCTURE. t ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS v EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. m $ _ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4. Q Engn JAVAD AHMAD PRODUCT RBVISSD 4 FLA. P L as complying with the Florida �53838 cod- C C.A.N. noildiug cceptanca No 12- 5 . 5 $' Lxpimtioa Date 06 > Y APR 16 201 ai"ft&rt drawing no. W03-36 sheet 1 of 6 () ■ NO. OF ANCHORS PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ro4,u Z e�a i4 Q,' 0 (% C co 0�Q0 0°5B� Q W3LL Q 1144 n 3 a O V v p�j O J 8 v Q NVy Z !Y n Z Il y o o �nW2 a e U Q 4 N1 m z g �, 0 owEp c�t3 a�8� 11 O ■ NO. OF ANCHORS PER JAMB En4r:JAC0�AH11AD FLA. PE (I 7Os92 C.A.N. sae JR * LOADS WITH VODUCTRwi��Pw� � Dalldlum�e i!x 1 6 20 rk'if ADDL. ANCHOR AT IMPOST PIco 15 're11oB Date 440NedwwCon °c m _ n 9 drawing no. W03-36 sheet Q of 6 DESIGN LOAD CAPACITY -PSF FOR (X) SIZES WINDOW DIME. CLA.S3 TYPES 'Al' k 'A2' GLASS TYPE '8!' WIDTH HEIGHT EXT. (+) iN/. (-) EXT. (+) 1NT. (-) 19-1/8" 28-1/2' 37" Z8' (3) 55.0 55.0 75.0 80.0 SS.O 55,0 75.0 80.0 55.0 55.0 75.0 80.0 19-1/8" 28-1/2" 37" 38-3/8' (4) 55.0 55.0 75.0 80.0 S5.0 55,0 75.0 80,0 55.0 55,0 75.0 80.0 19-1/8" 26-1/2" 37" SO-S/e' (S) 55.0 55.0 75.0 a0.0 55.0 55.0 75,0 B0,0 55.0 SS.O 73,0 80.0 19-1/B' 28-I/2" gJ' {5,5 45,5 75.0 80.0 31.0 JI.O 75.0 80.0 19-I/8" 74-1/1" 27.9 27.5 75.0 80.0 18' 24" 30" 38' 24, (J) S5.0 55.0 75.0 80,0 55.0 55.0 75.0 80.0 SS.o 55,0 75.0 80.0 S5.0 55.0 75.0 80.0 18" 24' JO' 38' yfi, (3) 55.0 55.0 75,0 80.0 55.0 55.0 75.0 B0,0 95.0 SS.O 75.0 80,0 95,0 SS.O 75.0 Bo.O 18" 24' 30 se^ �" (4) 55.0 55.0 75,0 80.0 55.0 SS.O 75,0 80,0 59,0 SS,O 75.0 80.0 ss.o ss,o 7s.o eD.o Ia.. 24' X. 38" 60, (g) ss.o ss.o 75.o eo.o 43.2 45,2 73.0 80.0 J5.9 JS.9 75.0 80.0 - - 75.0 90.0 iB" 24" 30" �6) J2.0 32.0 75.0 80.0 Z4.5 24.5 75.0 80.0 - - fi6.0 66,0 DESIGN LOAD CAPACITY -PSF FOR (XX) SIZES WINDOW DIMS. UNREINFOACED CENTER POST REINFORCED CENTER POST CLASS TYPES 'Al' k 'A2' GLASS TYPE 'ef' GLASS TYPE 'BI' WIDTH HEIGHT EXT, (+) iNT, (-) EXT. (+J 1NT. (-) EXT. (+) INT. (-) 26-1/2' 37" 53-1/8" 74' Y6• (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 SS,O 75,0 90.0 75.0 80.0 55.0 55,0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 90.0 75.0 80.0 26-1/2' 37' 55-I/B' 74' 38-3/8° (}) 55,0 SS.O 75.0 80.0 75,0 80.0 55,0 SS.O 75.0 80.0 75.0 80.0 55.0 5g,0 75.0 80.0 75.0 80.0 SS.O SS,O 75.0 80.0 75.0 80.0 26-1/2' 37" SJ-1/6" 74' 50-5/8' (5) S5.0 55.0 75.0 80.0 75.0 80.0 S5.0 55.0 75.0 80.0 75.0 80.0 SS.O 55,0 75.0 80.0 75.0 80.0 55.0 SS,O 85J 85.7 75.0 80.0 28-1/Z" 37' 53-1/8" 74' 63• (S) 55,0 SS,O 75.0 80.0 75,0 80.0 47.0 47,0 75.0 80.0 75.0 80.0 54.0 34A 88,4 88.4 75.0 80.0 - - 52.8 S2.B 85.8 BS,B 75.0 60.0 26-I/2' J7• SJ-1/8" + 74-b/4. (8) J9,Z y9.2 75.0 79.0 75.0 80.0 za.4 zB.d 57.z sz2 7s.o eo.o - - 40.9 40.D 66.7 88.7 24' JB' 48' 60" 72' 2'F" (y) SS.O SS.O 75,0 80.0 75.0 80.0 S5.0 55.0 75.0 80.0 75,0 80.0 SS,O 55.0 75.0 80.0 75.0 80.0 55,0 55.0 75.0 80.0 75.0 80.0 55,0 SS,O 75.0 80.0 75.0 80.0 24' 3e' 48 60' 7Z' 3�" () SS.O 55,0 75.0 80.0 75.0 80.0 ss.a s5A 7s.o eo.o 7s.o eo.o 55,0 55.0 75.0 80,0 75.0 80.0 55A 55.0 75.0 80.0 75.0 80.0 SS.O Sg.O 75.0 BD.O 75.0 80.0 24' 38 48 80' 72' 4B" (4) 55.0 55.0 75A 80.0 75.0 B0.0 S5.0 55.0 75.0 B0,0 75.0 80.0 55.0 55.0 79.0 BD.O 75.0 80.0 55.0 55.0 75.0 BD.O 75.0 80.0 55.0 55.0 71.2 71.2 75,0 B0.0 24' 36' 48` 80' 80" (S) SS.O 55.0 75.0 BD.O 75.0 90.0 55.0 55.0 75.0 80.0 75,0 80.0 43.2 45.2 75.0 80.0 79.0 80.0 35.9 35.9 88.4 68.4 75.0 80.0 72' - - 57.0 57,0 71.8 11.8 75.0 80.0 24' 38" 48 72• (g) 47.4 47.4 75,0 80.0 75.0 80.0 J2.0 32,0 64,5 64,5 75,0 80.0 24S 24.5 I9.J 49.3 75,0 75.2 75.0 80.0 60" I - - 40,5 40.5 6J.3 BJ.J 88,0 88.0 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL SEE ELEV. FOR ISMULLEERAYI-DAECOUNTY APPROVE E�RA MULLION ANCHORS D TYPICAL ANCHORS J SEE ELEV, FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV, FOR SPACING 1/4" DIA, TAPCON BY 'ITW(Fua120 KSI, Fy<92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN, EMBED INTO CONC. OR MASONRY !16" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy v 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) EL E N .. U cl w w U a� U. BW�o r7 N Z 3nnm p z�� 2 000 EL F um, #10 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. .090") (NO SHIM.SPACE) o TYPICAL EDGE DISTANCE R INTO CONCRETE AND MASONRY 1-1/4° MIN. u INTO WOOD STRUCTURE = 3/4" MIN. "u i a INTO METAL STRUCTURE = 3/4" MIN. 3 CONCRETE AT HEAD, SILL OR JAMBS Vc ■ 3000 PSI MIN. C-90 HOLLOW/ FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. m ° c a C < m u Engr: JAVAO AHMAD PRODUCT REVISED ALA TS; FLA PEmL705R2 ascanPlyml;wilhlheFlatlde C.A.N. BuildinZCode i. 4.15 ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS AoapimcgNo SEALED WITH CLEAR/ALUMINUM COLORED SEALANT, irotn"0 g ,y AP 012 Miem a&Prodmx drowing no. W03-36 sheet 3of 6 �4.mu M I O ; 3/16" MAX. O O � SHIM 1/2" X 5/8" X 2" LONG O 1/4„ MAX TYPICAL ANCHORS i ALUM BARS, 2/ VENT MIAMI-DADE COUNTY AT 6" FROM TOP k BOTTOM 10 SHIM APPR,D MULLION SEE ELEV. FOR SPACING d i TYPICAL ANCHORS FASTENED W/ (2) (8 X 1" FH SMS 1� SEE SEPARATE NOA O 8 SEE ELEV. 1 D 'WOOD BUCKS a FOR SPACING T 11 Q o ... c7 a (- - - - - - - - SCREEN OPT. ---- • w 8 . TYPICAL ANCHORS EXTERIOR ° .. SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH METAL 2 4 a STRUCTURE O.L. OPG. J a VENT WIDTH v V 0 o N WINDOW WIDTH Z SINGLE VENT WINDOWS w .. LJ 9 C 4 COS R STEEL REINFORCING L7 Z M SEE SHEET 2 FOR CAPACITIES Z 1/4° SHIM (STEEL TO BE PAINTED WITH A NEAW BODIED Ci MAX. OC 1/2" X 5/8" X 2" LONG O BINMINOUS PAINT OR BE GALVANIZED) Q 3 ALUM BARS, 2/ VENT 0 AT 6" FROM TOP do BOTTOM 10 1/4" MAX. OIL BY WOOD BUC FASTENED W/ (2) %8 X 1" FH SMS SHNIS 0 0I n 25 WO STRUCT E it 15 1 3 14 TYPICAL ANCHORS -------- SCREEN OPT.---- SEE ELEV. FOR SPACING TYPICAL ANCHORS 6 SEE ELEV. O.L.OPC. D.L. OPC, SEE EUEVJ FOR SPACING 2 4 VENT WIDTH d- YENT WIDTH H O EXTERIOR o < m o WINDOW WIDTH DUAL VENT WINDOWS Epgl:3tl AMAD PRODUCT REVISED "1 0 CPAL .3 comp)yiq with the Florida ilA. PE 170592 30I agCOde C.A.N,13538 Accepteticq'No (�'OS 4 16 , I !on Da0 19 g } CfAPR r10i AdePrOdDct drowing no. fl W03-36 sheet 40' 8 2.129 u n W 1.218 0 F E' 2.000 a �—� 2.313 a u 1.995 997 0 a u 0 M 0 g �QO FRAME 0 "T p1'0 IA62 .679 J aa�f � .062 .827 1.781 .392 I ry ,500 vV N ,6+8 I z W -I .897 Q VW 3wD VENT Li 00 � M n L� Z Z § -1 W �1.438—�{ 5 Qp Z} h 6202 I O R O 0) O %3 R .Ofi2 2,129 621 �L430 c 4.000 IS u 4.626 i IMPOST gu e� .� o Ila • 830 j" .090 I 130 I� Engr, JAVAp 1FIIAaD PRODUCT R13VISED o �— CIVIL as camplyina with the Fh ida 75+ de O90 1,900 1.720 Ft c.A.N 15m �eppurm,Buildihg�No 1 -0 4 15 1 3 irmionDate 1g --! .749 BY Mi OadoProdo drawing no. 'APR W03-36 REINFORCING CHANNEL GLAZING BEAD 36 KSI STEEL Sheel $of 6 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS I FWS-009 4 FRAME e08J-i8 - 2 fWS-Ott 4 VENT 6083-T6 - J fW5-010 1 CENTER POST 6063-TB - 4 FWG-008 AS REOD. GLAZING BEAD 8063-TS - 6 - AS RE00. FRAME ASSEMBLY SCREWS ST. STEEL �10 X J/4' PH toMS 8 - AS REl>D. VENT ASSEMBLY SCREWS ST. STEEL j10 % f-1/2" PH SMS 7 C102 AS RE00. FRAME WEATHERSTRIPPNC (.078 X .J00) VINYL ULTRAFAB E E2a6 AS REOD. VENT WEATHERSTRIPPING (.187 % .350) VINYL ULTRAFAB 3 ,12,00,100 2/ VENT 4 BM HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) /8 X J/8" SS SMS 10 30066 2/ VENT LEVER TYPE FACE MOUNT TACK STEEL TRUTH, AT 1Z" FROM TOP AND BOTTOM 11 21087 2/ VENT LOCK KEEPERS, AT FRAME JAMB FACING LOCK STEEL ATTACHED W/ (2) %10 X J/8" SS SMS 12 40068 1 ROTO OPERATOR STEEL TRUTH, ATTACHED W/ (4) �8 X 3/8" SS SMS .057 THICK CORNER KEY ST. STEEL 1-1/Z" X 1-1/2" X 1/2" 14 LOCK INSTALLATION SCREWS - %1Z X I/Y PH SMS 16 - AS REOD. CENTER POST REINFORCING STEEL - e Z / O J QIWIIIQ O � � � / II I C&ao L6ZIA-- �I Wf CORNER KEY ' ALUMINUM r 3 U � 4 I CORNER KEY ALUMINUM I N i FRAME CORNER fffnnn ,� �W r0 U Q ~ r� R z Z�nm ALL FRAME AND VENT CORNERS TO BE x SEALED WITH WHITE/ALUM COLORED SEALANT. W lL n O 13 og W 8 `u F / 2� IMPOST CORNER �{ [ ado 2 err: JAvv;i mm PRODUCE REVISEDCIVIL � •° &A OE 1 70582 us complyirig whh the Florldo C.A.N.3538 EuildingCode Aueptanoe..Nv Q 05 15 y $ iralionDate 13 $ + VENT CORNEg 2O1Z A M drawing DadeProdact no. W03-36 sheet 6 of g �J v M AM 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) www.iiiiaini(la(le.gov/j)era Doralum Corporation T 7040 NW 771° Terrace Miami, FL 33166 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 "100" Aluminum Storefront System - L.M.I. APPROVAL DOCUMENT: Drawing No. W02-92, titled "Series-100 Aluminum Fixed Lites (L.M.I.)", sheets 1 through 4 of 4, dated 10/09/02, with revision B dated 02/24/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the. request of the Building Official. This NOA revises NOA # 07-1130.04 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._RqONO_ MIA NDADECOUNTY NOA No. 12-0305.04 EF • • 5,Mug Expiration Date: April 03,1013 (1 j'�� ft: ! Approval Date: May 10, 2012 l 1 Page 1 i '*iTiVCONTRAC;Tf DOCUMENTS. ,,iESPONS1Bi' IS "'ASSUME-0 F FOR %0 ECTN` f'F CajMEN$j0' S r,40r v�AILIS 'llbonRIEVIEVVZL, -T 'EVIZE-ANO L "' T iESUBMIr {ao . ,o-,: ettlons or-c6mtrtent Y'?4t. .yA ; c di :!winq5 dumg I h.is revue r a ; ftt c,contrat,-t_ 1161r- , 60motiance wi h "rtv_m,�, . (,Of ti -arid �pecificatic s. i!s orlry ., -t^-p;bw.of the genergifd o ith ;.this a gin -- crNcept 'of zti'fe` 0��Qi'ianre with Ifte iMf r'esP'wwble 31 ConfiPlfVtt aua,tit`es �l;i.f!t�ii�:, abricatiot) 41ro datt%i t�6nstructid n coor(rfR ,%V 'U that nf' - Tither trades dw Aw{"" . w '*W. T Id satisfacw yF rnumm A y F�ti,c:cr s -� Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02-92, titled "Series-100 Aluminum Fixed Lites (L.M.I.)", sheets 1 through 4 of 4, dated 10/09/02, with -revision B dated 02/24/12, prepared by Al-Farooq. Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an out swinging storefront doors with sidelites (XXOO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2811, dated 03/21/01, signed and sealed by Antonio Acevedo, P.E. (Submitted under previous NOA # 02-112L 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, dated 02/28/08, revised and updated on 02/22/12 to comply with FBC-2010, prepared by Al-Farooq Corporation signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA#07-1130.04) 2. Glazing complies with ASTM El300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice _of Acceptance No. 07-1116.11 issued to Saf-Glas, LLC for their "SAF-GLAS Polycarbonate Laminate", dated 12/27/07, expiring on 12/16/12. 2. Notice of Acceptance No.11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16 3. Notice of Acceptance No. 08-0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus 11 Laminated Glass" dated 09/11/08, expiring on 08/07/13. Manuel Pepepf.E. Product Control E iner NOA No. 12-0305.04 Expiration Date: April 03, 2013 Approval Date: May 10, 2012 E-1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 23, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 07-1130.04, issued to Doralum Corporation for their Series 100 Aluminum Storefront System — L.M.I., approved on 05/08/08 and expiring on 04/08/13. Manuel cr, R . Product Control xamin r NOA No. 12- . 4 Expiration Date: April 03, 2013 Approval Date: May 10, 2012 E-2 9 DESIGN LOAD CAPACITY - PsF AVERAGE WIDTH INCHES CL TO CL FRAME HEIGHT INCHES GLASS TYPE 'A' ANCHOR TYPE 'A' ANCHOR TYPE '8'k'C' EXL(+) MIT,(-) EXT.(+) MT,(-) CLASS TYPE 'B' d: 'C' ANCHOR TYPE 'A' ANCHOR TYPE '8'&V EXT,(+) INT.(-) EXT.(+) INT.(-) 24 30 36 42 48 72 62.0 81.0 62.0 81.0 62.0 81.0 62.0 81.0 62.0 81.0 62.0 81.0 62.0 81.0 62.0 81.0 62.0 81.0 62.0 81.0 62.0 81.0 62.0 81.0 62.0 77.7 62.0 81.0 52.0 77.7 52.0 81.0 62.0 72.3 62.0 78.1 62.0 72.3 62,0 81,0 24 30 36 42 78 62.0 81.0 62.0 61.0 62,0 81.0 62.0 81.0 82.0 81.0 62.0 81.0 62.0 81.0 62.0 81.0 82.0 77.1 62.0 81.0 62.0 77.1 62.0 81.0 62.0 69.5 62.0 80.2 62.0 69.5 62.0 81.D 24 30 36 42 80 02.0 BLD 62.0 81.0 52.0 81.0 62.0 81.0 62.0 81.0 62.0 81.0 62.0 81.0 62.0 81,0 62.0 74.0 62.0 81.0 62.0 74.6 $2.0 81.0 62.0 07.2 62.0 73.5 $2.0 67.2 62.0 81.0 24 30 36 64 62.0 $1.0 62.0 81,0 82.0 81.0 62.0 81.0 $2.0 80.4 62.0 81.0 62.0 80.4 62.0 81.0 62.0 7-0.1 62.0 81.0 62.0 70.1 62.0 81.0 24 30 36 90 62.0 81.0 62.0 a1.0 62.0 81.0 62.0 81.D 62.0 74.0 02.0 81.0 62.0 74.0 62.0 81.0 62.0 64.2 62.0 81.0 82.0 64.2 62.0 81.0 24 30 38 95-3/4 62.0 81.0 82.0 81.0 62.0 81.0 62.0 81.0 62.0 68.7 82.0 81.0 62.0 08.7 62.0 81.0 59.5 59.5 62.0 76.5 59.5 59.5 62.0 76.5 IN WI W2 W7 E E D D AVERAGE WIDTH = WI + W2 2 APPROVED CONFIGURATIONS Ilium NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SINGLE OR DOUBLE LEAF DOOR SERIES-100 BY DORALUM SEE SEPARATE NOA FOR ANCHORS 'A' OR 'C' 144" 14" 2 1/2' 2 1/2' 12 trI AT I \ 1 OR 2 ANCHORS SEE TYR ANCHORS AT SHEET 2� FOR ANCHORS pl ---- ___'._= - II jl I II II IZ --- \II I I I I i%i II I II � II i j� i�i ---n- - _- __--L __III I \,11I III II 1 II/ I I II\ II I 1�I II 7/18° I VERALL II II II iI i Ii LAM,jZSS 11 II II \ II I II / 11 u--------------- 32 1/4' -trF` 32 1/4° �OR 2 ANCHORS SEE TYP, ANCHORS SERIES-100 ALUMINUM FIXED LITES TYPICAL ELEVATION AT SHEET 2 DESIGN LOAD RATING FOR THESE LITES TO BE AS PER ( XX00 ) CHARTS SHOWN ABOVE. TESTED UNIT APPROVAL APPLIES TO SINGLE OR MULTIPLE FIXED LITES, ALSO COMBINATION OF FIXED LITES WITH SERIES-100 ALUMINUM OUT SWING DOORS CARRYING THEIR OWN NOA. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIOA BLDG. CODL SECTION 2003.8,4. 4"V ro Max. 0 j+ w Q N SURFACE APPLIED ♦Y 0 Q FALSE MUNTINS d L° MAY BE USED 0 0 0 D as � IXEO 'ITa ARk WED FOR LARGE MISSILE IMPACT. HlyTTEARE' NOT REQ)I[RED. E~ipr; JAVAD AH►IAD; kODUCFRBVISBD pCll� I ai complying wll6lho FW& ` ,AH 5si3e�2 :I .3WditCode 12'030�a� 1 hise{neooe No , .i3y C 'n c drawing no. W02-92 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY e WOOD BUCK 41. :a I ' NON METALLIC GROUT " TYPICAL ANCHORS 3 KSI MIN. SEE ELEV. FOR SPACING 28Y WOOD TYPICAL ANCHORS OR SEE ELEV. FOR SPACING 00D(R MIAMI—DAOE COUNTY APPROVED MULLION dt MULLION ANCHORS SEE SEPARATFA NOA .� 1 `TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— I JA" ULTRACON BY 'ELCO(1) ANCHOR AT EACH SIDE OF MULLION INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN, PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO GONG. OR MASONRY TYPE 'B'- 1/4" ULTRACON BY 'ELC0 (2) ANCHORS AT EACH SIDE OF MULLION INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO GONG. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/4" ULTRACON BY 'ELCO' (1) ANCHOR AT EACH SIDE OF MULLION DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 014 SMS OR SELF DRILLING SCREWS (1) ANCHOR AT EACH SIDE OF MULLION INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ', I•, , ANCHOR EDGE DISTANCES �yT INTO CONCRETE AND MASONRY = 2-1 2" MIN, TIP I" / 4l 'PE 170192 INTO WOOD STRUCTURE 1" MIN. G.A,.N;JOI INTO METAL STRUCTURE - 5/8" MIN. •, 1 SEALANTS: WI FRAME CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH CLEAR COLORED SEALANT. PRODUCT RBVISBD II x cowplyiq with the PhAQt Diming Code coeIII No 2• L ab M k rR10n � i .may ct drowing no. W02-92 Z T I D cn DtNa N 4 m ;o N V1 1 aI o II — EXTERIOR � L� rn CA m O K � c A :0 m a m 1/2- MIN. 7YP, n rnD" g m ca z GLASS ERE N m EXTERIOR 9 - cn z Z m N A � CO � G A N 1/2- MIN_ GLASS WE � cy> N EXTERIOR vi CA! O x "j c S _ 1/2- MIN_ TYP_ GLASS SITE c _ N 2 my9s� C Z _ . 4 _ (J CAN Z .p � '� A]J-T An fTl �I G u m m Z N N 1 P D r _ m 0, OD V OI � ie to � 1 I A N N til \ In Tii to Pii � A O '• O p O 0 A A z, o � I IP'.. A Z I l y l l l l l iC Z o L � z � cZi C � A x �c n data: 10-09-02 no �a a escn Ion SERIES-100 ALUMINUM FIXED UTES (L.M.I.) AL-FAROOQ CORPORATION a 0 .eo1F 3/8- - 1- A 0738 uroATm Fm 2oo4 FW DORALUM CORPORATION EN3a--EW 67 PRODUCT DEVELOPMENT 1235 S.W. 87 AVE N e ozs4.tz uroAlcn To zoto r8c C I � 7040 N.W. 77 TERRACE MIAMI. FLORIDA 33174 r MIAMI. FL 33166 7a T30e126483AM FAX CZ05) 2e26978 N o c y ITEL- (WS) 8E4-3922 FAX (305) 884-1464 COMP-ANL\W02-92DAC MIAMI•DADE MIAMI-DADE COUNTY KAWAUM 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) www.miamidade. 2L/ er Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 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 "100" Aluminum Out swing Doors w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W01-20, titled "Series 100 Alum Swing Door w/ Sidelites", sheets l through 6 of 6, prepared by Al Farooq Corp., dated 01-24-02 last revised on FEB 22, 012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: See Design Pressure ratings Vs size & glass types per chart A or B in sheet 2, as applicable LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 & renews NOA # 07-0109.08 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Tsbeq I. Chanda., P.E. COUNTY J NOA No 12-0305.03 MIAMI•DADE � Expiration Date: April 12, 2013 Approval Date: April 26, 2012 N`�� Page I NiR a Wirt POND ,: Dime '`.ERR - iN` �F C 4r. �ES�B'M'`� �� s�►o� .,.--euaons or cofr►m $`_� dcr rto� tQlie� ,wire � dtar""`q 'tits anc wfith (�t4r-1' 40 OMP GGtltrt�t,"tr�wd; �, and :pecifir,tic� s• of tl -� `w �f the gerrera� i` t a o71cep Of t►�e With withthe rto� gener►+'"��►ia acuments• Tie ` �r� tF ,,uri,ract tensible `or Confirming �t r , �e,�? rasp ties a , d dim ,, s �1�rtii�` ti- 3abric ition rocesse5 Ctld'+� Goordina�" �� Art -vistni drid i►��L �f ^ .,char trades �d satlsfa�o� d'e,V �p • a Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections (transferred from file # 07-0109.08) 2. Drawing No.W01-20, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01-24-02 last revised on FEB 22, 012, signed and sealed by Javad Ahmad, P.E. A. B. TESTS (transferred from file # 08-0418.02) Original test conducted per SFBC, PA 201, 202 & 203-94 now termed as FBC, TAS 201, 202 & 203-94 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 24113.2.1 and TAS 202-94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing. Laboratory Inc, dated March 21, 2001 Test Report No.I (FTL-2811), signed and sealed by Antonio Acevedo, P.E and revised by addendum letter, issued by FTL, signed and sealed by Luis Figueredo, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/22/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.11 issued to Safe-glas L.L.C. for "SAF GLASS — polycarbonate interlayer", expiring on 12/16/12. 2. Notice of Acceptance No. 08-0709.04 issued to Nebula Glass International Inc dba Glasslam. for "Safety -Plus II Laminated Glass", expiring on 08/07/13. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/20112, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 3. Statement letter dated April 17, 2012, issued by Fenestration Testing Lab (FTL) for upcoming test schedule, signed by Jose sanchez. G. OTHER 1. This. NOA revises & renews NOA # 07-0109.08, expiring on April 12, 2013. 2. One year conditional approval subjected to successful verification test. Xshaq 1. Chanda, P.E. Product Control Examiner NOA No 12-0305.03 Expiration Date: April 12, 2013 Approval Date: April 26, 2012 E-1 8" MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS MAY BE USED if TYP 3 ANCHORS REOD. SILL /-AT MTO. STILE / LOCATION ------------- II II I I x I I -==--pry--=== II I I I I / II n� II. I 111 , II I I u 14" 2 1 2' z 1 2 Ir r— 1 N 'o a 0 i� � � J ►I a w 3/18" ANN. CLASS .015" URETHANE ADHESIVE .070• INTERUYER —'SAF-GLIB' POLYCARBONATE BY 'SECURITY IMPACT CLASS' f0�3/16" �NEOAUDSHESIVE i� J/18• 09 SA BY a li 1 I' t DOOR W,/_ SIDELITES W APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS m-..p0quvt" P WITH OR WITHOUT SIDELITES. +awlNrrt�M+F� x F m SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. �� 03 w Z. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. "` ZOt3 GLASS TYPE 'B' N � ' ' \ GLASS TYPE C THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. I 1 24 3/4' � m D.L. OPG. 32 1/4" 32 I/a" � �� 34 11/18" 3. D.L. OPG. O.L. OPG. LEAF WIDTH ADOI. ANCHOR READ. 71 3/4` AT DOORS WITH SIDELITES DOOR WIDTH TYPICAL E.�jVI1/yATION ( XX00 ) TESTED UNIT IN. SERIES-100 ALUMINUM SWI HEAT STREN'D CUSS 0 PVB INTERUYER FLEX IIIC 'SOLUTUI' 3 18" HEAT STREN'D GLASS GLAZING' DOORS SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. �"9 MgwLµ SHUTTERS ARE NOT REQUIRED. Fla P� #,'3�0592'. : 153e I, � 3 � GLASS TYPE 'A' Z o� J/16" NEAT STREN'D GLASS 0. f 0" INTERUYER SAFETY -PLUS n F j ? 3 � Z BY 'GtassLAM' Onoi 3/18' HEAT STREN'0 CUSS C-------- 1q C y3 S u drawing na. W01-2o CHART A (FOR X k XX DOORS) CHART B 4 9 N I W2 W1 W2 WIDTH (W) O U 10. W a ID p� WDTH MOTH i 0 N ,.FRAME p-FRAME Jz� xxox) (o) ab / / \ w1 W2 Wt W2 W1 WI W2�'j WI W2 01 a% i % Z W r r .r / r ) ( x ) ( xxLLJ W ILL L \\ \\ rl U n M HEIGHTS: ( OX ( OXO) ( XO WIDTH (w) = w1 + wz (FOR DOORS WITH SIOEUTES) 2 OXX xx0 WI W2 3 W1 (OXXO) W1 W2 W1 g 3 yy�� o �i a n WIDTHS: c o MGR y 12 rr4 ww L\ N.N. Maw oe ��b Xoo) ( XXoo > 0 ( COX OOXX ) m SIDELITE WIDTH DOOR WIDTH i � tr •. Engn VAD ltHNAD ,, , Q c ( 70 92 33 NOTE: GLASS CAPACITIES ON THIS SHEET ARE \C1A,A. BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION C�Ay EXTERIOR DECLARATORY STATEMENT OCA05-DEC-219 SIDELnE WIDTH �� MOTH Sheet 2 01 ('j DOORS WITHOUT SIDELITE9 DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'A', '8' OR 'C' PANEL WIDTH Ff./IN, DOOR HEIGHT Fi./IN. EXT.(+) INT,(-) 2/8 J/0 6/9 82.0 81.0 62.0 81.0 2/8 3/0 8/D 82.0 81.0 62.0 81.0 NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT OAYLRE OPC. 6/8 79-7/8" 77-3/8 67-5/8" 8/0 95-7/8' DTH FRAME WIDTH LEAF WIDTH OAYLITE OPG. 31-1/2" 28-11/16" 18-15/18" E2/6 J7-1/2' 34-11/IB" 24-15/18" 59-3/4" 28-11/18" 18-15/18 71-3/4" J4-11/18" 24-15/16" STATIONARY PANEL (0) OR DOORS WITH 91DELJTES DESIGN LOAD CAPACITY - pSF WIDTH (W) INCHES FRAME HEIGHT FT,/IN. GLASS TYPE 'A' GLASS TYPE 'B' k 'C' EXT. (+) INT. (-) EXT. (+) INT. (-) 32 33 34 35 JB 7/0 62.0 81.0 82.0 81.0 82.0 78.3 82.0 81.0 82.0 69.8 82.0, 81.0 62.0 66.5 82.0 81.0 82.0 83.1 82.0 81.0 32 J3 J4 3S 38 8/0 62.0 61.D 62.0 81.0 82.0 78.3 82.0 79.2 82.0 89.8 82.0 78.3 82.0 68.5 62.0 77,6 82.0 83.1 82.0 78.5 �j / / / \ / / \ TYPICAL ANCHORS BUCK L TYPICAL ANCHORS 9 SEE ELEV. FOR SPACING to N 28Y wood I OR RUCTURE O MIAMI-DADE COUNTY APPROVED MULLION k MULLION ANCHORSI SEE SEPARAT NOA a •e a CL<o TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV, FOR SPACING FH SMS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM a 0Ei� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ::11 AND TRANSFER THEM TO THE BUILDING STRUCTURE. E O TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 1-3/8" MIN, PENETRATION INTO WOOD z z THR U 1BY BUCKS INTO CONC. OR MASONRY $ p 0 1-1 4" MIN, EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 0 a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Q 614 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES g z g STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) E3 g = ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) Q 0 STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SPACING LYk ( H14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.. 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE ■ 5/8" MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN, C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEALANTS; FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SFIA(.Eq WITH CLEAR COLORED SEALANT. Q •i o N drowing no. W01-20 TYPICAL ANCHORS SEE ELEV. FOR SPACING T 0 FLUSH SOLT OPEI ON ACTIVE ACTIVE LEAF e ,e X 1" FH SMS 11" O,C. 1 1/4' MAX O FLUSH BOLT OPERATOR ON INACTIVE LEAF (CONCEALED) EXTERIOR INACTIVE LEAF TORS IR SPACING O I7aFM,. 3oS � 1/4" MAX. {HIM SPACE O N Z O p V a a� LL a v� A a a -- pUg Qw� g 3 18Y Z WOOD BUCK g§ 8 a O (p r' 8 s i 3 i Z or O� c 77, ° P� WIDTH I j of I $ /8 K 1" FH SMS AT 8" O.C. TYPICAL SEE ELEV. FOR .,I 4 FIAIl1 t830592 , drowing no. ' W01-20 � sheet qof 6 00 --y 548 -^1 A78 TYP, I I� �{ .203 .265 LS00 I I� 2,12� I ,272-4�-d —j GLAZING VINYL (SSE 1:1) i^— 2015 '526 062 FRAME HEAD/JAMB ± 1 726 1,594 134 �- 1.059 3 GLASS STOP .062 TYP. 1.464 WEATHERSTRIP ADAPTER 1.214 T-- 250 I--1.750 .87} 5 I--,499 466 .078 TYP, GLAZING ADAPTER (DOOR) 4.000 L98S---yI �1-1.573 -I 37S L000 T— �, I 44j70 i--1.823--I TOP/BOTTOM RAIL GLAZING ADAPTER (SIDELITE) 250 644 1.375 500 T—� 4A00.062 tYP,-•I ASSEMBLY STIFFENER THRESHOLD 2.093 —1 � Ls27 062 TYP,J 2.281 .718 II II 625 ILI I --1,371+I_I I---- 4,156 SIDE LITE GLAZING BEAD SIDE LITE JAMB .078 TYP, .078 TYP. 1.750 1.7I50 20I'70 1� 1 3.999 7 JJ 4.687 HINGE STILE I LOCK STILE 2d25 .125 FH SELF DRILLING SCREWS 3 PIECE HINGE mm / PART y REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REATARKS I SW-28899 3/DOOR FRAME HEAD/JAMB 6063-T6 - 2 SW-28900 2/LEAF DOOR TOP/80TTOM RAIL 6061-T6 - 3 SW-28904 AS REQD, WEATHERSTRIP ADAPTER 6063-TO - 4 SW-28896 I/DOOR THRESHOLD 6063-76 - 6 SW-28896 1/LEAF HINGE STILE 6063-76 - 7 SW-28901 1/LEAF LOCK STILE 6063-T6 - B SW-28897 AS REQD, SIOEUTE JAMB 6063-76 - 9 SW-28903 1/CORNER ASSEMBLY STIFFENER 6063-T6 - 10 SW-29244 3/LEAF HINGE DOOR PORTION 6063-76 11 SW-29245 3/LEAF HINGE FRAME PORTION 6063-76 - 12 - 2/LEAF 3/8" X 16 X 32' LONG THREADED ROD STEEL - 13 - 2/LEAF 3/8" X 16 NUT - - 14 - 1/HINGE 5/16" X 6" ROD STEEL PLATED STEEL 15 - 8/LEAF 1/4" SETTING BLOCK NYLON - 16 - AS REQD. GLAZING VINYL VINYL - 17 PW-101 AS REQD, BULB WEATHERSTRIPPING VINYL - 18 PB-8400 AS REQD, PILE WEATHERSTRIPPING - SCHLEGEL 19 SILICONE PLUS - SILICONE DOW CORNING 20 5025 AS REQD, FLUSH BOLTS DELTA IND. 21 CP-B1II - ENTRY LOCKSET TACO OR WESTLOCK 22 p8X3/4' PHSMS AS REQD, ASSEMBLY SCREWS AT ALL FRAME JOINTS 23 OOR-018 AS REQD. GLAZING ADAPTER (DOOR) 6063-T6 - 24 DOR-017 AS REQD, GLAZING ADAPTER (SIDELRE) 6063-76 - 25 DOR-019 I AS REQD, GLASS STOP 6053-T6 - STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7-1/2" LONG WITH 5/16" PLATED STEEL ROD A7 EACH LEAF JAMB STILE ONE EACH AT 10" FROM TOP & BOTTOM AND ONE AT MIDSPAN \'FIA PE 0597, I11.I rr111 Nt PA>rf& �omb Rrtl6tA� drawing n0. WOi-20 N pI n % 0 `y (7 ZJ Q LLPc a 0. L h / / LL16 �j] Zz dd 12 3 Fv oa aIDq FRAME TOP CORNER 2 ao 15 / DOOR LEAF CORNER Y �b ° 2 FRAME BOTTOM CORNER MOM MYND o I IIN 014 wM *A radk CNe ` :nirl 4AVAO MW q m �,oA,N. 98; �. drawing no. W01-20 '!� sheet 6 of 6 I® MM �� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY I1805 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) WWW.mlamidade.goy/nera Florida Window Systems, Corp. 7191 NW 77th Terrace Medley, FL 33166 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 "4000 Impact Picture" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT:- Drawing Not W,1"% titled " Series-.4000 Aluminum Fixed Window (L.M.I.)", sheets 1 through 5 of 5, dated 01/10/11, with revision B dated 03/07/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shallautomatically 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 NOA # 11-0207.08 and consists ofti is page.I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE CONOA.No. 12-0315.11 UNTY �noa Expiration Date: February 23, 2016 Approval Date: June 07, 2012 Page I vi .. ,"UR ^icNERAL C h CONTRAL -�- f�hAPs iq�, DOCuibIENTs. `ESPoNSIBt' - ORRECTN, kt S ASSUMED P4 jFDIMENSIOmaiEL VRL ur RLJECTE[3 r'EVQ,,F AN,, RFS(� F(Ji,41 r,,qHAS UBr�� i",rp C i --Pr--)ns or comments er4., a� �winh3- c�4r+�,14 �x� 9>4 Shop, 'his rev4 -V W do n()t QI conTra(;,_ f'"IT fompiiance n with regc „ Of if 4",-i'y, and -pecifica#taws. is ow with l , , t• 'vw of the genera[ 0 nc 911 ':oh'cept of t1� genes c, - in a,ian-e with the ijfO,(,,, d t..,jn�ract &cements. resp,,nsible 'c, Confirming nde .ua tines ord dimensio,;*- erard4 3brication )-ocesses nstruclid-1; coo►tiina}l,�9 is r 'f Aber trades Arid 'r` 3atisfacto ' � 'i Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-89, titled "Series 4000 Aluminum Fixed Window (L.M.I.)", sheets 1 through 5 of 5, dated 01/10/11, with revision B dated 03/07/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 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 along with marked -up drawings and installation diagram of aluminum picture window, prepared by American Test Lab of south Florida, Inc., Test Report No. ATLSF-0802.01-05, dated 09/06/05, signed and sealed by William R. Mehner, P.E. (Submitted under previous NOA No.05-1107.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation,'dated-12128/10. signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.11-0207.08 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/1-7. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated May 24; 2012; signed and sealed,by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. ATLSF4802.0145, issued by American Test Lab of south Florida, Inc., dated September 06, 2005, signed and sealed by William R. Mehner, P. E. (Submitted under NOA No. 05-1107.04) G. OTHER 1. Notice of Acceptance No.11-0207.08, issued to Florida Window Systems, Corp., for their Series "4000 Impact Picture" Aluminum Fixed Window - L.M.I., approved on 04/14/11 and expiring on 02/23/16. Manuelter9wrRy- Product Control Ex er NOA No.12-0315.11 Expiration Date: February 23, 2016 Approval Date: June 07, 2012 E-i FALSE MUNTINS (SURFACE APPLIED) D.L. oac. o.L. oPc. E FALSE MUNTINS FALSE MUNTINS n (SURFACE PUS 0 COED�,0 (SURFACE APPLIEDOPTIONAL Op^' p CUR`1 O. P' A 1 L I Liz ry I L II II w 11 II W II + It It II 11 C II II II II 11 II U I I II II II II II II II II II II , IICL ti II , II II , II 0=11 = I===— o o__-- u u u u u u II II II ' 11 II II 11 II II II II II u u u n u n u u n n n n II 11 II II II 11 II II II II 11 II I I II ItIFII tI I1' =41IL1 ==== I' 1 1II == 10" O.C. SERIES 4000 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX, OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 3" MAX. TYPICAL ELEVATIONS GLASS D.L.O. DIMS. D.L.O. HEIGHT = WINDOW HEIGHT — 3,750" D.L.O. WIDTH WINDOW WIDTH - 3.625" THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. dAVNnmQ AHW1D '. PROI)UCTRBVISBD trht As complyingwNhThe Fb tt PE 70102 F1clldingCode AN., ae' AceePts , 0 iElplrmmion Date ) .i.%mi adc Pmdwt I IL � N U � (n 3S z 02 too U z 0 M M h lOJ rnw LL 12 drowing no. W10-89 ITEM N I PART j REQD, DESCRIPTION MATERIAL MANF./SUPPIJER/REMARKS 1 5336 AS REDD. FRAME HEAD/SILL./JAMB 6063-T6 - 2 5239 AS REDD. FRAME SHEAR CLIP 6063-T6 4'LONG AT ANCHOR LOCATION 3 k6 5029 AS REOD. U CHANNEL 6063-T5 - 4 /8 ■ 1 1/4" 2 ASSEMBLY SCREW 0 FRAME CORNER CRS PH SMS 5 WELDED JOINTS AS REDD. AT ROUND OR EYE BROW CONNECTION ER4043 ALUMINUM WELD WIRE SEALENT - AT ALL JOINTS - SCHNEE MOREHEAD ACRYL-R 7 - GLAZING BUTTON - 3" FROM END & 2" O.C. 8 GLASS 1/4"H.S. + 0.090 SCP + 1/4"H•S. - DUPONT SENTRYGLASS 9 SEALENT BOSTIK CHEMCAULK 915 - 0,050" THK 10 SEALENT GE SILGLAZE II 2800 CLEAR - 0.108" THK 11 - SETTING BLOCK, DUROMETER t65 EPDM - 1.4982 1.128 m. 1 L -06-T A �-- .09 •703 1--1.344 h--- 2.750 Q1 FRAME MEAD/SILL/JAMS #5335 N .062 b U CHANNEL #5029 o � .082 - 1 10 w N Q3 FRAME SHEAR CLIP /5239 9V CORNER CONNECTION WELDED JOINTS MITER CORNERS ARCH CORNER CONNECTION Engn AVAD,AYW I .FLA, Pt`[ 70592'• i C.A.N. 5R6 CORNER DETAILS with The Pk* lim Oa'. g aE M0 L ti C •H o <g 046° '�Wj � N v V 1J IZZ °z M 02: °� b � � drowing no. W10-89 MIAMI_DADE COUNTY APPROVED MULLION o SEE SEPARATE NOA 1/4' MAX. 0 J SHIM KCAL ANCHORS 1/4' MAX. f' SEE ELEV. FOR SPACING SHIM I I I I I TYPICAL ANCHORS dc SEE ELEV. 13 a I I FOR SPACING 7 _ � o METAL {� L _ - - - - = It STRUCTURE {5 WINDOW WIDTH WINDOW WIDTH - tla 2 d . W�h � r .J. O rn U TYPICAL ANCHORS N klEPACING z W U 1/4- MAX. t0 SHIMS TYPICAL ANCHORS i W t2o c O SEE ELEV. O M Y FOR SPACING Z N M a s � a p,y 0 Z 7 10 f0 7 • LL�� 17i n F 41 y O = _— a..= _ - _ _ - __ _ __ _ - = - 3= = = _ _ _--_-- __ 9 g z 3 0 3 IBl' -6E 1 EXTERIOR f WOOD BUCKS D.L. OPO. WINDOW WIDTH a ^ 0 d R Enor:, 4AVAO AHW PRODUCF REVISED b FLA. PEM1 70594 as complying wtlhIlk x* 5 'o i C.(�N: 38 �I', Bullding CA No ^ �. I • "apiretlon Dete rd By o Mlem Mambo drawing no. W10-89 shoot 4of 5 IBY I TYPICAL ANCHORS WOOD BUCK SEE M. FOR SPACING ° d ' ° d'° AS r __ __ ___ _________ 2 0o eUClf SPACING I" OR j I MIAMI-DADE COUNTY APPROVED I j W000 ST TUM IIMULUON $ MULLION ANCHORS �I 1!SEE SEPARATE OA II 1 EDGE OIST. i DIST. TYPICAL ANCHORS I TYPICAL SEE ELEV. FOR SPACING SEE ELEV. FOR i WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW, SYS. TYPICAL ANCHORS SEE ELEV, FOR SPACING u u MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. TAPCON BY 'ITW' (Fu-120 KSI, Fy-92 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" CIA. ULTRACON BY ' CO (Fu-177 KSI, Fy-155 KSQ !!II. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD fl !li THRU 1 BY BUCKS INTO CONC. OR MASONRY a !! ju 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0 iii ji! a li' 1. DIRECTLY INTO CONC. OR MASONRY a W 1-1/4" MIN. EMBED INTO CONC, OR MASONRY F i ii W iil iii #14 SMS OR SELF DRILLING -SCREWS (GRADE 2 CRS) !I INTO METAL STRUCTURES it in STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) i • I•• ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) nu (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) jii jjj jii TYPICAL EDGE DISTANCE !n iii INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'C - 3000 PSI MIN. !i' lii iii lii C-90 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. HEX HEAD ANCHORS i !ii SEALANT: OPTIONAL Ili lil ALL JOINTS AND FRAME CONNECTIONS SEALED WITH III 111 JOINT SEALER. jll jll 'll :II 3 II II 7 :it !ii Ili iil 4 Enqf: JAVAO AHMA pRODUCTRIVT" • d' .� •FC/l PE f' ]0592 s Complying with tip Fkridl d ° CAN. dSJB Qnikling Code Acceptenoe No /2.0 P 1' Inlion Dete 13Y e I TYPICAL ANCHORS. TYPICAL ANCHORS .Llienli adeProdud' SEE ELEV, FOR SPACING 18Y SEE ELEV, WOOD BUCK I FOR SPACING vnre merty.. , bu j O Y drawing no. W10-89 DESIGN (DAD CAPACITY WINDOW DIMS. I Pd (PSF) WIDTH (W) LENGTH (L)l EXT.(+) INT.(-) 24' 30, 36' 42" 46, 54" 60" 66' 48' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7D.0 24" 30" 36" 42" 48" 54" 60" 66" 54' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 62.2 62.2 62.2 52.2 62.2 24" 30" 36" 42" 40' 54, 60" 66" 60" 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 62.2 56.0 58.0 56.0 56.0 24' 30" 36" 42" 48" 54" 60' 66" 66" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 621 62.2 56.0 56.0 50.9 50.9 24' 30" 38" 42" 48" 54' 60" 72, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 62.2 56.0 56.0 24' 30" 36" 42" 48" 54' 78' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 62.2 62.2 24' JO" 36' 42" 48' 54" 84" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 62.2 DESIGN LOAD CAPACITY WINDOW DIMS, Pd (PSF) WIDTH (W) LENGTH (L) EXr.(+) 1NT.(-) 24" 30" 36" 42" 48" 901, 70.0 70.0 70.0 70.0 70.D 70.0 70.0 70.0 70.0 70.0 24' 30" JB" 42' 48" 9o" 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 24' 30, 36' 42" 102" 70.0 70,0 70.0 70.0 70,0 70.0 70.0 70.0 24" 30" 36" 42" 108, 70.0 70.0 70.0 70.0 70.0 70.0 1 70.0 70.0 24" 30" 36" 114' 70.0 70.0 70.0 70.0 70.0 70.0 24' 30" 36" 120" 70.0 70.0 70,0 7010 70.0 70.0 DESIGN LOAD CAPACITY WINDOW DINS. Pd (PSF) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) 19-1/8" 26-1/2" 37" 53-1/8" 26• 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19-1/8" 26-1/2" 37" 53-1/8' 38-3/8 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19-1/8' 26-1 /2' 37" 53-1/8" 50-5/8" 70.0 70.0 70.0 70.0 70.0 70.0 66.4 66.4 1A-1/8° 26-1/2" 37" 53-1/8' 63' 70.0 70.0 70.0 70.0 70.0 70.0 53.2 • 63.2 19-1/8' 26-1/2" 37" 53-1/8" 76" 70.0 70.0 70.0 70.0 70.0 70.0 63.2 63.2 NDIEI WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 W, WID WINDOW W WIDTH_, -WINDOW WIDTH , I I I WINO_ yAN WIND I I I L J W. W107H�l r � WIND WINDOW W WIDTH _, WINDOW WIDTH I I r I I L J ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES, 1/4" HEAT STREN'D. GLASS 090" 'DUPONT' SENTRYGLAS k!NTERLA STREN'O, GLASS CONE SILGLAZE 1800 CLEAR En9rs JAVM' AHMAO PR0T311CT RBVISLID b Q GLAZING OPTIONS nt, m complyino with Ilm FWih 7Dsa2' InlldingC & Ai� O " mD CxplrMimDmempoi/o arowing no. W10-89 February 10, 2014 To: Paul Davis General Contractor 2699 W 79th Street Hialeah, Fl 33016 From: Peter Cura 289 ME 104t1' Street Miami Shores, F133138 Permit #: WS-3-13-492 Mr. Paul Davis, The purpose of his letter is to inform you that you are not longer part of the permit for the property located at 289 NE 104th Street, Miami Shores, F133138 (Permit# WS-3-13- 492) due to the fact that a new contractor was hired to do this job. The new General Contrator, Ubaldo Blanco (LicA CGC 047289) has been assigned for this job. Sincer ely, eter XCura PATRICIA AREVAL9 °= PAY COMMISSION # EE012886 EXPIRES October 01, 2014 (407) 39^-0153 ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. I. Article Addressed to: FU DAVIS A. Signature X B. Received by (Printed Name) ❑ Agent C. Date of Delivery D. Is delivery address different from Rem 1? ❑ Yes f YES, enter delivery address below: ❑ No 3. rvice Type ACertified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes t. Article Number _ - (Transfer from service label) 1 7 012 3460 0001 60.02 7 7 9 7 IS Form 3811, August 2001 Domestic Return Receipt 2ACPRI-03-z-09& UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your nameraddress, and ZIP+4 in this boxLAJ • G 960 iY f7,5 S-r- (Dt')2o% (it2d'oux Loy #. 60 N.W. 75th Street, Medley, Florida 33166 ill TARN 8 z A£SF/P SlE� T 7012 3460 0001 6002 7797 , ( Dft�f-cl m 3 I o1a DfA W 0 NT oV / 3 WD U• O-.•W3:D 70 Z. MM I �. LO cnM f 0 m N!XI= 333 DE 1009 Y *d004%271 4 RETURN TO SENDER 1�.TT�"A61r'J T`' _ iV_I IE IiL f6 i9 UNABLE TO F04WARD SC: 33166254960 *0806-07512-10-45 t o t 4 9 ;{{fit{If,l{lyea;{�a{t{ta{etait;erll�s{jff�t{f al �I i H USPS.com® - USPS TrackingTM to . Page 1 of 1 English Customer Service USPS Mobile fizusps.com' Quick Tools Ship a Package Send Mail USPS TrackingTM Tracking Number: 70123460000160027803 Register! Sign In Search USPS.com or Track Packages Subr Manage Your Mail Shop Business Solutions ........ — ........... Customer Service > Have questions? We're here to help. Expected Delivery Day: Tuesday, February 11, 2014 Product & Tracking Information Available Actions Postal Product: Features: First -Class Mail® Certified Mail' Return Receipt iiA)t ., flC.[ '�i4tU-: ut 1Tt lrl I- n;AtGrSI February 11, 2014, 11:23 Delivered am MIAMI, FL 33138 Your item was delivered at 11:23 am on February 11 2014 in MIAMI, FL 33138. February 11, 2014, 1:15 am Processed at USPS Origin Sort Facility MIAMI, FL 33152 February 10, 2014 , 11:26 Depart USPS Sort MIAMI, FL 33152 pm Facility h February 10, 2014 , 10:58 Processed at USPS MIAMI, FL 33152 pm Origin Sort Facility February 10, 2014, 5:06 pm Depart Post Office MIAMI, FL 33166 February 10, 2014, 4:39 pm Acceptance MIAMI, FL 33166 Track Another Package What's your tracking (or receipt) number? Track It LEGAL ON USPS.COM ON ABOUT.USPS.COM OTHER USPS SITES Privacy Policy) Government Services > About USPS Home > Business Customer Gateway > Terns of Use > Buy Stamps & Shop > Newsroom > Postal Inspectors > FOIA > Print a Label with Postage > USPS Service Alerts > Inspector General > No FEAR Act EEO Data > Customer Service > Forms & Publications > Postal Explorer > Delivering Solutions to the Last Mile > Careers, National Postal Museum > Site Index > d7(/4LVSk-W j CopyrightO 2014 USPS. All Rights Reserved https://tools.usps.com/go/TrackConfirmAction! input.action?tRef--gt&tLc=O&tLabels=7012... 5/1 /2014 February 2, 2016 Dear Miami Shores Building official, We are requesting the renewal of expired permits, Window permit WS-3-13-492 and Master permit RC-7-14-1410, for the property located at 289 NE 104th St, Miami Shores, FL 33138 Regards, Owner Roc Acquisitions LLC Peter Cura Managing member