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RC-12-1029
Y,+a. c. >; ,�. _�::.. ,a : .b ;. ;a: .k. _ , } o-4T4.1;;Pit Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Date Issued Occupancy Load Occupancy 1,500 SQ FT Type Not Transferable POST IN A CONSPICUOUS PLACE PERMIT # j ' ) (12 9 CONTRACTOR: SUBMITTAL DATE: t )JW") (0149-011;1, ADDRESS: 9520 T NAME: RESUBMITAL DATES: PROJECT TYPE: \Y't•C4i ZONING --112-1)1L_ n+� FIRE PfP11-*) STRUCTURAL -,rf =yam ELECTRICALp} -- "109 ze, 1?- HRDERM IMPACT FEES 014"' 6')11)‘' (°'P-414 \Lb \- sr 'xcy (,4Q4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: UILDIN JOB ADDRESS: CI S Zc� 6i5coy,. la JUN O 6 ;5;2 III � FBC 20 Permit No.' 'C X /log` 1 099 Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 3 3 t 3c6 Folio/Parcel #: Is the Building Historically Designated: Yes - NO ✓ Flood Zone: OWNER: Name (Fee Simple Titleholder): GAP-A-4 \k_ eA\ , or -S-ecsbe∎ vv1� Phone #: `aL% S ` ( � z S Address: C'� X 1 ®S T ro. C.P u r � -t o \ J State: T c y SD- City: k) 0 ( AAA V—Ai a e Tenant/Lessee Name: N f P Email: 2SL ` r- t Zip: 33 I kg t Phone #: / A CONTRACTOR: Company Name: t-A 1= pi15 a I� e- Address: 131 C% N 1214 City: 50Ylily 6145, Oaacki State: Pt Qualifier Name: O.o O 1.oP 2 Phone #: °443 ° S2-O State Certification or Registration #: c 1 s-0 925Q Zip: 3 c Phone #: - 443- S3D9 Certificate of Competency #: t Phone #: i 8 ' 44 1--(79 Email Address: 9O t4 ol®, 1-0 2. v 1 Q, NER: Architect/Engineer: Phone #: f Work for this Permit: $ r, tett Work: OAddition tion of Work: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Nota $ Training/Education Fee $ Structural Review $ ****** * *** * *** ** *** ** * * ***** * * *** **r* CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW D Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 The fore day of Owner or Agent trument was acknowledged before me this , by .1111 [' . )wt , y known to me or who has produce ` ■L i Signature Contractor The foregoing instrument was acknowledge before me this f ,20(Z,by 61(XtI lO L9CCZ, who is personally known to me or who has produced IN ea a identification and who did tak NOTARY PUBLIC: identification and who did take an oath. NOTARY Sign: Print: My Commission Expires: Sign:, Print: My Commission Expires: g'-2-. Iaj lcr x,,* w, r, rerr, r�tx�t�r�rx, t* �r,,* �r�r*** �r, r* x* �t, r,*, x, ��r�r*, t�r�r�r ,��rrr *�r * *,��r,r,�,�ar... *,t,r **,t **,r** �r* ***,r SVA APPROVED BY � er:PCC/01 Plans Examiner Structural Review (Revised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) (;- .r. ,,ar- Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLK) NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby eves notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1 11111111111 11111 11111 11111 11111 11111 1111 1111 C-FN 2012R0420439 OR Bk 28149 F's 2968 I.1Ps) RECORDED 06/14/2012 11:31:27 HARVEY RUVIN, CLERK OF COURT MIAM•II -DACE COUMTYr FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: 2.0 g15Ce1(14_. 8Lv.L MI 'i i Skurc- f FL X313 Q, 2. Description of Improvement d°'f �:'^ t u-'h./L 6 / /,i kr, jarovt n s 3. Owner(s) name and address: eur — - I (t' . 60 Fen. i �i L s rl; m e Interest in property: �Yi &tary Re �. .t G2 J Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. err ei- i�crrS� 'r; e , 111 00 /V i$Ar St____,w_04 Ts Ies r:F l_ 3314c:, ��� -etl 3 °i 5. Sure . (Payment bond required by owner from contractor, if arty) Name, address and phone number, Wig Amount of bond $ N / 6. Lender's name and address: AIM 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. (J /A $p1 8. In additlon 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. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of moording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNERAFTERTHE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Slgnature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name et Teovi Print Name vl Title/Office ` + F�1e1 Title/Office d ��w r � STATE OF FLORIDA J COUNTY OF MIAMI -DADE I The for Ing instrument as acknowledged before me this /1/ day of IQ_, . 2 0/2/ ..- By -� o'l M -& ❑ Individually, or ❑ Personally known, or r...o for + A produced the following type of identlflca Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92825, FLORIDA STATUTES Under penalties of perjury, t declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief, SI ed Officer /Director/Partner/Marraffer who sig BY By 123.0142 PAGE 3 3110 CHASE A LALANI MY COMMISSION # DD977161 EXPIRES March 31 2014 153 FtoridallotarySerme.com Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. B. C. D. COPY OF QUALIFIER'S STATE LIC CARD COPY OF LOCAL BUSINESS TAX RECEIPT COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTOON) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: �tS''' ) KG BUSINESS ADDRESS: 14.14:o tit *07 d ' VA4 CITY ny t6'165 ikach STATE F!"" ZIP CODE 331 (P0 BUSINESS PHONE: (166 ) 443SZo9 CELL PHONE ( ) 443 520 QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: E -MAIL ADDRESS (IF APPLICABLE): ,' ;0114.6 010 • 100FEaf A4401 WE G • COM Created on 3119109 BY NOV 1 RV 3126109 MLDV FAX NUMBER (8 ') 40$- 6250 at 11r1•2Mo LOPEZ STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 LOPEZ GUILLERMO GLA E!<1TERPRISES INC 17100 NORTH BAY ROAD # 1214 SUNNY ISLES BEACH FL 33160 Congratulations! With this license you become one of the nearly one million Fioridlanslicensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myfforklalicense.com. com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE CERTIFICATE OF LIABILITY INSURANCE I. DATE (M /YTT) 08/04/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMA, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: lithe tantlf sate holder Is an ADDITION/U. INSURED, the poleylfes) must be mimed. Nf SUBROGATION IS WAIVED, subject to the terms and conditions of Da poesy, certalu polio rrmy lawn an eadoraena lit. A attdentent on Es certificate does not corder rights toBoa oerWiaate holder M lieu of such eldorsem.nt(a). PRODUCER Jos Insurance Agency 9800 SW 8th St, Suite 27 Miand, FL 33174 Phone (305)552-5250 Fax (305)552 -5292 WCT SANDRA PEREZ (305)552-5250 M. Net (305)552-5292 SANDRAMJVSINS.COM DRAIRERISI AFFORDING COVERAGE NAM 0 autumn A : WESTERN WORLD INSURANCE COMPANY ammo GLA ENTERPRISES INC. 17100 N Bay Dr* 1214 SUNNY ISLES, FL 33180- INSMfM B : MEER C: INSURER D: 0 SU00R E: PISUIrEN F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR A TYPE OF INSURANCE GENERALUACLRY • COSSIERCIAL GENERAL UABLTY ❑ ❑ WPMMADE ❑/ OCCUR ❑ GE4LAGGREGATE LIMIT APPLES PER ❑ POLEY ❑ , r ❑ Loc AUrOSKIELE I ABILITY ❑ ANY AUTO ❑ ALL OWNED ❑ II/RULED ❑ HIRED AUTOS ❑ erNOSD ❑ ❑ ❑ UIMIRELLA UAB ❑ OCCUR ❑ EXCESS mg ❑ CLAM -MADE ADDL.SIIBR VND OMR POUCT NUMBER LINTS 111129 10/11/2011 10111/2012 s 1,000,000.00 TO 1 $ 100,000.00 MED EXP (Any one Parana $ 5,000.00 PERSONAL &soy INJURY $ 1.000.000.00 GENERAL AGGREGATE $ 1,000,000.00 PRODUCTS - COMP1CPAGG $ 1,000.000.00 2 011�l' D 114611 LR ff $ s BODILY INJURY (Pr poem) e BODILY I1 Y(ParaoddwO) $ 3 $ DED 11 ,ili.• WORKEfffiCOMPENSATION AND EMPLOYERS' mount Y l N ANY PROPRIETOR ARTNEWE I��� In N) DESCRIPTION O OPERATIONS Won EACH OCCURRENCE S AGGREGATE $ $ NIA ❑ Yr'oRV1 47is ❑ EL EACH ACCIDENT S E.L. WEAVE - EA EMPLOYEE S EL DISEASE - POLICY LIST $ DINICIREsTKIN OF OPERATION$! LOCATIONS I VEFICLEB (Attach ACORD 101, Additional Ramada Sdi.du1, Umote apace Is row) CERTIFICATE HOLDER CANCELLATION MIAMI SNORES VILLAGE Budding Department 10050 NE 2nd Ave MIAMI SHORES, FL 33138 ACORD 25 (2010105) OF MOULD ANY OF THE EXPIRATION TE ACCORDANCE BE CANCELLED BEFORE BE DELIVERED IN f + «• TION. All rights resolved. and logo are registered marks of ACORD GLA ENTERPRISES INC GUILLERMO LOPEZ AGUIRRE PRES 17100 N BAY RD 41214 SUNNY ISLES FL 33160 53 04 -05 -2012 JEFF ATVVATER STATE OF FLORIDA clftF FINANCIAL OFFiCCERR DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE PERSON: FEIN: 05/05/2012 EXPIRATION DATE: 05/05/2014 LOPEZ GUILLERMO 200001034 BUSINESS NAME AND ADDRESS: GLA ENTERPRISES INC 17100 N BAY RD APT 1214 SUNNY ISLES BEAM FL 33160 SCOPES OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR e IMPORTANT: Pursuant to Chapter 440. 00141 F.S., an officer of a corporation who elm exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112). F.S., Certfficates of election to he exempt... apply only within the scope of the business or trade Iiated on the notice of election to he exempt iuumant to Chapter 440.06fl3i F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation a, at any bate after the filing of the notice or the issuance of the certificate, the person named on the notice er 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? 18501 413-1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEM?T 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 ININISTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 05/05/2012 EXPIRATION DATE: 05/05/2014 PERSON: WILLERMO LOPEZ FEIN 200001034 BUSINESS NAME AND ADDRESS: CLA ENTERPRISES INC 17100 N BAY RD APT 1214 SUNNY ISLES BEACH, FL 33160 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election I- under this section may not recover benefits or compensation under this D charter. Pursuant to Chapter 440.051121, F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt E Pursuant to Chapter 440.05113), 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 trotted 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? 1850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -6 -12 -1029 Issue Date: Not Issued Expires:NOt Issued Folio Number:1132060142870 Owner's Name: IRENE DAL MONTE Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 0 Total Job Valuation: $ 40,000.00 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/6/2012 : Yes Comments: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 1 Permit #: 2- -te7 21) Mechanical Critique Sheet j /1e3 r&)61 9 a-- `' 1P-Q-1°- oacATAi t,� Review Completed by: Jan Pierre Perez Chief Mechanical Inspector Permit No: 12 -1029 Job Name: June 21, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet )/The scope of work does not match the plans or perms: application. 2) Identify the square footage of the house and the altered area to determine the level of alteration. Provide corrections for electrical, and mechanical. A window and door permit is required but this designer is the designer of record Provide wind Toad design criteria on plans. Provide wind design pressures for each opening. 'AC,. Provide product approvals reviewed and signed approved by the designer of record. ) Provide a plan showing the existing floor plan. Identify all irterior bearing walls in the area of alteration. The foundation for the site wall does not comply with FBC Res.4404.3 Identify the height of the wall. Provide structural calculations for the design of the wall. T 0) Provide rough opening dimensions, buck details, and water proofingfor all windows and ddoors. The window schedule must identify the size andtype of window /doors for each opening. Identify the secondary means of escape for each sleeping room. 1"� dentify the wall detail for the interior of the exterior walls. 1t4 rovide details for altered windows /filled cells, new concrete floors, Provide a roof repair permit for the roofpenetrations. Page 1 of 1 STOPPED REVIEW 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. Norman Bruhn CBO 305 - 762 -4859 11/1 iami Shores Vaiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 1'' '\ 2. — I 25) DATE: 0,q I, o Contractor o Owner rchitect Picked u 2 sets of lans and (other) `- r.. f�sl ? Cc ( y \ Address: EiLJ 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 Miami Shores Village Building Departmept to continue permitt' g • ocess. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Viiiage Building Department Permit No: 12- at Job Name: p/ c Date: ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 s hi e 14- rz-X..- re, e k��� PA-A, r7y d/z- &emu, .-r s.U/PcF i /)4g, e 4c '& PJr° S - & "/rged -- e q AVI. 6-49 z #6& kc de,-p° ✓Ve - AteA#t )z /3/)`-A fr w wee s9 . ' ,gT"7.? eie e r /Y.¢�' ®,r, Ale' 1'49/14-Y' 44a°vL Zr,.t 1.1 9 e CIO FOIY1 I ALUIlYi uOuN1TER TO DE MORE THAN 2 pErir mil GI I PROTECTED RECEPTACLE. PUT DIW RECEPTACLE UNDER SINK. BATHROOM RECEPTACLE ON 20 ; P CKT A 3,.EI PROTECTED :,t% Y4' n *ir* _CTORS. ANY AND ALL CLOTH AND RUBBER INSULATED COND 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. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 188834 Permit Number: RC -6 -12 -1029 Scheduled Inspection Date: April 09, 2013 Inspector: Bruhn, Norman Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: GLA ENTERPRISES INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132060142870 Phone: (786)443 -5209 Building Department Comments INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed /‘.._ . Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 174445. April 09, 2013 For Inspections please call: (305)762 -4949 Page 20 of 21 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 183935 Permit Number: RC -6 -12 -1029 Scheduled Inspection Date: April 08, 2013 Inspector: Bruhn, Norman Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: GLA ENTERPRISES INC Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Alteration Phone Number Parcel Number 1132060142870 Phone: (786)443 -5209 Building Department Comments INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 183856. CREATED AS REINSPECTION FOR INSP - 174454. No access April 05, 2013 For Inspections please call: (305)762 -4949 Page 15 of 42 HR DESIGN ARCHITECTURE AND INTERIORS, P.A. January 20, 2012 Norman Bruhn c/o Village of Miami Shores Building Department 110050 NE 2nd Avenue Miami Shores Village, FL 33138 RE: Fevig Residence 9620 Biscayne Blvd. Dear Norman, Thanks for your help during the construction of the Fevig residence in doing your job with the inspections and making sure that the contractor is following the current codes required as per the Florida Building Code. I have reviewed the following items: 1. I have seen the correction of the kitchen window framing in which the header was brought down with concrete in order to fix the size of the window opening. The pour was done according to the sketch that was provided and I am satisfied that the work was done according to the detail with a solid concrete pour with the rebar reinforcing as specified in the detail. 2. I am enclosing a detail showing waterproofing for the window installation. I have visually looked at the window installation and am satisfied that they have waterproofed the exterior of the window frame in compliance with the detail provided. 3. I have seen the installation of the insulation. The insulation is not the correct R value but has been installed properly. We are currently working on different scenarios to help compensate for the lower R value and make the house compliant according to the Energy Efficiency Code requirements. We will be submitting energy calculations once we have this situation determined. 1200 WEST AVE. #1103 • MIAMI BEACH, FLORIDA • 33139 PHONE: 305.494.7160 • DAN @HR - DESIGN.COM 4. I have visually inspected the drywall installation and have found that it has been installed in compliance with the Florida Building Code. Please feel free to contact me on my cell phone and let me know if there is anything else that I can do to assist the inspection process so that the owners may be able to final out their permit to the satisfaction of the Miami Shores Village Building Department. Again, I thank you for your patience and assistance with this matter. Dan Robertson HR Design AROO11725 HR DESIGN ARCHITECTURE AND INTERIORS, P.A. 1200 WEST AVENUE SUITE 1103 • MIAMI BEACH, FLORIDA • 33139 PHONE: 305.672.5658 • CELL: 395.494.7160 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 188368 Permit Number: RC -6 -12 -1029 Inspection Date: April 03, 2013 Inspector: Bruhn, Norman Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: GLA ENTERPRISES INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number Parcel Number 1132060142870 Phone: (786)443 -5209 Building Department Comments INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passe / �/ Inspector Comments CREATED AS REINSPECTION FOR INSP- 187766. CREATED AS REINSPECTION FOR INSP- 187659. Provide energy calculations. NB The energy calculations submitted must be signed by the designer. /� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 03, 2013 Page 1 of 1 GLA ENTERPRISES INC., General Contractors Y'9 17100 N Bay Rd #1214, Sunny Isles Beach, FL 33160 , Ph: 786 443 5209 Fax: 888 408 6250 Email: Guillermo.lopez.aguirre @gmail.c P a r f tb # °a 1 _ c BJ Ref. Fevig Residence 9520 Biscayne Bulevard Miami Shores, FL 33138 Insulation works performed 0 BY:. .. ..m_0___s_°om_e March 13, 2013 GLA Enterprises Inc installed the following insulation on walls: -R -Matte Pius -3, thickness = W, R- Value= 32 in bedrooms #1, #2, bathroom #1, bathroom #2, Master bathroom, Master bedroom, and Kitchen (see plans attached). -R -Matte Plus -3, thickness= 3/4 ", R- Value= 5.0 in bedroom #3 (see plans attached). Guillermo Lopez CGC#1509258 GLA Enterprises Inc. — 2013 Afr 4/1" If WASH=Fk " tAtiLE T6e Xi8t1NG A/C CLOSET TO REMAIN 0 5TER ROOM IAIN "A5-16" CLOSET ZEMOVE 0 POOR AND WITH .00K FOR '0M3 I..PROVIDE CONCRETE MiEA TO LEVEL ; FLOOR WITI4 HOUSE „BUILDER TO INSTALL DOUBLE FRENCH DOOR IN DOSTING OPENING THIS LOCATION REMOVE EXISTING PLUMBNG FIXTURES Alst? REPLACE W1114 NEW IN SAME LOCATION. CLOSET CLOSE ARCI4E EXISTING OPENING FOR NEW DOOR BEDROOM 1 TO REMAIN °A5-IS" NEW FLOORING TO DE INSTALLED THROLIGI-IOUT HOUSE PINING AREA 0 MASTER BATH ROMAN TUB WIC TO REMAIN '1,6,-15v MASTER BEDROOM TO RE11411+1 "A5-I5u WASHER ExISTING A/c CLOSET TO REMAIN OR TO CUT BUILDER To REMOVE sumo GLASS DOOR AND FILL OPENING WITI4 CONCRETE BLOCK FoR NEW WINDOW — - oot1iI BUILDER TO PROVIDE ADDITIONAL CONCRETE PaIR THIS AREA TO LEvF_L !BEDROOM 3 FLOOR REMAINDER OF HOUSE BUILDER TO INSTALL DOUBLE FRENCH DOOR IN EXISTING OPENING THIS LOCATION NEW FLOORING TO BE REMOVE EXISTING PLUMBING FIXTURES AND REPLACE OATH NEW IN SAME LOCATION. 4 ExISTM OPENING FOR NEt DOOR TO r C 3 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD tit 21 r. en. oczar,,Peomeo \O\ ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple (amity 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U- Factor: Sgl, U =1.30 SHGC: SHGC =0.50 b. U- Factor: N/A SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9520 Biscayne Blvd, Miami Shores, FL, 33138- Existing (Projecte Single -family 1 2 No 2288 Area 300.06 R2 ft2 ft2 ft2 1.500 ft. 0.500 Insulation Area R=0.0 2266.00 ft2 R= ft2 b. Conservation features R None 15. Credits 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R =3.0 1960.00 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R =19.0 2266.00 ft2 R= ft2 R= fta R ft2 6 75 kBtu/hr Efficiency 60.0 SEER:18.00 kBtu/hr Efficiency 34.0 HSPF:7.70 Cap: 1 gallons EF: 0.92 Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638 -1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Budding Commission's support staff. . *Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software FORM 405 -10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Fevig Residence Builder Name: Street: 9520 Biscayne Blvd Permit Office: Miami Dade City, State, Zip: Miami Shores , FL , 33138- Permit Number: 0000 Owner: Fevig Residence Jurisdiction: G-grj‘es Design Location: FL, Miami • 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 2266 Conditioned floor area below grade (ft2) 0 7. Windows(300.1 sqft.) Description Area a. U- Factor: Sgl, U =1.30 300.06 ft2 SHGC: SHGC =0.50 b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.500 8. Floor Types (2266.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2266.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (1960.0 sqft.) a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types (2266.0 sqft.) a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric Tankless b. Conservation features None 15. Credits Insulation Area R=3.0 1960.00 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R= 19.0 2266.00 ft2 R= ft2 R= ft2 R ft2 6 75 kBtu/hr Efficiency 60.0 SEER:18.00 kBtu/hr Efficiency 34.0 HSPF:7.70 Cap: 1 gallons 1.0000 0 Pstat Glass /Floor Area: 0.132 Total Proposed Modified Loads: 50.94 Total Standard Reference Loads: 63.61 PASS I hereby certify that the plans and specifications covered by this calculation are in complianc -- t re Florida Energy Code. - I i �,uc� PREPARED B , ! dart( Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIA �-4 1IIIE Sti �'�� , _ . Opp'., y� it „' _ ' ,�o� �, •. .' �u„ -, , �,, ", .. O `• _ "�- O I' • ^� a * , f. e �' ` �� ��.. to WE'D..• DATE' �r'_, ` I hereby certify that this b .ildin , -r• d:.•.i ned, is in compliance Y fY g 9 with the Florida En,. .Te : = / �� ��a OWNER /AGENT' � ..ny .4i►�:-;01 - DATE: Arai ,,�+ DATE - Compliance requires an envelope leakage test report, by a Florida Class 1 Rater, in accordance with Table B- 1.1.2. 1/18/2013 12:21 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Fevig Residence Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 2266 Lot # Owner: Fevig Residence Total Stories: 2 BlocklSubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 9520 Biscayne Blvd Permit Office: Miami Dade Cross Ventilation: No County: DADE Jurisdiction: 2310000 Whole House Fan: No City, State, Zip: Miami Shores , Family Type: Single- family FL , 33138 - New/Existing: Existing (Projected) Comment: CLIMATE I IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 2266 20394 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiI ID Finished Cooled Heated 1 Main 2266 20394 Yes 4 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 245 ft 0 2266 ft2 0.5 -_ -- 0 0.5 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2454 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2266 ft2 N N CEILING J# Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 19 2266 ft2 0.11 Wood 1/18/2013 12:21 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 1/18/2013 12:21 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3of5 . WALLS Ornt Adjacent Cavity Width To Wail Type Space R.-Value Ft in Height Sheathin g Framing Solar Below E1 In 1 N 2 E 3 S 4 W Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main 3 54 0 3 44 0 3 54 0 3 44 0 Area A -Vale) Fraction Abcor Grade % 1 10 0 540 ft2 0 0 0.75 0 10 0 440 ft2 0 0 0.75 0 10 0 540 ft2 0 0 0.75 0 10 0 440 ft2 0 0 0.75 0 DOORS V # Ornt Door Type Space Storms U -Value Width Ft In Height Ft In Area 1 SE N Wood Wood Main Main Metal Metal 0.460000 2 11 0.460000 2 11 7 7 20.41666 20.41666 2 WINDOWS Orientation shown is the entered, Proposed orientation. VWail # Omt ID Frame Panes NFRC U- Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 N 1 Metal E 2 Metal S 3 Metal W 4 Metal W 4 Metal Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Yes Yes Yes Yes Yes 1.3 0.5 1.3 0.5 1.3 0.5 1.3 0.5 1.3 0.5 56.27083 1 ft 6 in 5 ft 0 in 63 ft2 1 ft 6 in 5 ft 0 in 93.78472 1 ft 6 in 5 ft 0 in 42 ft2 1 ft 6 in 5 ft 0 in 45 ft2 1 ft 6 in 5 ft 0 in Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds None None None None None 2 3 4 5 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH 0 0 0 0 0 0 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 7.7 34 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 18 60 kBtu/hr 1800 cfm 0.75 1 sys #1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.92 1 gal 60 gal 120 deg None 1/18/2013 12:21 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3of5 , SOLAR HOT WATER SYSTEM ' ✓ FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None to DUCTS / - -- Supply - -- - -- Return - -- Air Percent HVAC # V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 75 ft2 Main 0 ft2 Default Leakage Main (Default) (Default) % 1 1 TEMPERATURES Programable Venting IX X Thermostat: Jan Y X Feb �X� Ma Ceiling X Apr Fans: X May X] Jun X Jul X Aug X Sep €X Oct ct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 0 1 - Electric Heat Pump 0% 1 - Central Unit 1/18/2013 12:21 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405 -10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 9520 Biscayne Blvd Miami Shores, FL, 33138- PERMIT #: 0000 MANDATORY REQUIREMENTS SUMMARY - See Individual code sections for full details. 1 1/18/2013 12:21 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm /sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make -up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site - recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency =78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee w N l'Y It'5.2.1 t--7 R -19 space permitting. 1/18/2013 12:21 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 PERMIT #: 1, ❑ Contractor Owner ❑ Architect P Address: Miami Shores Vtiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT j 02- I DATE: 414 13 ther) � ka I Cad S 95 TO "0) Co �1y� 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 Dee . rtment to contin e permittin. 'rocess. Acknowledged by: 1�0 PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 187766 Permit Number: RC -6 -12 -1029 Inspection Date: March 27, 2013 Inspector: Bruhn, Norman Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: GLA ENTERPRISES INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number Parcel Number 1132060142870 Phone: (786)443 -5209 Building Department Comments INTERIOR REMODEL Infractlo Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 187659. Provide energy calculations. NB paaaal/ Failed , Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 March 27, 2013 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NSP- 187659 Permit Number: RC -6 -12 -1029 Inspection Date: March 19, 2013 Inspector: Bruhn, Norman Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: GLA ENTERPRISES INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number Parcel Number 1132060142870 Phone: (786)443 -5209 Building Department Comments INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments pelocfixte.„1/L 6 Failed J 2/i Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 19, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 JU1 2 " Lu i2 j' Mind Version 2.1.0.6 er ASCE 7 -10 Developed by MEGA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date : 7/24/2012 Company Name : Address City Project No. . Designed By . Description . Customer Name : State Proj Location : MIAMI SHORE.PERMIT 4 12 -1029 File Location: C: \Program Files (s86)\MECAWind \Default.wnd All pressures shown Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Other'Structures & Building Appurtances (Ch 29) are based upon ASD Design, with a Load Factor of .6 • 175.00 mph = II Exposure Category = N/A Flexible Structure = 1.00 Kd Directional Factor = 0.01 = 9.50 Zg = 0.11 Bt = 0.15 Bm = 0.20 1 = 0.20 Zmin = C = No = 0.85 = 900.00 ft = 1.00 • 0.65 = 500.00 ft = 15.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gust': For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 - 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 Des. Elev Km ft 6.00 0.85 5.00 0.85 = 15.00 ft = 0.23 427.06 ft = 0.92 = 0.88 Wind pressure - Other Structures Kzt qz W Pres Cf( 1.32) psf psf 1.00 33.942 1.00 33.942 38.08 8 8 Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient) Figure 29.4 -1: Wind Loads for Solid Signs & Freestanding Walls Case A Case B 4 Wirtt Cf - Force Coefficient Rd - Reduction Factor (1- (1- E) ^1.5) 0_18--1, k Range 0.85 i Kz Kzt Qz Wind Pressure at Elevation 6 ft 0.85 1.00 =, 33.942 psf = 38.083 psf Notes: 1) Signs with openings comprising < 30% of gross area are considered solid signs 2) Force Coefficients for solid signs with openings shall be multiplied by Rd 3) Case C only applies when Bs >= 2, Case C S S S Balance Distance from Cf Kz leading edge ft Force Coeff. Kzt Qh Wind Pressure @ Distance psf psf From 0 to 6.0 From 6.0 to 12.0 From 12.0 to 18.0 From 18.0 to 50.0 2.86 1.86 1.38 0.82 0.85 0.85 0.85 0.85 1.00 33.94 1.00 33.94 1.00 33.94 1.00 33.94 82.63 53.55 39.70 23.77 RdC - Reduction Factor for Case C (1.8 - S / Ht) = 0,80 Note: When S / Ht > 0.8 then Cf must be multiplied by RdC. FEVIG RESIDENCE Location Building owner Program user Company Comments 9520 Biscayne Blvd Miami Shores Fl FEVIG RESIDENCE By DFG Dataset name C:I CDSITRACE7001Projects120121LegallzatIon Dan.trc Calculation time 06:26 PM on 07/25/2012 TRACE® 700 version 6.0 Location Miami, Florida Latitude 25.0 deg Longitude 80.0 deg Time Zone 5 Elevation 7 ft Barometric pressure 29.9 In. Hg Air density Air specific heat Density - specific heat product Latent heat factor Enthalpy factor Summer design dry bulb Summer design wet bulb Winter design dry bulb Summer clearness number Winter clearness number Summer ground reflectance Winter ground reflectance 0.0760 0.2444 1.1151 4,908.6 4.5619 Ib /cu ft Btu/Ib• °F Btu/h•cfm• °F Btu•min/h•cu ft Ibmin/hr•cu ft 90 °F 77 °F 47 °F 0.95 0.95 0.20 0.20 Design simulation period January - December Cooling load methodology TETD -TAI Heating Toad methodology UATD System Checksums By DFG System - 001 Single Zone COOLING COIL PEAK Peaked at Time: Motor. CLG SPACE PEAK Mo /Hr. Sum of HEATING COIL PEAK Mohr. Heating Design TEMPERATURES Cooling Heating Outside Air. OADBNUB/HR: Sum of Peaks OADB: Peaks OADB: 47 SADB 60.6 72.1 Plenum 78.3 67.0 Space Plenum Net Percent Space Percent Space Peak Coll Peak Percent Return 78.3 67.0 Sens. + Lat Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 78.3 67.0 Btufh Btu/h Btu/h ( %) Btu/h (%) Btu/h Btu/h ( %) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Fria 0.1 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 - Roof Cond 0 11,366 11,366 21 0 0 Roof Cond 0 -3,085 21.42 Glass Solar 22,586 0 22,586 41 26,992 86 Glass Solar 0 0 0.00 Glass Cond 3,709 0 3,709 7 2,076 5 Glass Cond - 6,283 - 6,283 43.63 Wall Cond 1,693 463 2,156 4 1,382 3 Wall Cond -1,650 -2,157 14.98 AIRFLOWS - Partition 0 0 0 0 0 Partition 0 ° 0 0.00 Exposed Floor 0 0 0 0 0 Exposed Floor 0 0 0.00 Cooling Heating Infiltration 5,867 5,867 11 1,079 3 Infiltration - 3,020 -3,020 20.97 Vent Infll 0 129 0 129 Sub Total = => 33,856 11,829 45,685 84 31,529 77 Sub Total = => - 10,954 - 14,546 101.00 Supply p 2,538 2,538 Internal Loads internal Loads Return 2,667 2,667 Lights 3,413 0 3,413 6 3,413 8 Lights 0 0 0.00 Exhaust 129 129 People 2,000 2,000 4 1,000 2 People 0 0 0.00 Rm Exh 0 0 Misc 3,413 0 3,413 6 3,413 .8 Misc 0 0 0.00 Auxiliary 0 0 Sub Total = => 8,826 0 8,826 16 7,826 19 Sub Total = => 0 0 0.00 Ceiling Load Ventilation Load 2,022 0 -2,022 0 0 " 0 0 0 1,466 0 4 0 Ceiling Load Ventilation Load -614 0 0 0.00 0 0.00 ENGINEERING CKS Dehumld. Ov Sizing .0 0 Ov/Undr Stang 0 0 0.00 Cooling Heating Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 144 -1.00 % OA 0.0 0.0 Exhaust Heat - 474 -474 -1 OA Preheat Dlff. 0 0.00 cfm/ft° 1.31 1.31 Sup. Fan Heat 451 1 RA Preheat Diff. 0 0.00 cfm/ton 558.89 Ret Fan Heat 0 0 0 Additional Reheat 0 -0.00 ft'/ton 426.10 Duct Heat Pkup 0 0 0 Btu /hr-fN 28.16 -7.44 Reheat at Design 0 0 No. People 4 Grand Total ==> 44,704 9,333 54,488 100.00 40,821 100.00 Grand Total ==> - 11,568 - 14,402 100.00 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBI B /HR Leave DB/WB/HR Gross Total Glass Capacity Coll Airflow Ent Lvg ton MBh MBh cfm °F °F gr/lb °F °F grllb ft2 (%) MBh cfm °F °F Main Clg 4.5 54.5 49.6 2,537.7 78.3 63.7 64.9 60.4 56.7 62.7 Floor 1,935 Main Htg -14.4 2,537.7 67.0 72.1 Aux Clg 0.0 0.0 0.0 0 0 0 0 0 0 0 Part 0 Aux Htg 0.0 0 0 0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFIr 0 Preheat 0.0 0 0 0 Roof 1,935 0 0 Total 4.5 54.5 Wall 1,700 308 18 Humidif 0.0 0 0.0 0.0 n n Opt Vent 0.0 Total -14.4 0 0.0 0.0 Project Name: FEVIG RESIDENCE Dataset Name: C: \CDS\TRACE700\Projects\2012 \Legalization Dan.trc TRACE® 700 v6.0 calculated at 06:26 PM on 07/25/2012 Alternative -1 System Checksums Report Page 1 of 1 14144 fitt c1L wuttit-431,19 wog lAktki tti 4z ‘til■ S '124 6” rce r—o vw- \ 4 las 4i#11,e. 1( IA/ 4 \k r (ALIT 4fr e_74Poc, ¶12k-u/ IN et r44-- a. 11 55 .Cor?? ltrR-* -1/1 m4t-4 71 40, • ILO ( Gt V ex%k 454 50 I1C 4 19- to\ 1 tco (1)0-o 11St277 -1/1 to-ft 4 — 1,0`)71 1 -1111 ag- Gt- et, 6,_Ci D, CorTh 1 4 --LI 1 )"- #(; ,2_, j vvi3L Voc- a (7--G4 /I ssfei)1, - (Ciro 1-s 11,4,0 - trAi ?ANA_ via, (di tiv/ iPor 7) gIffic I 16311111111:11111,:' 444zL sfy 4._i97-Proe- vittPir. kill*: 4 I L*vt4r MECAWind Version 2.1.0.6 per ASCE 7 -10 Developed by ARCA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date : 7/24/2012 Project No. Company Name : Designed By . Address • Description . City Customer Name : State Proj Location : MANI SHORE.PERNIT 4 12 -1029 File Location: Ca \Program Files (x86)\MECA9iind \Default.wnd Other Structures & Building Appurta.nces MWFRS (Ch 29) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.92 = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Design Wind Pressure - Other Structures Elev Kz Kzt qz WP Pros Cf ( 1.32) ft psf psf 6.00 0.85 1.00 5.00 0.85 33.942 38.08 1.00 33.942 Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient) Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls easel Case 13 4 Cf - Force Coefficient Rd - Reduction Factor (1- (1- E) ^1.5) (;), Kz Kzt Qz Wind Pressure at Elevation 6 ft Notes: 1) Signs with openings comprising < 30% of signs 2) Force Coefficients for solid signs with 3) Case C only applies when Bs >= 2 t Wind Case C S S S Batuue • 0.85 = 1.00 • 33.942 psf = 38.083 psf gross area are considered solid openings shall be multiplied by Rd Balance S S S i Distance from Cf Ks Kat 0 Wind Pressure @ Distance psf psf leading edge ft Force Coeff. From 0 to 6.0 From 6.0 to 12.0 From 12.0 to 18.0 From 18.0 to 50.0 2.86 1.86 1.38 0.82 0.85 0.85 0.85 0.85 1.00 33.94 1.00 33.94 1.00 33.94 1.00 33.94 82.63 53.55 39.70 23.77 RdC - Reduction Factor for Case C (1.8 - S / St) = 0.80 Note: When S / at > 0.8 then Cf must be multiplied by RdC. 16414 Ar c,4; I1 '11)4.m ftku F 9P0 0:96f Il•w*) ff J- 6- (1') b P ti' 2-4-92(.04 ( ».294 I IZ t r.1. Ski-t7,‘ f Q 0 ` °D C- 1) ,y . .I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174451 Permit Number: RC -6 -12 -1029 Inspection Date: March 19, 2013 Inspector: Bruhn, Norman Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: GLA ENTERPRISES INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Alteration Phone Number Parcel Number 1132060142870 Phone: (786)443 -5209 Building Department Comments INTERIOR REMODEL /—T-Z) Inspector Comments ■Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 19, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 HR DESIGN ARCHITECTURE AND INTERIORS, P.A. March 13, 2013 Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 RE: 9520 Biscayne Blvd. Dear Building Official, As architect of record I have done a visual inspection of the construction at the above - mentioned residence and have found that the construction is complete and satisfactory. The work was completed and is in compliance with the construction documents that were submitted for the building permit at the Fevig residence located at 9520 Biscayne Blvd. If you have any questions, please feel free to give me a call at 305 494 -7160. Dan Robertson Architect AR0011725 HR Design 1200 WEST AVE. #1103 • MIAMI BEACH, FLORIDA • 33139 PHONE: 305.494.7160 • DAN@HR-DESIGN.COM Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 184342 Permit Number: RC -6 -12 -1029 I Inspection Date: February 07, 2013 Inspector: Bruhn, Norman Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: GLA ENTERPRISES INC Permit Type: Residential Construction Inspection Type: Window and Door Buck Work Classification: Alteration Phone Number Parcel Number 1132060142870 Phone: (786)443 -5209 Building Department Comments INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS True See attached report. NB Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 184213. CREATED AS REINSPECTION FOR INSP - 184192. CREATED AS REINSPECTION FOR INSP- 183805. CREATED AS REINSPECTION FOR INSP- 183768. CREATED AS REINSPECTION FOR INSP- 183763. CREATED AS REINSPECTION FOR INSP- 182920. CREATED AS REINSPECTION FOR INSP - 174458. Window buck inspection is required first. The bucks must be PT and attached properly. Clean up, unsafe work site, remove debri and nails. Stopped inspections. NB I met with the owners, the owners friend that is helping and the designer (architect). The buck work is covered and must be exposed for inspection. The kitchen window buck that was viewed to be installed with the wrong product and improperly was removed and replaced without inspection. The stop work order was violated and work continued. I requested to meet with the contractor but he has been unavailable for several weeks. I gave my cellphone number to the owner and requested that several openings be exposed for inspection. I will return to the site for another inspection today. NB Second visit today. Window buck at kitchen at head is not attached to Failed !, Correction Needed ■ Re-Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until concrete. Furring exposed at other openings, requested that buck be exposed. NB Third visit today. No window bucks were found at bedroom jambs. Provide revised detail from For Inspections please call: (305)762 -4949 February 08, 2013 Page 1 of 2 HR DESIGN ARCHITECTURE AND INTERIORS, P.A. January 20, 2012 Norman Bruhn c/o Village of Miami Shores Building Department 110050 NE 2nd Avenue Miami Shores Village, FL 33138 RE: Fevig Residence 9620 Biscayne Blvd. Dear Norman, Thanks for your help during the construction of the Fevig residence in doing your job with the inspections and making sure that the contractor is following the current codes required as per the Florida Building Code. I have reviewed the following items: 1. I have seen the correction of the kitchen window framing in which the header was brought down with concrete in order to fix the size of the window opening. The pour was done according to the sketch that was provided and I am satisfied that the work was done according to the detail with a solid concrete pour with the rebar reinforcing as specified in the detail. 2. I am enclosing a detail showing waterproofing for the window installation. I have visually looked at the window installation and am satisfied that they have waterproofed the exterior of the window frame in compliance with the detail provided. 3. I have seen the installation of the insulation. The insulation is not the correct R value but has been installed properly. We are currently working on different scenarios to help compensate for the lower R value and make the house compliant according to the Energy Efficiency Code requirements. We will be submitting energy calculations once we have this situation determined. 1200 WEST AVE. #1103 • MIAMI BEACH, FLORIDA • 33139 PHONE: 305.494.7160 • DAN@HR-DESIGN.COM 4. I have visually inspected the drywall installation and have found that it has been installed in compliance with the Florida Building Code. Please feel free to contact me on my cell phone and let me know if there is anything else that I can do to assist the inspection process so that the owners may be able to final out their permit to the satisfaction of the Miami Shores Village Building Department. Again, I thank you for your patience and assistance with this matter. Dan Robertson HR Design AR0011725 HR DESIGN ARCHITECTURE AND INTERIORS, P.A. 1200 WEST AVENUE SUITE 1103 • MIAMI BEACH, FLORIDA • 33139 PHONE: 305.672.5658 • CELL: 395.494.7160 16' BOUNDARY SURVEY _o 43 Nt• N ce 1st c O 0.70' O O O n t Y a) U L O 3 J d m 0 (v 0 cki J _y L 0 14 GR1.API:TIC SCALE 40 1 inch 20 ft. NE 96T t, st, 40 0 S C A'I�N� -- (100' TOTAL RIGHT—OF—WAY) POINT OF CURVATURE LOT 1 BLOCK 75 • RECORD= 154.98' ••• V".. • LOCATION SKET+ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 184193 Permit Number: RC -6 -12 -1029 Inspection Date: January 14, 2013 Inspector: Rodriguez, Jorge Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: GLA ENTERPRISES INC Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Alteration Phone Number Parcel Number 1132060142870 Phone: (786)443 -5209 Building Department Comments INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed ! Inspector Comments CREATED AS REINSPECTION FOR INSP- 184093. CREATED AS REINSPECTION FOR INSP- 174456. NOT READY.JR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until January 14, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 414-- tee() 112 I Id fL211.7i ZS- r is 1i10,.a1ll>' R. � 1-g2.1'211111112' 4411'-'11 w PAIL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174459 Permit Number: RC -6 -12 -1029 Scheduled Inspection Date: February 14, 2013 Inspector: Bruhn, Norman Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: GLA ENTERPRISES INC Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Alteration Phone Number Parcel Number 1132060142870 Phone: (786)443 -5209 Building Department Comments INTERIOR REMODEL Passed ;. J Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments DOOR ATTACHMENT February 13, 2013 For Inspections please call: (305)762 -4949 Page 4 of 22 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w/wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant ( Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- land E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode otro NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Pagel Jeld -Wen, Inc. MR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified' Testing Laboratories, dated 11 /11 /2001, signed and ' y '. esh Patel, F.E. (Submitted under NOA# 02- 1211.18) 1' E -1 Jaime D. t ascon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld -Wen. Inc. (OM NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. Jaime D. Gaston, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -2 .875' TV. 74.8" M4x. 0A FRAME WWI .125' lac 15.5' MAX OA 120014H FRAME WITH }4' MAX O.A. PAM. am OEt�RAt.Id0TE3 1. THIS PRODUCT IS DESIGNED TO COMPLY NTH THE CttRAENT FLORIDA MOOS CODE AND 18621 mom HURRICANE ZONE 9m¢' 2. WOO BUCKS BY OTTERS. MUST RE ANCHORED PROPERLY 70 M 8171 LOOS TO 77E STRUMS 3. PRODUCT AAOHORS SHALL RE AS USTED AND SPACED PER ANCHM LOCATION ORAVANGS ANCHOR FONT 10 BASF MATERIAL MAU BE BEYOND WAIJ. MESSING OR STUD. 4. SEE TASLE 1 ON THIS SHEET FOR DEEP SOMME RAMS. 8. DOS PRODUCT : ±qxr, THE AVER SRS FOR '1NHZ' Z0N5S. SEE THE DEMON ',s .. r, CH14T BELOW 6. DOORS ARE IMPACTED MD DO NOT REQUIRE MIAMI-04DE APPROVED NMI RESISTANT SHUTTERS. 7. 81.181 -0400 APPRNED IMPACT RESSTANT SHUTTERS ARE REQUIRED FOR S7DE fE.s. 8. MUTES ARE AN OPHON AND CAN 80 USED by A S14010 02 QOtt16E CCYPEINATINL 61.25' MAX MAME HECHT 80' 0A PANEL 18 minalegammegmemeagmosueem 24 go. 4020 minimum 611c103sa, Calvardzed Steel A -525 co mock! quality - ANDO per ASTM 820 with overage minimum ytera strength Fy(ays.)=24.800 ppL polystyrene wTh 1.0 to 1.25 thief derby, by Door • Daei l Cmmatru•Bsm_ The au9e and Inseam pates are constructed from 24814, (0.020' min.) gawked steel The face sheet tops and bottoms are bent 90' over the top and bottom rails. The top LW. r 1 ateasums 1.62' wWe x 1.042' fdgh. The steel bottom raft is roil formed 0.021" gobadzed steel measuring 1.87' wide x 1.21' high. The sides of the fare sheet �e rol termed onto the LVL latch stile and Ponderosa Pine hinge slice which measure 1.67' x 1.0'. The Warier cavity le filed with polyoaane. The boa sheets are glued to the anbartvrene. pared • t•n rat- The sash Is constructed frmn• 2401. (0.020' mkt) galls .d steal The edges of the face sheet are bent 98' over the cone and gbcd to 11. The side12e panels are routed to receive the Ute Horns or the optimal Di* Light Francs. (See sheet 7 ter gluing dotage.) De Me frame we sealed w/ QSD gloving command on the exterior Ectwastadnatke The frowns ore constructed from Ponderosa Pine jambs measuring 1.25' wide x 4.5825' deep. The door and she head jambs are mortised and butt jobted to the side jambs and attached with {3) 160.41. 2' x 7/16' crown wire ate. The urdta use 0 standard bump fay Peruke threshold measuring 4.041' deep x 1.0' high The threshold Is attached to On franc with (3) 1807. 2' x 7/18' crown wire staples. EEOFiCfdlENTB 7Ns Iasi ^r y,lh 0925' 975' DP rol I THY EM" MAX PAM. 8)018' 8' MAX. DA a WON 83. 25' MAX 0A DLO. HEXWT 3775' MAX 0A FRAIS 14S114 ° MAX OA PAWL E7DH1 81.25' MAX 0.4 FRAME 80' MAX OA HEIGHT 0.825' 619E gunstock TABLE 1: 00081E OUI5WOP0 RMPACT UN1T (a�i MEWED FROM 0170802 �aa�n 3a'tu a1 .,i/1: 0J; 075" 10? MAX 0A FRAME WIDTH WASIPMAL - 75' 181.1.^ 39625" MAX OA BAR TIP. PANE. WIDTH 195' 36 MAX OA. PANEL KOH 8)810 SMEAMMUWEACI (pWY 0X07 W NON -714CT NjX tx. nose' :... 2.4A:i['L 80' 0A PAW. HEIGHT 81.25" MAX 0A PRME wow 15.5" Mgt 0A SWEa1E FOIE Wm111 14' MAX OA PAPia WIDTH 0.75' OMEN PRESSUE BOND -tm IRT En NUM 6 EEO 919E row use (1L ac x t 04 7/b MN- PNT =NS +e06/ Psi -70 Psi noun o e UAW A axe, XXq aao) 6/07 ini-geNT SWIM 0.57 Hal -57 oaf ate' PROTAICTREVisED 0.o vomplytva with mba Pled& P.c ^"p'mra N0 6' MAX OA alit. W@HI 83.105' MAX. OA DLO. HEIGHT E wan LNPACT OF OflO W NON - IMPACT ig t Woe. A1EI 9- 1 -0 soot N.TS. o . br. JWJ pan ov: S. S4FPELL. IMMO I204 S-2104 1.50" Mud. 0.25' Exia MAX. SHIM CONCRETE/ E / MASONRY 8Y OTHERS Vai � , .`r m ON DETAIL 5 81.25" MAIL 0.A. FRAME HEIGHT SEE NOTE ON SHT. 1.34" Mad. EMEL 0 1.75” Mad. L'1 Q 1.75" MW Pma THK Law-- n ' _ ' , C'tt�� . . .., OTL. i*ri • 80.0" MAX. . PANEL HEIGHT .825' MASONRY CONCRETE/ BY OTHERS 1.50" MIN. 0.25" MAX. SHIM CONCRETE/ MASONRY BY OTHERS MCKIM DETAIL 7 ON SHEET 5 SEE NOTE 8 ON SHT. 4 1.75" MIN. PANEL THK. SEE NOTE ON SHE 4 81.25" MAX. FRAME HEIGHT 0.125" Mad. GLASS 7HK Ail .1;1 r SEE GLAZING DETAILS, SHEET 7 SEE NOTE ON SHT. 4 SEE NOTE 8 ON SHE 4 SEE NOTE 8 ON SHT. 4 EE DETAIL 7 ON SHEET 5 1.25" MW. EMB. 75 50" MIN. EDGE 4i1111. y1 k X77 _ 4['' eri SEE NOTE 3 ON $HT. 4 ffi 80.0" MAX. 0.A. PANEL HEIGHT SEE NOTE 3 ON .4 CONCRETE/ MASONRY BY OMENS 1r77 . xr :ii.j t. )Fi ,71. 1111 11111EMAIIIII lU.2.217 tar f Af17 Tr x Pr x al 1/117 1t l l.t:r ra I yrxx II Ern. .311Cti < .t 117,. L £iii ___ WIN 'at- a':JILL( -' • t7L- 1 ??L:1111 7;lti71. 7:;) YCa3. 11I7[ "' 1Lax..L1:jv.3._71r 1111111 1 111111! .ic .i r, �1r! 1 i >- X71 T'1(�iY -L- A''rigi13T:.. -73 i E4 irmr 117�7Lii • . L= �Cy =T111111 LY'«3 .NtiT TTY fT..t ?1,d . x-1-7 , , ,1, NEN �1'mi'���i' ?.T. 10[+T.1PliErriET :aill it iEr2 � =m1 11111E7 Fr7F...!_i6Ejsamre. Elja! x,—::ti�:r i7AID<.rt iiD1•NMI= WTI Ci7LV.AIEYS11fEllFA:;E..qE.Y.T.DIIIIIIIIIIIIIIIIIIIFF trill TAMA 111W--11,741111111 Val r.../ 1�Y a,'L � IIIINPxl1111111 1 r. ;/I'ir raT:i` iAca+ 7a i MICTE WTI rlZ] uryx i1•EY/yx# C3L17',ciiui :E ;x Y1 Lim! rn x l 11111^ "tom Eil1 = +^iL7.i.'_Lr'�Z.fT.'��7Lf�ii; 11k7<31�'!.�T.`iL�.1"<`I?,n 7�7t�T?1♦ WTI Et"` r1 . x'31 113. ETA E� r 1[71;fx r, 4i: TP:ir:11 ,111kriiiM<7�LiCI)E7Lirl1.lfI ill rF11[%tie f.. 1 ] rx T7'' x 111111fE P:3 Fi Try ''r iiaa 7's ar—T? Arc 1 iiv;.a.r' l•INI1111111111111 7t ='11111, ..tea .,. t, 1T ii.. �'.... ilfaL.L:iI' i.s.1liff-ifi <T_717 lanlxlfi _:! LAVAIIi iTG? Zr41ffffff111111111/11771. 7i [37[irrr412 rf 141Vla ;J: 2.1 :41Fitafi E 7hf c., ! j * 1 l F E1 11 r I : TIPI1r� y ,:75 7.. rt Ln, Y1= ?,. J♦1j1.L..1�1I.!5C!i:L j ?tl..y 71.1.1.. :r . L 111151474111111 Prepared B We S. WNW P. L Na. 41323 laAi We CIS NR WSW, at Ntlspolke 110. ffi0.! Phone 321 -690 -1769 Fax 321 -690 -1789 nob 9 -11-01 saw N.T.S. aaa an JwJ axx an S. SAEFEII DRAWN Ms 3 -2104 SIN NOTE 4 ON SHE 4 SEE NOTE ON 911 4 PR0DUCFREV1SD ascomplyinsughlhaPladda BundfleCodo AcceptemceNo Expiration EU= 1.7r UN. PMEL ././ty,./fr/.5..2........:.• L . ,/•„.7,..,,...,.: ,,,./.,//..///,./.. •, ,/,.,„•///,.•.••....„•. ••/,./..//4,..v.:...1....,. ..• ::..,.. ..: ,... SEE DEM. 5 ON SiET 5 SEE DEMI 5 COI &HT 5 COVCRETE/ MASONRY Ones 'Cal= BY OTHERS 1.5O MN. INED. 0.25' MAX SINE 4102k ‘2,4, r 1,Y17 • :7147 0.21" MAX. SHIM 1.50• aalo. SEE NOTE t ON SHE. 4 co 0 00@ cpze ASTRABN. THROW Sous (2) RA4 (1 on) �JIDMr 9.0" LI AT TOP & NH= SEE tOSTE 1 VT. 4 1.75" TM PANEL 1KK proui. OW& TO SIRE ATTACHMENT NOTE: HEM 24 NOT SHOWN 7116 MY FOR WATT. PRODTXTRIMSED =complying whhtlizFladda 11.04inse.ork Acr,c74.aval.lo awl MEd Divis4a SEE NOTE 4 ON so. 4 SEE DUAL 1 Oti Tie SKIT 44 _ !kJ, *Y- 3'1,1 • T. -7TeT1 Ma* P. IL N. 41323 tam topollena. We 020 11032421., 32930 an ammo of Ilalletafta MS 1M PM= 32f-69047W Fax 321-590-1789 SEE NOTE 4 ON SHE 4 PRODUCTREVISMI asoomplgiogwithamflar515 Building Code AteeptanteNo0.., A ,r4 ■•• SEE NOTE 3 OK MC 4 =RE 1.75' MIL PANEL 118C • ' `7'lliwk' " ., ' . '' ; \ 1 -,"•//4 .// //,'. (-///7/./ /*/ '/./././ ////7/, ''.4://, ..4./4-,.//, • - . !...:•:• : -:•-, - • . ' ' ••• ' '......••• •••1.; s..s .; , •••...• •,.-• : ....••• .••••.-• . .,.. :,.- • ., ...., :.• .-.-• • 1 • 1 SEE WEIS ECTALS, SHEET 7 SEE NOTE 6 ON SIC 4 sa NNE 2 MI SHE 4 37.7. 1101! 6 04 451417 4 56174017.5 EN SHE 4 0.75' SEE DEM& 5 ON SHEET 5 ars' • SEE MAW DETAILS, SHEET 7 Ni2na; 1. SPAC6I0 FOR ITEM 128 DIE 110 x 1' P114 SIMS ATTACH= IKE (MAL ASTRAGAL TO THE MIAOW DOM 15 AS FOLLOWS: FROM THE TOP DOWN & THE LENTOM UP; I.0 25', 4.0'. 16.0' & 26.1f. 2. VAC= RN 11131 123 THE 18x 11/2' PLASTMEW 15 AS FOLLOWS: 70P & (MOM. HORIZONDELY. SEEM 1111 3.0' Ni Mom mai cam 96I ARMY- 10 11:1147. SIDE= Ma Jr. 264 39.0"; 52.0" & 3. SPA= FOR 1101 131 77 1117.4 x 3/4' WW) 18811118. MOWN De QUARTER ROWS TO DE SEMITE AND ITEM 151117. la I A Muni NAL MOM THE MAUDE QV 70 1147. MILUEN 818 vE119440y, 15 45 FOWNIM 11?&1922ALECIBIZMALLMILTILWAINSUCea 1.25' Di FROM EACH CORNET willf (1) NB-SPAIL MI ?HE S1011111fRIIPLLY ROW VW' 41,067ER ROLM & MUWON CAP); 1.25' FROM EACH 9 II & EX MORE EQUALLY SPACED ON THE t mei Ames DE SINE PLATE TO DE JAMS AND DUCK La nal 125, A 18 x 2 1/2' PRI WOOD SCREW. WHEN MTACIENG THE SnacE PINE TO 1117.84119 AND MBE 841113 AT THE MULLION USE DEM 124, A 18 x 2' 91114 8000 SCASEt 5. 51'A01940 RAT ITU 125 187. 18 x 2 itt PRI WOOD SCIMS AMEN 1147. 841185 TOMER AT DIE saluON. IS As mew 6.0' PROM EACH WM* CORNER 61114 (4) MORE SCREWS MALL? 88466) ON NE FELD, 6. THE MOE PANa IS SECURED 6410 DE SMITE JAM9 W/ 47711 129 SUC01( MAX Mt TWEE SIDES AND 3/8" QUARTET 8077405 56648571 1871447711131 5840 1851 NAILS x 3/4' LONE 7. IWO MOWS DE HINGE TO THE IND ND BM 4457. 177.11 127 A 110 x 9111450620. 0158 47840147110 DE WNW TO DIE WO AND Sean 4458 AT 11C liuwoN u s E REV pa, A 110 9 3/4' P119 8060 MM. 8. SPAM FoR Ilaf 149 1715 18 x 9 1/2' PANHEAD SCREW (TRW WEENIE ) 45 AS FOLLOWS: mug LTIEFRAME FROM THE 7091 00811 MICAH; 3.25 18.0825", .32.6126r, 47.5625' & 82.52E 91ECLITE LITEFRAME TOP & BOTTOM FROM THE LEFT: MT (9) 547150 47 4.4375". 9. ALTEMIATE IHSTALLABON ANCHORS 0 F EQUANLEIT PEIFORMANCE CNARAC115115140S CAN BE 1456)41910444898011485187. ARCM1ECT OR DICINEER OF RECCIM F 0 R THE PROJECT 01 26844441400. 10. ME NEM /51 WHEN MSTALL9X 41110 WOOD SISS7RATE AT HEAD & ass. uSE ITEA 125 MTh NSTAUAW INTI) 16611011S. USE DEM 116 %TIEN &OWNS INTO CONCRETE/WORRY SUBSTRATE AT =VIE SILLS. SY oficis (1) CEIONs1 SHTN°743 6 OCei PRODUCTREV1SED escargyinnichtltoliet153 1Mkftri; Calla Az:4W.= Mr L-pirzatent DMA= 1 585 01.42640 DEM% SHEET 7 0.125' MR GLASS THE EXTERIOR INTERIOR SEE PETE OK Eft 4 NOTE 6 ON SHE 4 57.7. 09745. 5 OK sHEET 5 0.25' MAIL StEM Prepared el: I:14) FlortdcTi.- t 41. 41333 1535 Cosamilinr 4ia. fdia RoakleSee, fIar655 35585 INPI WWI, eV Athodeette NO. 2693S PIA ILC Rum 321-890-1788 Fag 321-00-1789 OW= 504 S-2104 age 4 _cf..1_ 74.8° MAX 0.A. ROME NM -- /- ONNSsot. mzs• fie 0A FR4ME X714 4.5• nP— rTra- 3. TV. —j r TvP 8• TYP r SEE OLTA9. 4 ON TeSHT s. SPACES 0 13.85' PRODUCT _ the Florida es caraplyire alx°M° • .15" UNE ,i ;01.. !.117J4'; f, G/AG 9- 1-01 80ALE ALTS. Cl6. ®14 JWT CNN. 88 B. SAFTELL ETaa. a- o► .iar� nETaa 3- o y MLA ASTRAGAL SMOKE PUTS ASIRACAt S1R&ff RAtl HMS 1D Ina & ow SAT PLA TO ASTRAGAL SAME PLATES TO JAMB 2R + ?■1i dl `D'd 11 1. �Pli. PG R §ir. Wilre. t 1 OVL UTE PRWE AVE PIE 1/8' TEIVERED SPMTEOf PCXYCOM PP5530 C13 YAW UTE.• r 11601A1EO 115 CLASS LUFOY EU -5507 O. Y'IOtG mar MP. 0,250'm GLASS THE. BASS SPACE 0.125i TOP. 0.50 .a x .5 GLASS aAS'S 00E10EPT ENE SIEEL MIR eflAZINC. OEM TRW WE RAE 1/2` woo Ow CLASS' WPOY 151-5007 Erb 7.1 Redd' P. 1. No. N NR WNW. d ri4ftn N. MO a d Szpitaikmpate DiViSke ?PODUCFP*WSD as comply :my w9b Ure Fide EaidngCu. Rcrmtcae • • 4 g „ Prepared By: avow LLC Phonic 321-0 -1799 Pmc 321- 6S0-17MI age 9 -11-01 Stab 1LTS. DWG. VA As{/ Got as S SAFFELL oONSa N0: S-2104 - 1.67" [fLIFT1.21. 12 STEEL 1.67. 1 1.0e -L vs. cur • 1.042' 1.25° PONDEROU PPE WOW OLUILLAMME LVL emaLUE.M, at FINER JOtaro POD PYE -1 r- 0.0 -1t.otr —1 h 0.125* 011-1111:71:50' OA' 8 saga 0-LON ON 650 -1t41./IF7i)7(%7 Mir x SO" LONG 1.54* Lir e LI P1XYAVOP. 1:• 1.25" or 1 0.375' 0275" RI" au' L_1 L_ 1.75" ATM HAS IWO 0.3125' 01 A. x LONG BOLTS; 1 011 1/X 1 414 EOM —I1- @AVIAN 1.74' 2.04r. L 0 0 0 �094- oar 0 "66 01121("ia- 11.975" CI PP 184V14 E OH LP09) 0 J tainumuunes 4' x oar TEL STEEL 1.00* mar moDucr asmact =plying with du magi r- 1.71. --"-nanalz cad* Acavosee tOtS S NA. MIS 65H FERDWARE USED 4.041' 8 400RUDEUIRS5C1WeinigaPET(0 • EH WOOD INSERT OFINGER ANTED PONDEROSA PPE 122Q9.MUILMC P.. N 41323 1533 coma APPirew. 22414 C25 Rtektape, 32455 ;OK erallied• killadadlea 111111711 PM Lit Phone 32f-60-1788 Fa* 321-690-1729 9- 1-0 sm. ELS. ova en XI vex at SAFFELL WNW NO.: 5-2104 03/07/2013 14:18 3052645332 �1{ s JIMEN ZAINDC2.---10 O PAGE 01 i 4°' Yom` s��Z 1 DATE (NrM /opiYYYY) _ .- CERTIFICATE OF LIARILI IN URANC 03/07/13 THIS CERTIFICATE IS ISSUED A$ A MATTER OF INFORMATION ONiLY AND CONFERS NCi RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. 1MPOkTANT :.If tho certificate holder Is an ADDITIONAL INSURED, the t p0114)410Ej MUM be endorsed.' 1f SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on MIS Certificate does not c nfer rights to the certificate holder in tied of SUCK cndorsement(s). • PRODUCER rIF TACT JULIO JIMENEZ- - PNOEE. _...... ', Jimenez & CO., Inc, N,G,Iidc.Ext):-•_ (305) 264'9900 - 8000 Coral Way DRi�$$ :. luiiogjlmenezendcompanyodm Phone FL(305) 284.9900 Fax 2645382 nagURER p; LANDMARK AMERICAN INSURANCE INSURED INSURER B : CITY CONNECTION AIR CONDITIONING REFRIGERATION INC INSURER C: 10304 SW 130 CT INSURER D : FAX ( N�1 (305) 264.5382 NAIL II Miami, FL 33106 (305) 335.3456 L INSURER E r • COVERAGES CERTIFICATE NUMBER: REVISI e N NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED AB. VE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT W H 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 CONDMONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L a TYPE OF INSURANCE ADE UBR ppppLIC�Y�E�F� POLICY EXP IDISR INSR 1yyo POLICY NUMBER taitiD, MMIpp/YY PTI LIMITS GENERAL UAaILITY A Imo: COmMERcIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE R OCCUR D GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY. AUTOMOBRE LABILITY �] ANY AUTO � AUTOS NEO La AUTOS CI HIRED AUTOS ❑ ASS NEO ❑ ..... ❑- ❑ UMBRELLA MB ❑ OCCUR 17:1 excess UAB ❑ CLAIMS-MADE o• L .I DED Q RETENTIONS WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y 1N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? �� (Mandatory in NH) Eyes, dett1 be der DESC Un RIPTION_ OF OPERATIONS below ,•, ._ N /A LBA174758 07/03/2012 07/03/2013 CURRENCE S 2,000,000.00 TO RENTED S (Ea. occurrence) An one ereoni $ 100,000.00 5,000.00 PERSO AL & ADV INJURY $ 2,000,000.00 _o_ENER. ,AGGREGATE $ 2,000.000•0 PROOUCITS . COMP/OP AGG S 2,000,000.00 Olu�l D (E: SINGLE LIMIT e occ(d nU $ $ODILY I JURY (Per Flamm) $ BODILY INJURY (Par at:01*mi� $ PE n_AMOE.. o EACI1. AGGRE DESCRIPTION OP OPERATION—S-7 LOCATIONS 1 VEHICLE$ (Attach ACORD 101, Additional Rcmnrlcm Schedule, If more WW1 15 required) CERTIFICATE HOLDER VILLAGE OF MIAMI SHORES 10050 NE 2 AVE MIAMI FL 33138 Fax: 305-756-8972 ACORD 25 (2010/05) CIF CANC TION S OULDA YO E E PIR TIO CCO D E AUT [$ CURRENCE TE 61�MI,TS ❑ ER 1 ACCIDENT E - EA EMPLO E . POLICY LIMIT THE ABOVE DESCRIBE ATE THEREOF, NOTI iTH TI5POLICY PROVI ENTATIVL POLICIES RE CANCELLED BEFORE E WILL BE DELIVERED IN >IONS, ®1988.2010 ACORD C RPORATION. All rights reserved. e ORD name and I go are registered marks of ACORD APR 12 2013 BY: TaVA-0 1,-v% is s C-, Ti i 9 5 7_0 i s r� 6k v 1�1i t L --31 1-1,-.; 5 \,e---4eAr S 4-c3 J� V 1-Z -10 3 t5e vt.s - x. \kjg— k-A-ASV\ s cerir y cc vl� r. w of k k. 0 Miami Shores Village Building Department 1050 N.E,2nd ALvenue, Miami Shores, Florida 33138 '_- _ tel 13 ()5) 795.2204 Fax (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 ROOFING Permit No Y 1 1 053 3 Master Permit No. OWNER: Name (Fee Simple Titleholder): 1( -Nevi° or �cL o.-, ✓11 Phone #: 3® -2-c - `i 47 Address: 151 OS .-xc) r� Co u{ ' J City: k o r- '' 0-Co' i State: i`ivv p 9. zip: 3') i c`31 Tenant/Lessee Name: 0 / A- Phone#: /U % ,4 Email: 9 (u-A"`3L1 A--'1---L3 k . CO .v". , JOB ADDRESS: 9S � s C� - `V City: Miami Shores County: Dade Zip: 3 313 5 Folio/Parcel #: Tom., Is the Building Historically Designated: Yes X10 Flood Zone: CONTRACTOR: Company Name: LA E 54 ) l ' Phone#: 9e6 "°. - Szoci Address: R100 M 3,?' e1. -4.-1214 City: .1 f Yl y t Sls2s. 13+2; c1.1 State: n-- Name: (11' c) t'OP N G1SO 2� )) State Certification or Registration #: `� Certificate of competency Contact Phone#: S6 - 443 °5209 Email Address: 6V l•VF124%41®O Lv. <-- $ i P @,C°3 l flA- t 1. - CCpVj — \`P e #: Value of Work for this Permit: $ 4 Square/Linear Footage of Work: Type of Work: °Addition °Alteration °New DRepair/Replace °Demolition ,fj,, �,,Q Description of Work: eQ at 1 4 0m rs i AJPod , Phone# — 4413- 5 20 DESIGNER: Architect/Engineer: **** * * * ** u.u**** * * *** :** * **x: ****•x•x**.x*** Fees****. x. x. x*x:• x**** ** x• x• a• *x•* * ****a•*** **.x.x*.x *•x***** pc) Submittal Fee $ Permit Fee $ 00 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ e ' • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 acknowledged before me this g day of c:�` ? , 20 01, by who is pe ho has produced Signature Contractor The foregoing instrument was acknowledged fore me this day of —hall , 201'7-, by who' e or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Conunission Ex s* ** * MY COMMISSION # EE 150823 My Commission .4, MY COMMISSION # EE160223 EXPIRES: January 17, 2016 EXPIRES: January 17, 2016 TA 13onded Thru Budget Notary Sakes ''''roF Fo'' 4,onte. Beaded Thru Budget Notary Services APPROVED BY -677:1 Plans Examiner Zoning NOTARY PUBLIC: Sign: Print: Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I Inspection Number: INSP- 185800 Permit Number: WS -5 -12 -942 Scheduled Inspection Date: February 19, 2013 Inspector: Bruhn, Norman Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: WINDESIGN INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060142870 Phone: (786)316 -8936 Building Department Comments REPLACE EXISTING WINDOWS AND DOORS WITH NEW IMPACT RESISTANT. 14 WINDOWS AND 2 DOORS PERMIT REVOKED. The work shown on plans is not the work being done. An additional set of plans have been submitted to show alterations to the existing structure. NB 6 -21 -12 Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 174036. All ok except garage side door. Need PA. NB February 15, 2013 For Inspections please call: (305)762-4949 Page 21 of 32 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION RECEIVE SEP 0 7 ZOIZ FBC 20 Permit No. E.CJ Master Permit No. 10 21 Permit Type: BUILDING ROOFING JOB ADDRESS: 9S gisCoiyr _ IVJ. City: Miami Shores County: Miami Dade Zip: 3 3 1 3S Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 21 Phone #: .30.— 2- - i Z o Address: CI S Z0 6 ISC ✓— G I v c City: �, t S1�� -- S State: � Zip: �3 i � Tenant/Lessee Name: p if k Phone #: IV/ Pr Email: 50-4-44``d 1-2._3 9 2— 4"r cA 1 1 CONTRACTOR: Company Name: t,'1 co rlen t7SC�S trtG Address: /3-rc° ro6i7 r2-44 Phone #: '; ° "2o9 City: tany State: Qualifier Name: Ol` c) Zip: i Phone #: . 9' State Certification or Registration #: S-®9 Certificate of Competency #: Contact Phone #: ''4a Email Address: Ca- DESIGNER: Architect/En Phone #: Square/Linear Footage of Work: UNew ORepair/Replace ODemolition k Jvi S I Q .- ^ c- - L l r ■■ w S e1 /kit- Color thru tile: Submittal Fee $ Permit Fee $ ; '�� E CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ ********************************* Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 The for day o who • Owner or Agent wle gedtbefore me this 4 The foregoin: instrument was acknowwledg -d before me this €4 day of P ,2012. ,byEllll IerAlb L61)---, to me or who has produced V who is pa lly known or who has produced as identification and who did take an oath. NOTARY PUB IC: ent was ac 19;-by Signature Contractor NO Sig Print: My Commission Expir As identification and who did take an oath. Y PUBLIC:. ,o, OIL 4- 48 _la& Ern 0 P 1 ,. APPROVED BY V. CUBILLOS State of Florida My Comm. xpires • • n #EE 128810 „'' ; ss Bonded Through National No ar Plans Examiner Structural Review Sign: Print: My Commi (Revised 5 /2 /2012XRevised 3/12/2012) XRevised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) Its• s -Atiird es :LOURDES SUAREZ ? MY COMMISSION # D0964058 a EXPIRES April 30, 2014 (07)348 -1153 FIOddallotary8ervfce.com Zoning Clerk • MIAMMADE COUNTY DEPARTMENT OF PERMITTING, ENVIRON AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules materials. The documentation submitted has been rev Product Control Section to be used in Miami Dade Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date Section (In Miami Dade County) and/or the AHJ (i to have this product or material tested for perform in the accepted manner, the manufacturer \w immediately revoke, modify, or suspend the use of reserves the right to revoke this acceptance,: if it is d Section that this product or material faiIi to meet the refit item gc, , z -1029 77.1. I -DADS COUNTY TROL SECTION Street, Room 208 , Florida 33.175 -2474 .F (786) 315 -2599 .mlamidade o r g the use of construction Miami -Dade County PERA - allowed by the Authority of e County Product Control County) reserve the right roduct or material fails to h testing and the AHJ may in their jurisdiction. PERA ade County Product Control e applichble building code. This product is approved as described herein, andhas beemdesigned to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "300 StormSafe" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -49, titled "8-300 StormSafe Alum. Fixed Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 05/18/07, with revision E dated 01/20/12, 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' a. G: Large and Small Missile Impact Resistant LABELING: model /sorie noted h a permanent label with the manufacturer's name or logo, city, state, ent: "Miami-Dade County Product Control Approved ", unless otherwise shall be considered after a renewal application has been filed and there has been icable building code negatively affecting the performance of this product. ON of this NOA will occur after the expiration date or if there has been a revision or change terials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure o comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10- 0715.03 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0221.08 Expiration Date: August 29, 2017 Approval Date: April 26, 2012 Page 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -49, titled "S -300 StormSafe Alum Fixed Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 05/18/07, with revision D dated 01/20/12, prepared by A1- 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 a series 300 aluminum fixed window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF - 0525.01 -10, dated 06/09/10, and addendum letter dated 06/09/10, all signed and sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA No. 1 0- 0715.03) 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4115, dated 04 /09/07, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under previous NOA No. 07- 0604.05) 3. 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4111, dated 01/25/07, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under previous NOA No. 07- 0604.05) 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4112, dated 04 /09/07, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under previous NOA No. 07- 0604.05) E -1 Manuel .E. Product Control - finer NOA No. 12- 0221.08 Expiration Date: August 29, 2017 Approval Date: April 26, 2012 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS (CONTINUED) 5. 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -O7 -4113, dated 04 /09/07, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under previous NOA No. 07- 0604.05) 6. 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No HETI-07- 4114, dated 04/09/07, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under previous NOA No. 07- 0604.05) 7. 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07 -4110, dated 01/15/07, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under previous NOA No. 07- 0604.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by AI Farooq Corporation, dated 06/11/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA #10- 0715.03) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel Product Control E er NOA No. 12-0221.08 Expiration Date: August 29, 2017 Approval Date: April 26, 2012 E -2 SIW Imnact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 20, 2012, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4115, HETI - 07 -4111, HETI-07-4112, HETI -07- 4113, HETI --07 -4114 and HETI -07 -4110, issued by Hurricane Engineering Testing Laboratory, Inc., dated 01/15/25 and 04/09/07, all signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07- 0604.05) G. OTHER 1. Notice of Acceptance No. 10-0715.03, issued to SIW Impact Windows, LLC for their Series "300 Stormsafe" Aluminum Fixed Window - L.M.I., approved on 11/25 /10 and expiring on 08/29/12. E -3 Manue Per Product Control E:; r NOA No. 12- .08 Expiration Date: August 29, 2017 Approval Date: April 26, 2012 WINDOW WIDTH 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. B° MAX. ANCHOR SPACING AT CURVED FRAMES 12° MAX. ANCHOR SPACING AT STRAIGHT FRAMES SERIES 300 STORMSAFE ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /RXED OR FIXED WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MUUJONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUUJON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN .ON SHEETS 2 AND 3. WINDOW WIDTH 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 ANCF,(ORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAD. BE AS LISTED, SPADED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAI. SHALL BE 1IEYOND 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 METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAWMAIS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 12• MAX I HEAD/SILL TYPICAL ELEVATION 8° MAX. HEAD /SILL CORMS 0 a 8 IJON N < g U) UU3 a a c 0 THESE WINDOWS ARE FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT;t�;,. "• ? PRODUCPREVISED rik itrzi 134;1ft Co OTOFlorlda NO 0 4 SB < 0 Y O drawing no. W07 -49 (sheet 1 of 6 DESIGN LOAD CAPACITY - PSF pp�� F $ 1 /8° ANN. 0 1 GLASS SAFL6XIHT�6LA� BY %GLUTIA' I (� '' +'t' 1/8" ANN. GLASS ¢ F z a 3/18" ANN. O , s GLASS SAPLEXiI �P� BY 'SOLUT■A' 3/18" ANN. GLASS , '`O �� `� ■ 'WINDOW DIMS. GLASS TYPE A GLASS TYPE 'B' GLASS TYPE ,C' CLASS TYPE '5" WIDTH LENGTH EXT.(+) INL( -) EXT.( +) WT.( -) EXT.(+) INT.(-) EXT.(+) 917.( -) z ), g 0 7. 7VS 0 r {4� ,: $ �` F l 2 g 4K 01 120 28 -I/2° sr 9r 42' 48* 53 -1/8" 28" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 80.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 90.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 80.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 28 -1/2• 32" 3r 42" 48' 53 -1/8" 38 -3/8" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 80.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 60.0 70.0 70.0 90.0. 130.0 50.0 80.0 -/, � .I ; ._� k+. �' 57.9 57.8 70.0 70.0 90.0 130.0 BOA 60.0 57.9 57.0 70.0 70.0 90.0 130.0 60.0 80.0 �l� © SWCONE DOW CORNING 995 GLASS TYPE ' ( �l' �SUCONE DOW CORNING 995 GLASS TYPE 'B` 57.9 57.9 70.0 70.0 90.0 130.0 60.0 840 26 -1/2° 32' 3r 4r 48° 53 -1/9" 50 -5/6• BOA BOA 70.0 70.0 90.0 1340 �A �.0 BOA I.0 70.0 70.0 90.0 130.0 60.0 80.0 60.0 80.0 70.0 70.0 90.0 130.0 60.0 60.0 52.9 52.9 70.0 70.0 90.0 130.0 60.0 60.0 FOR LOADS LESS THAN OR EQUAL TO MIN. GLASS BITE CAN BE 5/8 ". GLASS TYPES A, B & D. ^ ¢3/e4^ 70 PSF 3/16° H.S. 0 l OVERALL GLASS .090° SENTRYGIAS BY 'DUPONT' I� INTERIAYER • 3/18° H.S. GLASS 29/64" 1/8" TEMAP. GLASS 1/4° AIR SPACE 1/8° H.S. , OVERALL .090" SENTRYGLAS BY L GLASS INTERLAYER 'DUPONT' 1/8" H.S. MASS - - 70.0 740 90.0 130.0 Boo 60.0 - - 70.0 70.0 940 130.0 59.4 59.4 26 -1 /r 3r 3r 42° 48" 83 -1%8• , 60.0 80.0 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 040 80.0 70.0 70.0 90.0 130.0 60.0 60.0 - - 70.0 70.0 60.0 130.0 80.0 60.0 - - 70.0 70.0 80.0 130.0 60.0 80.0 - - - - 90.0 130.0 28 -1/2° 3? 3r 42" 48° 53-1/8" 74 -1/4" 80.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 - - 70.0 70.0 90.0 130.0 60.0 80.0 - - 70.0 70.0 90.0 130.0 640 60.0 - - 70.0 70.0 80.0 130.0 - - - - - - 90.0 130.0 - - - - - - 90.0 130.0 - - 26 -1/2" 32° 3r 42• 4B" 53-1/8" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 - - 70.0 70.0 60.0 130.0 640 80.0 - - 70.0 70.0 w.0 130.0 60.0 6ao - - - - 90.0 130.0 - - L. lgiggi � S { S 0 fir-r- GLASS TYPE �' �■ - - - - 80.0 130.0 - - - - - - eoo 130.0 - - - o � DOW 'C' o �� NCORWNO 995 GLASS 0 TYPE _ DOW 'D' CORNING 995 20-1/? 32" 4? or 33 -1/8° 84° 60.0 80.0 70A 70.0 90A 130.0 640 60.0 - - 70.0 70.0 90.0 130.0 80.0 60.0 70.0 70.0 80.0 80.0 _ 80.0 130.0 - - - - - - 90.0 130.0 - - - - - - 00.0 129.4 - - 7/L8" OVERALL 11/18" OVERALL • EL DUPONT OE NEMOURS & CO. INC. L 28-1/2" 32" 3r 0.r 0.e• 53-1/8' 88" - - 70.0 70.0 90.0 130.0 80.0 80.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 - - - - 90.0 130.0 - - (m.' gsm$ss G ^ o o ° • - - - - 90.0 128.8 - - - - - - 90.0 119.8 - - NOTE: GLASS CAPACITIES ON THIS, SHEET ARE o < m F_ v o . - - - - 840 111.8 - - ze -1/2• 32° 3r a? 1aa' - - - - eo 0 130.0 - - 0 8 BASED ON ASTM E13@0 -b4 '(3 SEC. GUSTS). - - _ - 940 130. - - - - - - 90.0 130.0 - - ,�A.y4ppg,, ytA,`RE CAN. ' I � ��f.j w�, .„1.41 O1,..: ; /' .. I (�C� . .'�. { : , •ll •ittp ' PESDUYTREVIS V 9 d9igCode .,. '� - - - - 90.0 122.5 - - 26-1/r sr` 3r 4? 120' - - - - 90.0 130.0 - - • NOTE: TOOTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR NIOPoZONTALLY AS SHOWN ABOVE. - - - - 90.0 130.0 - - �,' .... two .iT,, ,A, '.717 t, . �� ; � ,-,4� - - - - 90.0 130.0 - - t drawing no. W07 -49 - - - _ 90.0 112.4 - - 26-1/? 32' 3r 128° - - - - 90.0 130.0 - - - - - - 90.0 130.0 - - - - - 90.0 130.0 - sheet 2 of 6 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W 1. U WINDOW DOSS. 01.688 TYPE A' GLASS TYPE 'E 01468 TYPE 0" 01.088 TYPE 'D' 71ND07 DIMS. 01.609 TYPE A' SLAW TYPE "8' MASS TYPE c' 01468 TYPE 0' 11074 LEN076 Exr.( +) INL1 -) 00'.( +) us.(-) EXT,( +) 94T.( -) ExT.( +) so.(-) WIDTH 24° 30° 36" 42" 48° 54° 60" 66• 72" 78" IETW7H - 00 Ear.( +) 80.0 mg-) BOA EnL{ +) 70.0 841.( -) 70.0 EXI.( +) 60.0 m7.( -) 1300 O 0 0" j a. 8 CI 8. g g 7Mn C 3, t E e �7 1 Q I eLl( 24° 30' 38" 42" 48' ° 60- 68" 72" 78° 84' 88 38° 80.0 60.0 70.0 70.0 800 130.0 800 60.0 Exr.( +) 80.0 o0..( -) 60.0 60.0 60.0 70.0 704 90.0 130.0 80.0 80.0 - - 70.0 70.0 90.0 130.0 60.0 90.0 60.0 60.0 70.0 70.0 90,0 130.0 80.0 60.0 - - - - 90.0 130.0 - - 60.0 80.0 70.0 70.0 90.0 130.0 80.0 80.0 - - - - - - - - 90.0 90.0 128.8 119.'5 - - - - 60.0 80.0 70.0 700 90.0 130.0 80.0 60.0 60.0 80.0 700 700 90.0 130.0 60.0 60.0 - - - - 70.0 700 - - 80.0 60.0 70.0 70.0 90.0 130.0 80.0 60.0 - - - - 70.0 76.0 - - - - 70.0 700 60.0 80.0 - - - - 70.0 70.0 - - - - - - 70.0 70.0 60.0 60.0 - - _ - 70.0 70.0 - - - - - 70.0 70.0 80.0 60.0 - - - - 69.8 68.6 - - .a07E: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS *KAN ABOVE. FOR LOADS LESS THAN OR EQUAL TO 70 PSF MIN. GLASS BITE CAN BE 5/8 ". GLASS TYPES A, B & 0. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTTd•E1300- 04•..(3 SEC. GUSTS). i• - - - - 70.0 70.0 60.0 80.0 24° 30' 36' 42" 48° 84" 60° 88° 72" 10• - - 70.0 70.0 90.0 130.0 60.0 60.0 - - - - 70.0 70.0 - - - - - - 90.0 130.0 - - 24° 30" 38• 42" 48 " 54' 60° 66• 72" 711* 94° 88' 48" 80.0 80.0 70.0 70.0 90.0 130.0 600 80.0 -• - - - 90.0 130.0 - - 80.0 80.0 70.0 70.0 900 130.0 60.0 80.0 - - - - 90.0 122.8 - - 60.0 80.0 70.0 70.0 80.0 130.0 60.0 60.0 - - - - 70.0 70.0 - - 52.9 52.9 70.0 70.0 90.0 130.0 60.0 60.0 - - - - 70.0 70.0 - - 46.3 46.3 70.0 70.0 900 130.0 80.0 60.0 - - - - 70.0 70.0 - - SIW IMPACT WINDOWS LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL 33445 T. (561) 274 -9392 FAX. (561) 274 -9262 - - 70.0 70.0 90.0 130.0 60.0 60.0 - - - - 70.0 70.0 - - - - 70.0 70.0 90.0 130.0 60.0 60.0 - - - - 69.8 89.8 - - - - - 70.0 70.0 - - 24" 30' 36" 42" 48" 54" 60° 120" - - 70.0 70.0 80.0 130.0 60.0 60.0 - - - - 70.0 70.0 - - - - - - 90.0 130.0 - - - - - - 700 70.0 - - - - - - 90.0 130.0 - - - - - - 700 70.0 - - - - - - 90.0 112.4 - - - - - - 70.0 70.0 - - - - - - 70.0 70.0 - - 24° 3 " 38" 42" or 54" 60• 99" 72" 79" 84' 88" 80" 60.0 60.0 70.0 70.0 604 130.0 60.0 80.0 - - - - 700 70.0 - - 60.0 80.0 704 70.0 90.0 130.0 80.0 60.0 - - - - 70.0 70.0 - - 60.0 800 70.0 70.0 90.0 1304 60.0 60.0 24" 30° 36" 42' 48" 54° 80° 126° - - - - 90.0 130.0 80.0 600 - - 70.0 70.0 60.0 130.0 p.0 60.0 - - - - 90.0 130.0 - - - - 70.0 70.0 900 130.0 800 80.0 - - - - 800 130.0 - - - - - - 885 127.9 - - - - - - 70.0 70.0 - - - - - - 79.7 115.1 - - - - - - 70.0 70.0 - - - - - - 70.0 70.0 - - - - - - 70.0 700 - - - - - - 70.0 70.0 - - - - - - 70.0 70.0 - - - - - - 70.0 70.0 - - 24" 30- 38" 42" 48" 54° 132" - - - - 70.0 70.0 - - - - - - 70.0 70.0 - - - - - - 70.0 70.0 - - �c r ,� 11 C g M $ • !4 i g - - - - 70.0 76.0 - - - - - 70.0 70.0 - - 24° 30° 38' 42" 48• 64" 60° 88• 78" 6e' 88' 72" 80.0 60.0 70.0 70.0 90.0 130.0 80.0 80.0 - - - - 70.0 70.0 - - 60.0 60.0 700 70.0 90.0 130.0 60.0 80.0 - - - - 704 70.0 - - - - 70.0 70.0 80.0 130.0 60.0 80.0 - - - - 70.0 70.0 - - - - 70.0 70.0 90.0 130.0 80.0 80.0 24' 30' 36" 42" 48° s4• 138° - - - - 704 70.0 - - - - - - 900 130.0 - - - - - - 70.0 70.0 - - - - - - 885 127.8 - - - - - 70.0 70.0 - - - - - - 79.7 118.1 - - - - - - 70.0 700 - - - - - - 70.0 70.0 - - - - - - 70.0 70.0 -72* - - - - 70.0 704 - - - - - - 700 70.0 - - - - - - 70.0 70.0 - - 34• 30" 38" 42" 48° 54" 144° - - - - 70.0 704 - - g 0 " o S 0 0101 = a S(d z$ o - - - - 70.0 70.0 - - - - - - 70.0 70.0 - - - - - - 70.0 700 - - - _ - - 70.0 70.0 g4 m 0 o u 24' 30° 36" 42" 48" 54" 80' 88' 70" 78" 84° 88" �. 60.0 SOO 704 70.0 904 130.0 60.0 60.0 - - - - TOA 700 - - - - 70.0 70.0 90.0 130.0 soo 60.0 - - - - 70.0 70.0 - 8 ^� 8 i '. �'�' $ 1 °-- - - 70.0 70.0 90.0 130.0 800 600 - - - - 70.0 700 - - - - - - 900 130.0 - - 24" 30" 38° 42• 48' 150° - - - - 70.0 70.0 - - . -•, • . ' �6s92 1 ' , i1 : !. •. �1 d Qt� �! ` , ` G:1i0:. 1'. PROINICI'RSV198D r9001p1YmEalWllre S?eeruisg a~ D1to .ri /yi/.S54% j'� - - - - 60.0 130.0 - - - - - - 70.0 70.0 - - - - - - 88.5 127.9 - - - - - - 70.0 70.0 - - - - - - lea 11x1 - - - - - - 70.0 70.0 - - - - - 70.0 700 - - - - - 70.0 70.0 - - $7 .�/ drawing no. W07 -49 - - - 70.0 70.0 - - - - - - 89.6 899 ,�.:,�., /„ ,. '... - - - - 04.6 64.9 - - - - - - 84.6 64.8 - -: (cheat 3 of 6 ahaet 4 of 6 ) ISY WOOD BUCK • °d a d TYPICAL ' ANCHORS TYPICAL ANCHORS FOR SPACING SEE ELEVS. FOR SPACING SEE ELEV. " a Ammo �i.Rum uri o tlMkWl -GAPE COUNTY- APPROVED ti it UUU1ON & MULLION ANCHORS I II SEE SEPARATE NOA �I II ,1 II TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4° DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fyet58 KB) INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ,l14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED) x112 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MUWONS (MIN. THK. _ .090°) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 1 -1/2° MIN. INTO W000 STRUCTURE = 3/4° MIN. INTO METAL STRUCTURE ® 1/2" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c a 3000 PSI MIN. C -90 HQ10W /FSdED BLOCK AT JAMBS t'm - 2000 PS1 MIN. SEALANTS: ALL J0NTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. ( I • o, PRODUCTREVI8BD FA :* 8 7 a ylnsWuut e Madill CAN. 3{ 38) Ctlde trod tails t gE pilog 1!1!:! 4 6 a 1 4 s 1 drawing no. W07 -49 uJew�LSflinn rte• tbattorlds M/ a:implying with Pm6flfist Code No Dee 1 V 9 d awing no. W07 -49 sheet 5 of 6 FRAME L1.117 -«1 FRAME COVER (OPTIONAL .551 51Z .050 1.177 .184 0 GLAZING BEADS (7/16° GLASS) .81 2 .050 1.177 .184- GLAZING BEADS (5/16° GLASS) .389 -i r .12 o50 1.177 .184 0 GLAZING BEAD (INSUL. LAM. GLASS) Irk .190 r JL.IRO GLAZING LEG SPACER SCALE 1st IT= PART B QUANTITY DZSCmPTION MATERIAL MANFORIPPLIER/REILUMEI 1 SIW301 4 WINDOW FRAME 6083 -T6 - 2 666393 4 FRAME COVER (OPTIONAL) 6063 -76 - 3 S8Y108 4 GLAZING BEAD (7/16° GLASS) 6063 -T6 - 3.1 SIW127 4 ALT. GLAZING BEAD (7/18' GLASS) 6063 -76 - 3A M11f112 4 GLAZING BEAD (5/16° GLASS) 6063 -T6 - 3.1A SW128 4 ALT. GLAZING BEAD (5/19° GLASS) 6083 -T6 - 32 SIWI16 4 GLAZING BEAD (INSUL. LAM. GLASS) 6083 -76 - 4 110 X 1 -1 /r 2/ CORNER ASSEMBLY SCREWS CRS P14 566 6 938W AS REGD. EXTEIOOR GIAZLIO GASKET (RUROMETER ±65) SAN'7OPRENE CENTRAL PLASTICS 6 SIW113 AS REGD. GLASSIG LEG SPACER (OURI61ETER ±65) SANTOPRENE CENTRAL PLASTICS 7 - 2/ UTE SETTING BLOCK (DUROMETER 067) EIMM - T20. CORNER DETAIL it F gE X21 F eg 13 3 8a Zin a$m 3„,,>i yew 1 b drawing no. W07 -49 sheet 6 of 6 ) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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 "200 StormSafe" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07-28, titled "S -200 StormSafe Alum Horiz Rolling Wdw (L.M.I.) ", sheets 1 through 8 of 8, dated 04/24 /07, with revision C dated 01/17/12, prepared by Al -Farooq Corporation, signed, sealed by Javad Alunad, F. 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: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10- 0121.11 and consists of this page 1 and evidence pages E -1 and B -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 wwwanlamidade.gov /pers, NOA No. 12-0221.07 Expiration Date: August 01, 2017 Approval Date: April 26, 2012 Page 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -28, titled "S -200 StormSafe Alum Horiz. Rolling Wdw. (L.M.I.) ", sheets 1 through 8 of 8, dated 04/24/07, with revision C dated 01/17/12, 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -06 - 4085, HETI -06 -4086, HETI -06-4087, HETI -06 -4094 and HETI -06 -4179, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz -Sella, P. E. (Submitted under previous NOA's No. 07- 0511.10 and 07- 0813.05) 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 a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -06- 4089, HETI -06 -4090, HETI -06 -4092, HETI -06 -4095, HETI -07 -4126 and HETI -07 - -4282, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA's No. 07- 0511.10 and 07-0813.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 12/15/09 and revised on 01/06/12, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. (Submitted partially under previous NOA #10- 0121.11) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E -1 Manuel r , P.E. Product Contr + miner NOA No. - 0221.07 Expiration Date: August 01, 2017 Approval Date: April 26, 2012 SIW Impact Windows, LLC., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No..11 -0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer "'dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacitee PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11 -0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated December 30, 2011, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI -06 -4085, HETI -06 -4086, HETI -064087, HETI -06 - 4089, HETI -06 -4090, HETI - 06 -4092, HETI -06 -4094, HETI -06 -4095, HETI -06 - 4179, HETI - 07 --4126 and HETI -07 -4282, issued by Hurricane Engineering & Testing, Inc., dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA's No. 07- 0511.10 and 07- 0813.05) G. OTHER 1. Notice of Acceptance. No. 10- 0121.11, issued to SIW Impact Windows, LLC for their Series "200 Stormsafe" Aluminum Horizontal Sliding Window -- L.M.I., approved on 04/21/10 and expiring on 08/01/12. E -2 Manuel Pe .E. Product Control E,t <. , er NOA No. 12-0221.07 Expiration Date: August 01, 2017 Approval Date: April 26, 2012 8° MAX. HEAD /SILL CORNERS 74° WINDOW WIDTH 12° MAX. HEAD /SILL _ — 1 L'i. n o u n — — - , --11 11 II U n II 11 Q i ; p7r HL-- tl ii ®- �k-= 1 11 1 31 13/18° D.L OPG. 38 7/18° VENT WIDTH FALSE RUMENS SURFACE OPTIONAL APPLIEp 31 13/18' D.L OPG. ATTMMnJmoSTILE ENDS SEE MEETS 2 THRU 4 FOR OAPACIIY SERIES 200 STORMSAFE ALUMINUM HORIZONTAL SLIDING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S. /H.S. OR HORIZONTAL SLIDING 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 MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 THRU 4. 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 UNITED TO 14E7AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 8° MAX CORNERS TYPICAL ELEYATTONS TESTED UNITS 111° WINDOW WIDTH 12° MAX. HEAD/SILL II © 1� �I _ = itt"= == 40H II 11 Qi II 0 = =� u ___� DEEM /DAD CAPACITY - PEW (20 Oft 02 812ffi) WINDOW DIMS. 11/0 STEEL REINFORCING 111711 8111EL REINFORCING 01988 TYPE A' 01.083 TYPES 'R' & '8 WASS TYPE • 'C 01888 TYPE '0' * WIDTH HEIGHT EXT.(+) Mr.( -) DR.( +) OIL(-) EIT.(+) Iii.(-) IXL(+) INP.(-) 24' 38° 48" 00" 72' 24' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 24" 38' ' 48° 60' 72" 38" 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 24" 38' 46' 80' 72' 48" 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 00.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 24' 38' 48" 60" 72' 00' - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 60.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 24" 38" 48" 60" 72" 72' - - - - 80.0 100.0 - - - - - - 80.0 100.0 - - - - - - 800 100.0 - - - - - - 80.0 88.0 - - - - - - 77.9 77.9 80.0 100.0 28 -1/2" 37° 63 -1/8" 74" 26* 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 MO 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 28-1/2" 37" 83 -1/8' 74" 38 -3/8' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 28-1/2' 37" 63 -1/8' 74' 50 -6/8' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 28-1/2" 37' 03 -1/8' 74" - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 00.0 100.0 - - - - 70.0 70.0 80.0 94.2 - - 28-1/2" 37" 63 -1/8" 74" - - - - 80.0 100.0 - - - - - - 00.0 100.0 - - 74 - - - - 80.0 92.7 - - - - - - 73.8 73.5 80.0 100.0 WEN AWL ANCHOR AT MTG. STILE ENDS APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.( +) PRESSURE EXCEEDS 70.0 PSF ONLY. 1/8' ANN. OI.ASS 3/18" ANN. GLASS .090" INIERLAYER SAFLEX N6 PVO BY 'SOLUTIA' 1/8" ANN. GLASS 3/18" ANN. GLASS SILICONE NING 995 __ SILICONE CORNING 996 GLASS TYPE 'A' 11/92° OVERALL GLASS TYPE 'H' 16/82° OVERALL GLASS TYPE 'C' 16/92` OVERALL OPERATING VENTS TO BE /2 OF 1HE WINDOW WIDTH XO OR OX GLAZING OPTIONS GLASS TYPE 'A' 11/16" OVERALL NOTE: GLASS CAPAC111ES ON THIS SHEET_ ARE BASED. ON ASITA E1300 -04 (3 SEC. GUSTS) AND FLORIQA COMMISSION DFCLARATOpY STATEMENT DCAO5-DEC -218 1 drawing no. W07-28 sheet 2 of B,_, j (sheet 3 of 8 ) OBRON LOAD CAPACITY - PEW (RO OR 0E SINffi) WINDOW DIMS. 2/0 STEE, REINFORCING VCR 57221. CONFORCINO GUM TYPR 'A' GLASS TYPES Ti &47 MASS TYPE 'C' 4 GLASS 7552 C' r WIDTH HECHT °R.( +) OR.( -) IXL(t) INL( -) OR.( +) m( -) E%f.( +) mg-) 84" 63" 72° 61" 24 70.0 70.0 70.0 700 80.0 100A - - 704 70.0 70.0 700 60.0 100.0 - - 70.0 70.0 704 704 80.0 1004 - - no no 70.0 70.0 80.0 100.0 - - 54" or 72" 81" 38° 700 70.0 70.0 704 80.0 100.0 - 70.0. 710... 70.0 700 800 100.0 70.0 70.0 70.0 704 610 100.0 - - - - 714 714 80.0 1004 - - 54" 83" 12" 81° 700 700 710 700 80.0 1000 - - - - 700 700 604 1004 - - - - 70.0 704 0.0 1000 - - - - 70.0 704 80.0 1004 - - 54° 63" 72" 61" - - 70.0 704 80.0 1004 - - - - 70.0 700 80.0 1004 - - - - 704 70.0 80.0 100.0 - - - - 70.0 700 80.0 1004 - - 64° 63' 72" 81° - - - - 80.0 07.8 - - - - - - 0.0 66.1 - - - - - - 0.0 81.2 80.0 1004 - - - - 763 763 04 100.0 85 -1/2" 70-3/4" 83-1/4" 26" 704 70.0 714 714 80.0 10.0 - - 714 710 70.0 710 60.0 1010 - - 70.0 700 700 70.0 800 100.0 - - 55-1/2" 79 -3/4" 83-1/4" 38 -3/8' 704 700 704 70.0 80.0 100.0 - - - - 700 710 80.0 100.0 - - - - 70.0 700 80.0 1004 - - 55-1/2" 79-3/4" 83-1/4" 60 -8 /8' 700 70.0 700 700 80.0 10.0 - - - - 704 704 80.0 1010 - - - - 704 714 80.0 10.0 - - 55 -1/2" 79 -3/4' 83 -1/4' or - - 704 714 80.0 10.0 - - - - 704 710 80.0 08.8 - - - - 704 70.0 0.0 98A - - 55 -1/2" 79 -3/4" 83 -1/4" 74' - - - - 80A 923 - - - - 73.8 73.6 80.0 1000 - - - - 720 720 80.0 100.0 (1/32) (2/3v0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XO OR OX WITH AWL ANCHOR IS WO. SIDE ENDS t APPUED SILL RISER (ITEM #25) REQUIRED WHEN EXT.( +) PRESSURE EXCEEDS 70.0 PSF ONLY. NOTE: GLASS CAPACTfIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -218 Em" JA O,"" 70592 PRODUCT REVISED wllbOeFloW)da BeilabsCade Nb Deb drawing no. W07 -28 DESIGN LOAD CRAM - P57 (80X 81815) WINDOW DIM 00/0 Sa6I. REINFORCING 11112 STEEL REINFORCING 01488 TYPE 'A' GUM TYPES 'R' & 'D' CUES TYPE * 'c' 4 GUM 'C * WIDTH HEIONT EXT.( +) WL( -) EXT.(+) MT.( -) EM.( +) INT.( -) EXT.(+) TNT.( -) 72' 84' 96' 108' 24" 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 84" 88' 108" 36, 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 700 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72° 84' 98' 108' 48" 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 700 80.0 1000 - - 700 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 7Y 84" or 100° 00" - - 70.0 70.0 80.0 100.0 - - - - 70.0 700 80.0 1000 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72° 84' 88" 108' n„ - - - - 80.0 100.0 - - - - - - 80.0 92.5 - - - - - - 80.0 84.1 - - - - - - 77.8 77.9 80.0 100.0 74' 108- 1/4' 111' 28' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 108- 1/4 " 1.11' 38 -3/8' 700 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 108-1/4' 111' 00-5/8' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 800 1000 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74" 108- 1/4 ° 113' 83' - - 70.0 70.0 80.0 1000 - - - - 70.0 700 80.0 989 - - - - 70.0 70.0 80.0 942 - - 74' 108 -1/4' 111" 74' - - - - 80.0 9&1 - - - - - - 75.8 78.8 80.0 100.0 - - - - 73.8 73.5 80.0 100.0 11,-. (1, w) (1/SV� WITS 87881 REINFORCING GLASS TYPE A' 0140 TYRE 'R' &'3' OPERATING VENTS TO BE 1/3 OF THE WINDOW WID7N XOX YATH AWL. ANCHOR AT MT6. SOLE ENDS =ION LOAD CAPACITY - POP (80X WE88) WINDOW DIME. 00/0 STGEL 520NF0RCING WITS 87881 REINFORCING GLASS TYPE A' 0140 TYRE 'R' &'3' GLASS TYPE * 'C' TYPE 'C' * 0..01H HEIGHT ca .(+) off.(-) Exr.( +) Nr.( -) EXT.( +) WL( -) EXT.( +) Nr.( ) 72° 84" 00, 108" 24 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 84° 98° 108' 38' 70.0 700 700 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72° 84 88° 108' 48" 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 700 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 72' 84° 98' 108 00, - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 1000 - - - - 70.0 70.0 80.0 1000 - - 72° 84" 108' 72' - - - - 80.0 97.8 - - - - - - 80.0 88.1 - -72° - - - - 00.0 81.2 80.0 100.0 - - - - 78.3 78.3 80.0 100.0 74° 108 -1/4' 111' 28' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70,0 70.0 70.0 700 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 1000 - - 74' 106- 1/4' 111' 38-3/8" 70.0 70.0 700 70.0 60.0 100.0 - - - - 70.0 70.0 80.0 1000 - - - - 70.0 700 80.0 100.0 - - 74" 108 -1/4. 111' 50-5/8* 70.0 70.0 70.0 70.0 80.0 1000 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 1000 - - 74° 108- 1/4 " 111' 83° - - 70.0 700 80.0 1000 - - - - 70.0 70.0 80.0 98.8 - - - - 70.0 70.0 80.0 90.0 - - 74' 108 -1/4" 111' 74° - - - - 80.0 92.3 - - - - - - 739 73.6 80.0 100.0 - - - - 72.0 72.0 00.0 100.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH XOX APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.( +) PRESSURE EXCEEDS 70.0 PSF ONLY. 50TH ADDL. ANCHOR AT MTG. SIRE DES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 V m drawing no. W07-28 (sheet 4 of 8 1HTY WOOD DUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING .y 4 I IMINM —DARE COUNTY APPROVED I I iMULuON & MULUON ANCHORS I I. SEE SEPARATE NOA 11 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. MIAMI ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEAUWT. WEEPHOLES; W1 - 1" X 1/4" WEEPHOLES IN PAIRS (2) ON VENT AREA AT 2" FROM ENDS AND 28" 0.C. (4) UNDER FIX. LITE AT 18" O.C. W2 m 1 -3/4" X 1/4° WEEPHOLES WITH NYLON BAFFLE (2) ON VENT AREA AT 15° FROM ENDS AND 24" O.C. (3) UNDER FIX. LITE AT 18" 0.C. APPLIED SILL RISER NOTE ON SHEETS 2 THRU 4 ALTERNATE TYPICAL. ANCHORS: SEE ELLV. FOR SPACING 1/4° DIA. ULTRACON BY 'ELCO' (Fum177 KSI. P/..155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY #14 SNS OR SEI F DRILLING SCREWS WADE 2 C6) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4.12 SUS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MUWONS (MN. THK. g .080°) (NO SHIM SPACE) TYPICAL FDRF DLCTANCF, INIO CONCRETE AND MASONRY = 1 -3/4" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE ■ 1/2" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'o = 3000 P31 MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. E .NiTAO AWAIT (SAL p F CAIN. �353a TYPX:AL. ANCHORS SEE ELEV. FOR SPACING 18Y WOOD BUCK PRODUCT RBVISND ascon CTo:wh6ihoPly 6791, Coda' hO. D . • Hob .,47 :31.I1// PLASTIC PLUG v. ALUM PLATE 1/8" X 1 -3/8 X 3" LONG AT FIX. RAIL LOCATION TYPICAL. ANCHORS SEE ELEV. FOR SPACING (sheet 5 of 8 VENT WIDTH 1/4° MAX. 1 /a• tax. OPTIONAL TO SPRING LATCH #8 FH SINS 2/ LATCH HETA STRUCTURE SHIMS TYPICAL ANCHORS FOR SPACNG MIAMI-awe COUNTY APPR.D CUPPED YULUON SEE SEPARATE NO TYPICAL ANCHORS SEE ELEV. FOR SPACING 11 WINDOW WIDTH 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING ZO LAYOUT OX OPPOSITE VENT WIDTH VENT WIDTH 1/4 MAX. OPTIONAL TO SPRING LATCH 1/N•° SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING #8 FH SMS 2/ LATCH STRUCTURE RERNFORCRNG BAR READ. WHEN LOADS EXCEEDS 70.0 PSP ;PIRODUCT REVISED 'as emptying loathe Medd* T3andiiig Go* No 0. EXTERIOR WINDOW WIDTN XOX LAYOUT drawing no. W07 -28 sheet 6 of 8 ) ® VENT TOP/BOTTOM RAIL ® 0 GLAZING BEADS (3/8" GLASS) FRAME HEAD +- 1248 --"I 1.448— —.188 3.812 3.000 .078 3.000 Lf ® FRAME SILL 2813 JAMB STILE GLAZING BEADS (7/16" GLASS) 1.248 -2.312 � G78 1 1.800— MEETING STILE i GLAZING BEAD (LAM. INSUL GLASS) .082 { .437 1.424 O SILL MACK ® FIXED MTG. STILE SILL RISER 3.000 .812 2.297 ® FRAME JAMB (VENT SIDE) 1.872 r-1.797 .078-4 1.248 3.000 H 2.088 3.500 FRAME JAMB (FIX. SIDE) 12 SPRING LATCH ITEM PART @ gUANTLTV DESCRIPTION MATERIAL LAMP. /St1PPLIER/REMARKS 1 515201 1 FRAME HEAD 6083 -18 - 2 SW1202 1 FRAME SILL 8083 -16 - 3 B1/203 1 SILL TRACK 6083 -T6 - 4 95204 2 `FRAME JAMB (VENT SIDE) 8083 -TS - 4A SIW205 2 FAME JAMB (FOX SIDE) 8083 -TS - 5 511208 1/ VENT FOXED MTG. RAIL 6083 -15 - 8 SI1107 2/ VENT VENT TOP & BOTTOM RAIL 8083-75 - 7 SRT105 1/ VENT VENT INTERLOCK 8053 -78 - 8 511106 1/ VENT VENT JAMB STILE 6063 -78 - 9 911112 - - AS REX% GLAZING BEAD (3/8'- GLASS)- 8083-75 - 9.1 91128 AS RECD. ALT. GLAZING BEAD (7/6' GLASS) 6063 -75 - 9A SIW108 AS RECD. GRAZING ems (7/16" GLASS) 5083-T6 - 9.tA 511127 AS ice. ALT. XYAZING BEAD (7/16" GRASS) 8083 -T5 — 98 WW117 AS ice. GLAZING BEAD (TAM. INSUL. GLASS) 8083 -T5 - 10 938W AS REDO. EXTERIOR GLAZING GASKET SANTOPRENE CENTRAL PLASTICS 11 91109 2/ VENT SWEEP LATCH - AT 15-1/Y FROM EACH END 12 - 2/ VOW SPRING LATCH 8083 -T8 AT 15 -1/2' FROM EACH END 13 - AS REQD. FRAME & VENT ASSY SCREWS - #10 X 1 -1 /2° PH SMS 14 - 4/ VENT FIXED RAIL SCREW - #12 X 4" PH MS 15 81*207 4/ VENT ROLLER ROUSSO & GUIDE 001.8111 - 10 SRW208 2/ VENT ROLLER - BRASS 09 ST. STEEL 17 8209 2/ VENT ROVER PIN ST. STEEL. - 18 - S/ WOW. BAFFLE NYLON - 19 - AS RECD. REINFORCING BAR (1/4' X 1 -1/41 STEEL - 20 923201N9 AS Tom. TOP & BOTTOM WE WSTRIPPONG - ULTRAFAB OE EQUIV. 21 9389. AS X 00. FRAME JAMB 1/STRIPPING POLYPROPYLENE CENTRAL PIASRCS 22 - OPTIONAL. SCREEN - 8/18" LOX 23 U4333 AS RECD. BULB WS RIPPING - SCHLEGEL 24 91113 - GLAZING LEG SPACER SOFT Pn0 - 28 81*211 AS READ. SILL RISER 6063 -75 - ()GLAZING LEG SPACER =LE 11 E9gn:JrtAZARIALD QAN. g_3792 3�� Zig 1 1 4 u 1 yb 1 1 drawing no. W07 -28 (sheet 7 of 8 sheet 8 of 8 ) FRAME TOP CORNER FRAME ltP CORNER FIXED MTG. RAIL CORNER FRAME BOTTOM CORNER AT MOVING END PRODi1CTR8V496D wi1�1Le BMiwei Enar:.NVAO MAO. FRAME BOTTOM CORNER AT FIXED END 1 h! m `drawing no. W07-28 • ti MAMB� COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE Off' ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.¢ov/buildin2code This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division', 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.L 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 B 06/20/07, prepared by Al- Farooq, Corporation, signed and sealed by Humayoun Farooq, 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 Division. 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 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 O1Ticial. This NOA revises and renews NOA # 03- 0612.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Page 1 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 B dated 06/20/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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, R.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) 5. 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 -1235 dated 7/3/02, signed and sealed b Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) E -1 Manuel P , P.E. Product Control miner NOA No. 08- 0604.01 Expiration Date: I September 18, 2013 Approval Date: October 02, 2008 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 6/18/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALIFY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International, Inc. for their "Glasslam Safety- Plus - Laminated Glass" dated 10/23/03, expiring on 09/09/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0612.04, issued to Florida Window Systems for their Aluminum Casement Window, approved on 09/18/03 and expiring on 09/18/08. E -2 Manna Perez Product Control Exa r NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 13 1/2' MAX. 5' MAX. HEAD /SILL CORNERS 1 ANCHOR REOD. AT EACH SLOE OF IMPOST 13 1/2' MAX. HEAD /SILL 30 15/16' OL OPG. 35 7/8' VENT WIDTH 30 15/16' D.L. OPO. 35 7/8" VENT WIDTH 74' WINDOW WIDTH DUAL VFNT WOW, SILICONE DOW co RNNG 995 9E 4000 1/8' HEAT STREN'D. GLASS .060' IMERI.AYER GLASSLAM SAFETY —PLUS .010' PET FILM .060' INTIMATER GIASSIAM SAFETY —PLUS 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 995 GE 4000 GLASS TYPE 'Al. GLASS TYPE 'A2' GLAZING OPTIONS GLASS TYPE '81' 5' MAX. HEAD /S61 CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING C MENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WIU. APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND Ik1Iti1 10 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE Q*H2j. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT 1O BASE MATERIAL SHALL BE BEYOND W U. DIMING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVALL. A LOAD DURATION INCREASE 64 ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED To SIEEI./MEDV. SCREWS, THAT HOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE IXRREIIENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. "?[Il7.IS/ • u 1 Z R 0 1. -814 olho w S v L. L. !gm Z I:1 . ~ Q Ali leo w 8 • 0 drawing no. W03 -36 sheet 1 of 6 13 // II / / 11 - - - -I - Q 5' MAX. HEAD /SILL CORNERS 1 ANCHOR REOD. AT EACH SLOE OF IMPOST 13 1/2' MAX. HEAD /SILL 30 15/16' OL OPG. 35 7/8' VENT WIDTH 30 15/16' D.L. OPO. 35 7/8" VENT WIDTH 74' WINDOW WIDTH DUAL VFNT WOW, SILICONE DOW co RNNG 995 9E 4000 1/8' HEAT STREN'D. GLASS .060' IMERI.AYER GLASSLAM SAFETY —PLUS .010' PET FILM .060' INTIMATER GIASSIAM SAFETY —PLUS 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 995 GE 4000 GLASS TYPE 'Al. GLASS TYPE 'A2' GLAZING OPTIONS GLASS TYPE '81' 5' MAX. HEAD /S61 CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING C MENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WIU. APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND Ik1Iti1 10 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE Q*H2j. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT 1O BASE MATERIAL SHALL BE BEYOND W U. DIMING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVALL. A LOAD DURATION INCREASE 64 ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED To SIEEI./MEDV. SCREWS, THAT HOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE IXRREIIENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. "?[Il7.IS/ • u 1 Z R 0 1. -814 olho w S v L. L. !gm Z I:1 . ~ Q Ali leo w 8 • 0 drawing no. W03 -36 sheet 1 of 6 DESIGN LOAD CAPACITY - ME FOR ( 2 ) SIZES WINDOW DENS. GIA.SS TYPES '1,1'. & 18' GLASS TYPE '91' WBIH HEIGHT DR. ( +) INT. (-) EXT. ( +) 181. (-) 19-1/8' EXT. ( +) 55.0 55.0 75.0 80.0 26 -1/2' 26' 55.0 55.0 75.0 80.0 32' (3) 55.0 55.0 75.0 .80.0 19-1/8' 55.0 55.0 55.0 75.0 80.0 26-1/2" 38 -3/8' 55.0 554 80.0 75.0 32' (4) 55.0 55.0 75.0 80.0 19 -1/8' 764 559 55.0 75.0 80A 26 -1/2' 50 -5/8' 55.0 55.0 75.0 80.0 37' (5) 55.0 55.0 75.0 80.0 19 -1/8' 75.0 -43.5 45.5 75.0 80.0 28 -1/2" 63' 34.0 34.0 759 80.0 32' (5) - 75.0 750 80.0 19 -1/8' 74 -1/4" 27.5 27.5 75.0 80.0 26 -1/2' (6) _ - 88.8 B89 18' 55.0 55.0 55.0 75.0 80.0 24' 24' 55.0 55.0 75.0 40.0 30' (3) 55.0 55.0 75.0 80.0 38' - 55.0 55.0 75.0 80.0 18' 26 -1/2' J7. 53 -1/8" 55.0 55.0 75.0 80.0 24' 36' 550 550 759 890 30' (3) 55.0 550 759 80.0 38' 657 55.0 55.0 75.0 80.0 18' 750 35.0 55.0 75.0 80.0 24' 48' 55.0 55.0 75.0 80.0 30' (4) 55.0 55.0 75.0 80.0 36" 75.0 55.0 55.0 789 80.0 18' 75.0 55.0 55.0 75.0 80.0 24' SO" 43.2 412 759 80.0 30' (5) 359 35.9 75.0 80.0 36" 55.0 - - 75.0 80.0 18' 55.0 329 32.0 75.0 60.0 24' 78) 24.5 24.5 75.0 80.0 30• 24' 36' 48' 60" 72' - _ 68.0 66.0 o NO. OF ANCHORS PER JAMB NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 DESIGN IAAD CAPACITY - PSF' FOR ( XII ) SIZES WINDOW DNS. ONREINFORCED CENTER POST REINFORCED CENTER POST GLASS TYPES 'A1' & 'A2' MASS TYPE 181' GLASS TYPE '51' WIDTH HEIGHT EXT. (+) INT. (-) EXT. ( +) 1N1'. ( -) T. ( +) INT. (-) 28-1/2' 37' 53-1/8' 74' 28' (3) 55.0 55.0 75.0 80.0 75.0 80.0 559 55.0 73.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 26 -1/2' 37' 33 -1/8" 74' • 38 -3/8' (4) • 55.0 55.0 75.0 80.0 764 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 800 75.0 80.0 55.0 w 55.0 • 75.0 • 80.0 • 75.0 80.0 28 -1/2' 3" 53 -1/8' 74' 50-5/4' (5) 55.0 55.0 75.0 80.0 75.0 80.0 55A 55.0 75.0 809 75.0 - 80.0 no • 55.o • no 809 75.0 80.0 55.0 55.0 65.7 85.7 75.0 80.0 26-1/2" 37" 53 -1 /8" 74' 83" (3) 55.0 55.0 75.0 80.0 75.0 80.0 47.0 47.0 73.0 80.0 75.0 80.0 344 34.0 88.4 68.4 75.0 80.0 - - 52.8 52.8 75.0 80.0 26 -1/2' J7. 53 -1/8" 74-1/ (8) 4 38.2 39.2 750 79.0 75.0 80.0 28.4 28.4 57.2 57.2 75.0 80.0 - - 40.9 40.9 657 88.7 24' 36' 48" 60' 72' 24" (3) 55.0 55.0 750 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 73.0 80.0 739 80.0 55.0 35.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 24" 38" 48' 90 72' 36' (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 804 75.0 80.0 55.0 55.0 154 80.0 75.0 80.0 24' 36' 48' 60" 72' 55.0 55.0 75.0 80.0 759 80.0 55.0 55.0 75.0 80.0 754 80.0 48' (4) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 7SA 80.0 75.0 80.0 55.0 55.0 71.2 71.2 734 80.0 24' 36" 48' 80' 72' 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 750 80.0 75.0 80.0 80' (5) 43.2 43.2 75.0 80.0 75.0 90.0 35.8 35.9 66.4 68.4 • 75.0 80.0 - - 57.0 574 75.0 809 24' 38' 48' 47.4 47.4 75.0 80.0 75.0 809 72' 32.0 32.0 845 645 75.0 804 (8) 24.5 24.5 49.3 49.3 754 80.0 - - 40.5 105 88.0 DLO NO. 0 ANCHORS PER JAMB Enpr: DR. YUN a FAROO RA PE t 13557 CAN. PRODUCEREVItitli asoaraglylagwitbdadEaddr RuidEgaido hosegraoraitzgeaki D7 Dade Poland u not Z n 0 "3 ij 0 .6WO l ;0 m 8 drawing no. W03 -36 (sheet 2 o1 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING ITPICAL ANCHORS SEE ELEV. FOR SPACING MUIAI-DADE COUNTY APPROVED MUUJON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS_ SEE ELEV. FOR SPACRG W000 BUCKS AND METAL STRUCTURE NOT BY FLORIDA WOW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS• SEE ELEV. FOR SPACING 1/4 • TAPcONS 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 3/16" TEKS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i10 SMS 0R SFT C I t IMr_ ScR WC INTO DADE COUNTY APPROVED MUWONS (MIN. THK. _ .0901 (NO SHIM SPACE) PL ZEICALIESEMSAKE INTO CONCRETE AND MASONRY m 1 -1/4" MIN. INTO WOOD STRUCTURE 3/4" MIN. INTO METAL STRUCTURE 3/4" MIN. SF.ATdNTC• ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. 0 1 1 0 8 8 ti 1 droning no. W03 -36 (sheet 3 o 6 SINGLE VENT WINDOWS DUAL VENT WINDOWS 1219 1595 FRAME IMPOST GLAZING BEAD REINFORCING CHANNEL 36 K51 STEEL ERIE PART g QUANTITY DESCSTPTION NATSBIAL MANF. /BUPPUKR /RE RKS 1 FWS -009 4 FRAME 8063-18 - 2 FMS-011 4 VENT 8063-76 - 3 FW5 -010 - 1 CENTER POST 6083-36 - 4 Ftq: -008 AS REDO. GLAZING BEM 6063 -18 - 5 - AS READ. FRAME ASSEMBLY SCREWS ST. STEEL j10 X 3/4' PH 915 6 - AS RECO. VENT ASSEMBLY SCREWS ST. STEEL j10 X 1 -1/2" PH SINS 7 E102 AS REQO. FRAME 57ATHEAS19PPJ40 (.078 X .300) VINYL ULTRAFAB 8 E206 AS REOD. VENT WEATHE SIRPPING (.187 X .350) Wilt ULTRAFAB 9 34.12.00.100 2/ VENT 4 8AR MOE. AT TOP Mm BOTTOM STEEL TRUTH. ATTACHED W/ (6) 08 X 3/8' SS 913 10 30088 2/ VENT LEVER TYPE FACE MOUNT LOCK_ _ .....STEEL- - 1RUDH,-AT iY- FROM-TOP .AND-BOTTOM 11 21087 2/ VENT 1004 KEEPERS, AT FRAME JAMB FACING LOCK STEEL. ATTACHED 19/ (2) j10 X 3/8' SS SMS 12 40088 1 ROTO OPERATOR STEEL TRUTH, ATTACHED 6/ (4) j8 X 3/8' S5 945 13 14 - - .057 THICK CORNER KEY ST.. STEEL 1 -1/Y X 1 -1/Y x l/2• - 2/ LOCK LOCK INSTALLATION SCREWS - 012 x 1/Y PH SYS 18 - AS REDD. CENTER POST REINFORCING STS - z 0 re 113.g 0 U Tn s 1 1 8 drawing Do W03 -36 (sheet 5of 6 ) IMPOST CORNER VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH WHITE/ALUM COLORED SEALANT. 8 f drawing no. W03 -36 (sheet 6or 6 ) • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Security Impact Windows 975 S. Congress Ave. # 102 Delray Beach, Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "500 " Aluminum Outswing Doors w /wo Sidelite or Transom APPROVAL DOCUMENT: Drawing No. W08 -23., titled "Series 500 Alum Outswing Entrance Door ", sheets 1 through 12 of 12 dated 03 -06 -08 and last revised on Jan 11, 2010, prepared by Al- Farooq Corporation, signed and sealed by Arshad Vigor, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: Max door leaf w/ sidelite allowed= 37 -1/8" LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.buildinecodeonllne.com 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 hall 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- 0330.01 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. e submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 09 -0115.06 Expiration pate: May 22, 2013 Approval Date:1February 10, 2010 Page 1 it' Security+ Impact Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W08 -23., titled "Series 500 Alum Outswing Entrance Door ", sheets 1 through 12 of 12 dated 03 -06 -08 and last revised on Jan 11, 2010, prepared by Al- Farooq Corporation, signed and sealed by Arshad Vigar, 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 installation diagram of aluminum Inswing / Outswing doors w /wo sidelite and transom , prepared by Hurricane Engineering and Testing, Test Report No. HETI 07 -4339, HETI 01- 431'1, HETI 07 -4371, HETI 07 -4372, HETI 07- 4373and HETI 07 -4374 dated 01/03/0$, HETI- 08 -2184A & B dated 10/01/08, HETI 09- 2572A, HETI 09 -2573 dated June 30, 2009, all signed and sealed by Candido Font, P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis, dated 10 -15 -09 and last revised on 01 -12- 1 q, prepared by Al- Farooq Corp. , signed and sealed by Arshad Vigor, P. E. 2. Glazing complies w/ ASTME- 1300 -02 & 04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERNAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to for "DuPont SentryGlas ® Plus ", expiring on 0 2. Notice of Acceptance No. 06- 0216.06 issued to color interlayer", expiring on 05/21/2011. F. STATEMENTS 1. Letter of conformance and "No financial interest ", dated 09/03/09 signed & sealed by Arshad Viqar, P.E. 2. Addendum letter ref HETI -07 -4374 dated May 06, 2008, issued by HETI, signed and sealed by Candido Font, P.E. 3. Statement letter of compliance, as part of above referenced test reports, issued by the test' labs. G. OTHER 1. This NOA revises NOA # 08- 0330.01, expiring on May 22, 2013. 2. Test proposal dated 05/01/08 approved by BCCO. 2. Test proposal #07 -3758 dated Dec 05, 2007 approved by BCCO. E.I. Dupont De Nemours & CO., Inc. 1/14/2012. Solutia, for "Saflex IIIG clear & E -1 . LLM.L. haq L Chanda, P. E. Product Control Examiner NOA No 09- 0115.06 Expiration Date: May 22, 2013 Approval Date: February 10, 2010 3/16' HEAT WHERE, GLASS 3/16' HEAT STREND GLASS .090' INTERLAYER _8QACITE- WB- 81'- bUPABNT' __ 3/16' HEAT STREN D MASS 3/16' HEAT STREW!) GLASS .090' OR .100' IMEI$AYER _ -_ - -. bLAS PLUS BY buPONr SILICONE SIUCONE DOw 995 ocav 555 a TYPE 'A' 7/16- OVERALL LAM. GLASS 5/32' TEMP. GIAS5 AIR SPACE DECORATIVE PANEL MR SPACE 5/32 HEAT STREND GLASS .090' NUERUWER BUTACITE NB BY 'DUPONT* 5/32' HEAT STREND CLASS GLASS TYPE b' 7/16' WERALL LAM. CLASS 3/16' TEMP. GLASS AIR SPACE 3/16' HEAT STRERV GLASS .090' NTERWYER BUTAGYTE PVB BY •DUPOM 3/16' HEAT STREN•D GLASS NON DECORATIVE STRUCTURAL SOUD OPTIONN.UM BAR GRILLE SHAPES VARY OVERrU. LAM. NSUL GLASS GLASS TYPE b• 1. OVERALL. LAM. NSUL GLASS GLAZING OPTIONS ALTERNATE GLAZING DETAIL GLASS TYPES •A• & B' sp wRffi the FbtW1. AsamMumeNo 3 Walthado°iipa } �+4a 1.1 •gbMes #10 SMS 4/ GRILLE LEN. 1 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUI !tic, ARE NOT REQUIRED. SERIES 500 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. SINGLE (0/X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELTTES SEE SHEET 4. LOWER VALUES FROM SIDELTTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH ADA THRESHOLD NOT APPROVED FOR NSTAUATIONS WHERE WATER INFILTRATION RESISTANCE 1S REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND 1tJILU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELDCTry HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. 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 N DESIGN OF ANCHORS INTO W00D ONLY. MATER ALS INCLUDING BUT NOT LOOTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA 81.OG. CODE SECTION 2003.6.4. Eno.: ARSIt D MAR RA PE Miss . 3538 7 'JAN i1201C z 0 is °8 0 Q; O o a g fel .5op2 ,�O drawing no. W08 -23 (sheet 1 of 12 ' 39 3/8' MAX. 76' MAX. FRAME WIDTH $n` as SURFACE APIED FALSE MUNTRIS OR DECORATIVE U GRILL DOOR LEAF WO}TH (X) 5 1/2' MAX HEAD /SILL CORNERS 13 3/4' MAX. HEAD SMI mo^ " NM _ __ ' ' � ��- DOOR LEAF HEIGHT 98 1/2" MAX. (GLASS A & B) SS 1/4" MAX. (GLASS C & 0) " 1 I J J' 11 / / , \ DOORS LOAD CAPACITY - PSP SINGLE DOORS WITHOTJT TRANSOM GLASS TYPE GLASS TYPE GLASS TYPES DOOR DIMS. •p• B' 'c' & b' FRAIAE FRAME warm HOMO ExT'( +) VIT.( -) EXT.( +) INT.( -) EM.( +) INT.( -) 39 -3/8' 97=314 -70.0 70.0 80.0 80.0 00.0 80.0 39 -3/8' 100' 70.0 70.0 80.0 80.0 - - FALSE WHIM OR DECORATIVE GRILL MAY RE USED LEAF HEIGHT . FRAME HEIGHT - .375" LEAF WIDTH FRAME WIDTH - 2.612" D.L.O. HEIGHT (000R) - LEAF HEIGHT - 12" (4' TOP RAIL. 6" 80T. RAIL) D.L.O. WIDTH (DOOR) a LEAF WIDTH - 7" 269/ 6' MAX.` D.L. OPC. 38 9/18' VAX. DOOR LEAF WIDTH (XX) HEAD ANCHORS AT STILE ENDS (5) AT .3' 0.C. 1 SEE SHEET 11 FOR LOCKING OPTIONS I AT ACTIVE & INACTIVE LEAFS. NOTE FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND 561. DURING PERIODS OF HURRICANE WARNING. SRL ANCHORS AT STILE ENDS (5) AT 3' O.C. DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITHOUT TRANSOM (XX) GLASS TYPE GLASS TYPE GLASS TYPES 0008 DINS. A• .5. .C. k .D. FRAME I EXT.( +) MT.(-) OT.( +) INT(-) ExT.( +) 6T.( -) _ JDSH _IrHEIS74 76' 97 -3/4' 70.0 70.0 60.0 80.0 80.0 80.0 76' 108' 70.0 70.0 80.0 80.0 - reamer MUM comply1.8 Mgt The Milk DatNig Coda Mamba. NeglizzatOC Itspfrada. Daft �Jf Id 6 1/2 4394inR MAX SILL CORNER ANCHORS AT ADA THRESHOLD ONLY NOTE: GLASS CAPACITIES ON THIS SHEET ARE RASED ONASTME1- 04 (3 SEC GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Eelgr: A8SHAO VXMR rnX GIN. ,3539 JAN 1 1 2010 FALSE WHIM OR DECORATIVE GRILL MAY RE USED LEAF HEIGHT . FRAME HEIGHT - .375" LEAF WIDTH FRAME WIDTH - 2.612" D.L.O. HEIGHT (000R) - LEAF HEIGHT - 12" (4' TOP RAIL. 6" 80T. RAIL) D.L.O. WIDTH (DOOR) a LEAF WIDTH - 7" 269/ 6' MAX.` D.L. OPC. 38 9/18' VAX. DOOR LEAF WIDTH (XX) HEAD ANCHORS AT STILE ENDS (5) AT .3' 0.C. 1 SEE SHEET 11 FOR LOCKING OPTIONS I AT ACTIVE & INACTIVE LEAFS. NOTE FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND 561. DURING PERIODS OF HURRICANE WARNING. SRL ANCHORS AT STILE ENDS (5) AT 3' O.C. DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITHOUT TRANSOM (XX) GLASS TYPE GLASS TYPE GLASS TYPES 0008 DINS. A• .5. .C. k .D. FRAME I EXT.( +) MT.(-) OT.( +) INT(-) ExT.( +) 6T.( -) _ JDSH _IrHEIS74 76' 97 -3/4' 70.0 70.0 60.0 80.0 80.0 80.0 76' 108' 70.0 70.0 80.0 80.0 - reamer MUM comply1.8 Mgt The Milk DatNig Coda Mamba. NeglizzatOC Itspfrada. Daft �Jf Id 6 1/2 4394inR MAX SILL CORNER ANCHORS AT ADA THRESHOLD ONLY NOTE: GLASS CAPACITIES ON THIS SHEET ARE RASED ONASTME1- 04 (3 SEC GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Eelgr: A8SHAO VXMR rnX GIN. ,3539 JAN 1 1 2010 reamer MUM comply1.8 Mgt The Milk DatNig Coda Mamba. NeglizzatOC Itspfrada. Daft �Jf Id 6 1/2 4394inR MAX SILL CORNER ANCHORS AT ADA THRESHOLD ONLY NOTE: GLASS CAPACITIES ON THIS SHEET ARE RASED ONASTME1- 04 (3 SEC GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Eelgr: A8SHAO VXMR rnX GIN. ,3539 JAN 1 1 2010 39 3/8' MAX. 73 3/8' MAX. TRANSOM LEAF WIDTH S 1/2' MAX. HEAD /SILL CORNERS 5 1/2' MAX. HEAD /SILL CORNERS 13 3/4' MAX. HEAD SILL (2) ANCHORS I %/'"-AT TRANSOM ENDS ALL LOADS 0.1.0. HEIGHT (TRANSOM) ffi TRANSOM LEAF HEIGHT - 10' 0.1.0. WIDTH (TRANSOM) a TRANSOM LEAF WIDTH - 10' (4) ANCHORS RE00. FOR LOADS UPtO 60 PSF (6) ANCHORS RECD. FOR LOADS ABOVE 80 PSF nip PRODUCT REVISED as empijied w0A the Meth RuillbteCods Rae - e6 Aceepessee £ p nth* Oslo NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 SURFACE APPUED FALSE MUNTNS OR DECORATIVE 05 .L MAY BE USED 26 9/16' MAX. D.L. OP C. 38 9/16' MAX. DOOR LEAF WIDTH (O /X) SURFACE APPU ED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED DOORS LOAD CAPACITY - PSF SINGLE DOORS QTR TRANSObN (0/X) 0008 DIMS. GLASS TYPE 'A• GLASS TYPE •B• GLASS 'C• & max WIDTH TYPES •D• WIDTH MEXIIT EXT.( +) OR.( -) EXL( +) INT.( -) EXt.( +) BHT.( -) 39 -3/8' 133 -3/4' 70.0 70.0 80.0 80.0 60.0 60.0 39-3/8' 194' 70.0 70.0 80.0 80.0 - - 26 9/16' MAX. D.L OPG. 36 9/18' MAX. J' 1 —J LI MAX. SRL CORNER ANCHORS AT AD4 THRESHOLD ONLY DOOR LEAF WIDTH (0 /XX) DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITH TRANSOM (0/XX) 0008 DIMS. GLASS TYPE •A• GLASS TYPE B' GLASS TYPES •C• & •D• max WIDTH FRAME man EXT.( ,) INT.( -) EXT.( +) I Nf.( -) EXL( +) PAT.( -) 76' 133 -3/4' 70.0 70.0 90.0 80.0 60.0 60A 78' 144' 700 70.0 80.0 80.0 - - Env: ARSHAO 8081 LTL FLA. PE 1 39883 CAN. '3538 JAN 112010 drawing no. W08 -23 (sheet 3 of12) DESIGN LOAD CAPACITY - PSF SEUTES WITH SINGLE OR DOUBLE LEAF DOORS saint MOTH INCHES FRAME HEIGHT INCHES GLASS TYPE 'A' (SEE NOTE BELOW) GLASS TYPE 'B' GLASS TYPES 'C' & 'D' NARROW STILE SIDELITE 16/0 REINF. NARROW STILE SIDEUTE WITS REINP. WIDE STILE =ELITE 7f/0 RHINE. NARROW STILE WIDE STILE SIDEUTE 7/0 REEF. EXT.( +) IM.( -) EXT.( +) WT.( -) EM.( +) INT.( -) EXT.( +) INT.( -) 30 36 42 46-7/8 48 32 54 56 60 80 80.0 80.0 80.0 80.0 60.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 60.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 60.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 30 38 42 48-7/8 48 52 54 56 BO 84 60.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 BOA 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 50.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 60.0 - - 30 38 42 46-7/8 48 52 54 56 90 80.0 80.0 80.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 60.0 80.0 60.0 80.0 80A - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 60.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 30 36 42 46-7/8 48 52 54 80.0 80.0 60.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 - - 96 80.0 80.0 80.0 60.0 60.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 78.8 78.5 78.8 78.8 78.8 78.8 - - 30 36 42 46-7/8 48 52 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 60.0 60.0 -3/4 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 800 80.0 60.0 - - 80.0 60.0 80.0 80.0 80.0 80.0 - - 79.1 79.1 79.1 79.1 79.1 79.1 - - 30 - 36 _._ 42 48-7/8 48 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 >!DA 80.5 80.0 BOA__ - 102' 78.4 78.4 80.0 80.0 80.0 80.0 - - 74.6 74.6 80.0 60.0 80.0 80.0 - - _ 718 73.8 79.4 79.4 79.4 79.4 - - 30 36 42 46- 7/8 48 78.1 76.1 80.0 80.0 80.0 60.0 - - 70.3 70.3 79.3 79.3 80.0 80.0 - - 108' 656 65.6 73.9 73.9 77.0 77.0 - - 62.3 82.3 70.3 70.3 73.2 73.2 - - 61.6 61.6 69.5 69.5 72.4 72.4 - - FOR GLASS TYPE 'A' UNIT MAX DESIGN LOADS TO *70.0 PSF 5 t /2' MAX. HEAD /SILL CORNERS 169 3/4' 13 3/4' MAX. HEAD SILL FRAME WIDTH ANCHORS AT HEAD m 0 414 fU n o� t 1 1 J l 1 1 Ji ( I I_ I ! I I to C 41.9 \� n� KO it . / 1 i / '/ /� I = -/I- _�t_ -_= // O i \' -- \ I, I I - - -4 - � \ 4 \ if \ \ (u u n n n n n n na nnn 11 11 u U ® 0y rt \ \ \ \ \ / \\ ' / \ /.. / / // / / / / '.. /, NARROW SIDELITE K Q TIDE SAEUTE .- iv Y." ... ii ,\ - f NAME \ SURFACE ALSE MUNTINS MAY BE USED DL OPG. SIDEUTE LEAF MOTH MAX. SEE CHART AT LEFT 1 1/4' NOTE: FOR DOORS CAPACITIES SEE SHEETS 2 & 3. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WIU. APPLY TO ENTIRE SYSTEM. NARROW STILE SIDEUTE WTTR DOOR oI 26 9/18' MAX. DL OPG. 37 I/8' MAX. DOOR LEAF WIDTH (oxxo) (3) ANCHORS 12- I 3' PRODUCT REVISED complying with the Pimids WM* Cede Meeoessee p. CL I40GUi5Iffie T/21L/'JQii 111 NOTE: - 'M114do FLUSH BOLTS AND LOCKS MUST HE ENGAGED TO HEAD AND SILL DURING PE{8005 OF HURRICANE WARNING. WIDE STILE SIDEUTE WITH DOOR Loin miSten VX1M LA. 3536 JAN 112010 z 0/ Z14 g n W 3 R 0 • 1 a Growing 00. W08 -23 (sheet 4 of 12) • 0 © z \ \ \\ \ I/ —0 © i : 0 _ : I a " // \ \ / / \ / / // / \ \ \ _�I o—` M- a— /� / // / \ \ ' \ \ .�� _ IFINIIII ) 1 e : \ \\ r- .h..j , I 0 0 SINGLE LEAF DOORS WITHOUT SIDELITES. SINGLE LEAF DOORS WITH SINGLE SIDELITE AT EITHER SIDE OF DOOR. 0 x O 4 \ \ \\ \ :` : i : In: : I' MS -- M- ssi• n / / .�� IFINIIII - / / / / e : \ \\ / \ ! - // / ! \ � / / n �� al 0 x O 4 0 O 0 iii : i / / / ©— / S \ \ \w/i/ ■ \ \\ f. - / / / -- r ( 39 3/6" MAX. 76' MAX. SINGLE AND DOUBLE- LEAF DOORS WITH TRANSOMS AND WITHOUT SIDEUTES DOUBLE LEAF DOORS WITHOUT SIDELITES. DOUBLE LEAF DOORS WITH SINGLE SIDEUTE AT EITHER SIDE OF DOOR. PRODUCT REVISED oas.pg .ueere FIeefds Bakal* Code explordoo DOOR Sf2 20t SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 4 FOR SIDEUTE WIDTHS D.L.O. HEIGHT (SIDEUTE) LEAF HEIGHT — 12" (4" TOP RAIL, 6" BOT. RAIL) D.L.O. WIDTH (SIDE UTE) m LEAF WIDTH — 10" (WIDE STILES) D.L.O. WIDTH (SIDE UTE) LEAF WIDTH — 6" (NARROW STILES) APPROVED CONFIGURATIONS DOORS, SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS USING MIAMI -DADE COUNTY APPROVED MULUON IN BETWEEN. LOWER VALUES FROM DOOR, SIDEUTE, MULLIONS OR PRODUCTS USED WILL APPLY TO ENTIRE SYSTEM. FfSHIL CIVIL FUl E24313 3 CAA. 3 JAN 112010 1 droning no. W08 -23 (sheet 4.1012) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1111 WOOD FUCK METAL STRUCTURE ...I V.�1/8" 1 MIN. 1 i / TYPICAL ANCHORS SEE ELEVATIONS FOR SPICING 7 a l � 9 TYPICAL. ANCHORS SEE ELEVATIONS FOR SPACING PItOaucr wean o emoting *10 tie Pinta, aft Cede tapiratioa Date �sttraer oa Whine TYPICAL ANCHORS: SEE ELEV. FOR SPACING ANCHORS TYPE SUBSTRATE AT HEAD AT SILL AT JAMBS MIN. EMBED. MIN. EDGE 131ST. MIN. EMBED. MIN. EDGE MST. MIN. EMBED. MIN. EDGE 0IST. 1/4' DA ULTRACONS BY 'p'cO' (Fu.177 851. Fy".155 K51) W000 1 -3/8" 1" NA N.A. 1 -3/8' 1' MASONRY NA N.A. NA NA. 1 -1/4" 2 -1/2" CONCRETE 1 -1/4" 2 -1/2' 1 -3/4" 2 -1/2" 1 -1/4' 2 -1/2' 1/4" DIA. SELF DRE.UNG SCREWS (GRADES CRS) METAL 1/8" 3/4' 1/8' 3/4" 1/8' 3/4' 12 W000 m 2BY WOOD BUCKS OR 50013 STRUCTURE S G. • 0.55 MIN. MASONRY a C -90 HOLLOW /FILLED BLOCK rm . 2000 PSI MIN. CONCRETE m rc . 3000 PSI MIN. METAL = 1/8' MIN. THK. STEEL Fy . 36 851 MIN. MI MI -DADE COUNTY APPROVED MULLION 1/8" YON. THK. 131 OR 2BY 5001) BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY OLAZNG SYSTEM AND TRANSFER THEM TO BUDDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. `t°v± Ia Q9 z J ctA CC Om •V;g ER Of CI d 808 STRENGTH GROUT rc - 5000 PSI MN. NOT BY &1.W. MUST TRANSFER SHEAR LOAD TO STRUCTURE USE 5/16" DIA. 116TRAC0N- AT ADA SILL ONLY SEE ELEVATIONS FOR SPACING • ° TYP $A. ELEVATIONS 1(I/ E ELLEVAATIONS FOR SPACING Emir 885110 VIOAR CIVIL FLA. PE 38883 A3 CN. 3530 ° STD. STT T. ADA THR SHOUT OP e . 'UNITS OPERABLE UNIT$ (APPROVED FOR WATER RESISTANCE) (POT APPROVED FOR WATER RESISTANCE) J N"1 12010 (sheet 5 of 12) TYPICAL ANCHORS SEE ELEV. FOR SPACING CHORS ACING W LOCK OPTIONS SEE SHEET 12 1BY WOOD BUCK xkOOOLI WARD se aiRP10:11.4th tbe t46146. Batiks Cot_ Atelerff ". a if •Db3 Itxpirstles Or* z 0 a a1 • � 0 0. ao 0g + 01V:4, ;fin METAL STRUCTURE 1/2' MAX. SHIM TYPICAL. ANCHORS SEE ELEV. FOR SPACING NOT APPROVED E FDR WATER RESISTANCE TYPICAL ANCHORS SEE ELEV. FOR SPACING ALTERNATE LOCATION FOR ANCHORS EXTERIOR FRAME VADTH (xx) LOCK OPTIONS SEE SHEET 12 APPROVED E FOR WATER RESISTANCE 8 DOOR DETAILS Eel: ARSHAO RroM OWL FAA. PE 1 38883 CAN. 3538 SEE SHEET 1 FOR GIVING JAN 1 120MQ 1 drawing no. W08 -23 (sheet 6 of 12) Ed TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • METAL STRUCTURE TRANSOM DETAILS 3 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING mx gi TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING o 1 N 41O N ^ • Fad Z to J d oh A �Vm " z t(n as o TYPICAL ANCHORS SEE ELEV. FOR SPACING MX. SHIMS SSEE NOTE BELOW /4' +RODUCE REVISED eseptehqg with t the PIM1dt Bald* Cede Ampaeee Ned*.6/JC•Ol: t+rtrid•e 4oe �Lc7�o /j �/1gOelf+t" ObleY� . MAX 0. U EXTERIOR D.L0. ALTERNATE LOCATION FOR ANCHORS 73 3/8' MAX. TRANSOM LEAF ROTH FRAME WIDTH SLIM_ SPACE A7 SIDEL tFR, ANCHORS INTO WOOD. MASONRY OR CONC. 1/Y MX. SHIMS FOR WIDTHS UP TO 46' 3/8' MX. SHIMS FOR MOTHS ABOVE 46' ANCHORS INTO METAL STRUCTURES 3/8' MAX. SHIMS FOR ALL WIDTHS OPERABLE DOOR WITH TRANSOM Engn AMMO VIM FLA. PE 381183 C IJ6d/ 38 JAN 1 12010 #>4 drawing no. W08 -23 (sheet 7 of 12) TYPICAL. ANCHORS SEE ELEVATIONS FOR SPACING 'TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SIDELITE DETAILS I • 0 • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STATIONARY UNITS (SINGLE SOELITE) 112010 (sheet 8 of 12 DOOR LEAF WIDTH EXTERIOR a a drawing no. W08 -23 .750 4.412 DOOR FRAME HEAD /SILL L .750 T- 0 FRAME HEAD T- r_, - ppr-1.675_1 1.375 SHEAR CLIP .078 TOP /BOTTOM RAIL 6.000 8.000 L1.900 -.I BOTTOM RAIL 4. 6.500 .100 4.040 2 000 .078 .125 >vP. HINGE/LOCK STILE .094 - �I.956 F-- x.084 IY 2.287 so .084 .164 -} 1-1.898 14 JAMB /MULL ADAPTER 1.750 FLUSH BOLT BLOCK 2.040 2.000 .125 TYP. SIDELITE SASH STILE INTERIOR GLASS STOPS 1.365 DOOR TRANSOM ADAPTER 1.196 1.385 EXTERIOR GLASS STOP 1.116 L .922 - i1.070L SNAP COVER 1.250 1.939 .150 10 DOOR ASTRAGAL .930 2.010 JAMB SCREW COVER .102 T-1- 4.000 ---1 O THRESHOLD /SILL 1.750 • n STEEL REINF. n9UCT REvegto neknieCode g0. ^offro3 1 RA. PE 1 CAN. 3538 IAN 1 1 min Z 0 i m p. r4 1 4i gi film p 12hg 14112 °cu wb t 8 8 drawing no. W08 -23 (sheet 100+121 4 8 ACTIVE LEAF* MOAT; 3 POINT LOCK ASSEMBLY (M18050) BY 'ADAMS RITE' NBTH 4015 THROW 801.T AT 35-1/2" FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AID ENGAGING FRAME AT HEAD AND SILL .02/1.0 _41.2; LOCK ASSEMBLY (KL4027 & 1CP4028) BY 'KWIKSET' WITH THROW BOLT AT 35-1/2" FRW4 BOTTOM KEY OPERATED ON EXTERIOR AND TK1018 TURIN ON INTERIOR MANUALLY OPERATED FLUSH BOLTS LOCATED AT 13 -1/2' FROM BOTTOM AND 34" FRO11 TOP. OPTION 13 LOCK ASSEMBLY (W5110- STACT6) BY 'AMMO' WITH- THROW -BOLT AT 355.1/2' -FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF CONCEALED FLUSH BOLTS (F8- 1202 -914) 01' 'SULUVAN & ASSOC: MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13 -1/2' FROM BOTTOM AND 34' FROM TOP NOTE: LOCKS MUST BE ENGAGED DURING PEPo005 OF HURRICANE WARNING. HINGES; 4' X 4' 5T. STEEL BUTT HINGES (058440 OR 544HD) AT 13" FROM TOP AND BOTTOM ENDS AND 26-5/0" 0.0. MAX. HINGE ATTACHED TO DOOR FRAME AND DOOR STILE USING (4) /t2 X 1' PH M5 3 HINGES PER LEAF UPTO 6/8 HIGH DOORS 4 HINGES PER LEAF DOORS HIGHER THAN 8/8 1T104 1 PART / REQD. DESCRIPTION MATERUd. MA1IF. /SUPPLIER/BEMABX9 1 WDF -023 AS RE00. FRAME HEAD 6063 -16 - 2 0WF -013A 1 DOOR FRAME HEAD/SILL 6063 -16 - 3 0NF -008 2 /DOOR FRAME JAMB 6063 -76 - 4 DYFF -002 1/ LEAF DOOR T0P /8OTTOM RAIL 6063 -T6 - 5 OWE -003 1/ LEAF DOOR BOTTOM RAIL 8003 -T6 - 6 0WF -001 2/ LEAF HINGE SOLE /LOCK STILE 6063 -16 - 7 Ds IF -010 2/ LEAF SIOELITE SASH STILE 6083 -16 - 8 OWF -009 AS RECO. DOOR TRANSOM ADAPTER 8063-T6 - 9. DWF -011 AS RECD. SCREW COVER 6063 -15 - 10 OWF -006 AS REOO. DOOR ASTRAGAL 6063 -16 - 11 DWF -012 AS READ. SNAP COYER 6063 -T5 - 12 DWF -005 AS RE00. INTERIOR GLASS STOP 8083 -T5 - 12A WIFE -024 AS READ. INTERIOR GLASS STOP 6063 -15 - 13 OWF -004 AS RECD. EXTERIOR GLASS STOP 8063 -16 - 134 SI99533 AS RECD. EXTERN' GLASS STOP 6063 -18 - 14 DW11 -007 AS REGD. DOOR JAMB /MULL ADAPTER 6063 -78 - 15 32082 - FOAM -ORE W$TfIPPING VINYL AMESBURY 18 0225X190 - 0 -104 2 9/STOPPING VO4YL SCHLEGEL 17 5101 -8 AS RECD. GLASS STOP GASKET SANTOPRENE BY CENTRAL PLA5I165 18 .187 s .320 HT. AS R00. FOOEAM. PILE W STRIPPI40 - ULTRAFAB 19 .187 x .200 HT. AS ROD. FINSEAI. PIE W'$TRIPPI4G - LATRAFAB 20 /8 X 1/2" - ASTRAGAL SCREWS PH SINS - AT 4' FROM ENDS & 8' 0.C. 21 /8 X 1/2' AS RECD. GLASS STOP SCREWS SELF DRLUNG - AT 8" FROM ENDS & 15' 0.C. MAIL 22 /12 X 1-1/4" - FOIL PANEL SCREWS PH 5115 - AT 6" FROM ENDS & 17' O.C. MAX. 23 - AS RE00. SHEAR CLIP ALUMINUM - 24 5D44110 4 /LEAF BUTT MINCES - STAINLESS STEEL 25 - AS RECD. MUU N REINFORCING STEEL - 26 /12 X 2' 2/ CORNER FRAME ASSEMBLY SCREWS 5T. STEEL PH 5115 27 /12 X 4' 1/ CORNER FRAME ASSEMBLY SCREWS 5T. STEEL PH SINS 28 /12 X 1/2" AS RE00. HINGE ASSEMBLY SCREWS ST. STEEL FH MS TYPE 23 29 20305 AS RECD. THRESHOLD/SILL 6063 -T6 - 30 00019AV36 AS RECD. DOOR BOTTOM SWEEP ALUM/VI4YL. BY CRI. 31 51W 521 - FLUSH 001.7 BLOCK 8063 -16 - 32 12 - FLUSH BOLTS - SULLNATN & ASSOC. 33 1118055 - 3 POINT LOCK - ADAMS RRE PRODUCT REVISth . .e0Arhls8"� die Ns , _arc ladOMICAde AcdspIxame 1ytutl. rf8 INDAdok SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. 014 Env: ARSHA0 MOM 66/11 CAN b� AN 11201D z V 0 ;S 6 1 drawing no. W08 -23 (sheet 1 T OTT 2,) FRAME TOP CORNER FRAME BOTTOM CORNER 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 NW 75th Ave Miami, FL 33122 SCOPE: MIAMI -DA.DE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov /buildinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami- Dade County Product Control Division 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 "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Load bearing shim required. 2. Max %" shim allowed for installation in steel substrate. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed, and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 08- 0613.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The ubmitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 Page 1 R C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by AI Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS'. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5390 dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 di prepared by Fenestration Testing Laboratory, Inc., Test aluminum entrance L -4154, dated March 24, 2004, FTL -4155, dated March 30, 2004 and FTL -4166, dated March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04 -0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004/ 2007, prepared by Al Farooq Corporation, dated May 29, 2008 and last revised on July 14, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon) E. Chief, Product Control Division NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 2. Statement letter of no financial interest, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 3. Statement letter of changes, dated May 04, 2009, signed and sealed by Arshad Vigar, P.E. 4. Laboratory compliance letter for Test Report No. FTL -5390, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0613.07) 5. Laboratory compliance letter for Test Report No.'s }T L-4154, 141 'L -4155 and FTL- 4166, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, March 30, 2004 and March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0608.03) G. OTHERS 1. Notice of Acceptance No. 08-0613.07, issued to R. C. Aluminum Industries, Inc. for their Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites - L.M.I. ", approved on 09/04/08 and expiring on 08/19/09. E -2 Jaime D. Gascon, >i. E. Chief, Product Control Division NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 SERIES RD45 ALUMINUM OUTSWING ENTRANCE DOOR SINGE ( /X)) AND DOUBLEp(0 /XX) LEAF DOORS WITH WITH TRANSOMS ABOVE. SHEET 2. SINGLE AND DOU8&E LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. 39 3/8" MAX. FRAME WIDTH THIS PRODUCT HAS BEEN DESIGNED AND its LB TO COMPLY WITH THE REQUIREMENTS OV THE FLORIDA BUILDING CODE 2004/2007 EDMON INCLUDING HIGH VELOCITY HURRICANE ZONE (MMZ). WOOD BUCKS BY OTHERS. MUST .8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LIS TED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SWILL 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 REOUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. (x) 4 1/2" MAX. HEAD /SILL CORNERS 75 3/8" MAX. FRAME WIDTH 2 1/2• 2 1/2" 2 1/2" Q 0 J SURFACE APPLIED FALSE MUNTINS MAY HE USED \ t / / / / / (X X) MAXIMUM DESIGN LOAD RATING -+ 80.0 PSF (FOR SIZES SNOw9 ANNE 0R SMALLER) - 80.0 PSF AS ALLOWED Br F8C n 0 cs THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 — DEC — 2 I 9 Envy. ARSHAD MAR Cn4L RA. PE / 38864 CAN. 3538 MAY 0 6 2009 R045 ALUM EN v B 0 k drawing no. W04 -37 sheet 1 of 10.) DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS D.L. OPG. I2" MAX DOOR GLASS TYPE GLASS TYPE 61915 -61 610TH -112 IHOGHT -A •A' 'B' INCHES INCHES INCHES EX1. (+)/MT.(-) E77.( +) /M7.( -1 24 ii I 80.0 80.0 63 -3/6 30 / II = 77c- qF ---- It V ____=yTY_ -_ / \ n tii =- II \ ii \ \ BOA 80.0 001MIW i..i 37 -5/8 80.0 80.0 43 -5/8 80.0 80.0 24 81 -5 /8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75-3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 83-3/8 30 80.0 80.0 37 -5/8 60.0 80.0 43-5/8 80.0 80.0 24 89-5 %8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5 /8 80.0 80.0 24 800 80.0 75 -3/8 30 80.0 80.0 37 -5/8 800 80.0 24 80.0 80.0 _3/8 30 80.0 80.0 37-5/8 ' 800 80.0 43-5/8 80.0 80A 24 91 -5/ 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75-3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63-3/8 30 80.0 800 37-5/8 80.0 80.0 43-5/8 800 80.0 24 /8 80.0 60.0 69 -3/8 30 60.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75-3/8 30 80.0 810 37 -5/8 80.0 80.0 W1 (519011 DOOR FRAME 1111915) - Zt + 1 -5 /6- 75 3/8' MAX. FRAME WIDTH 693/8" D.L. OPG. I2" MAX HEAD /SILL 11 rr ii II n /i ri ',)e. /.9P II it O u L m p II u ii I / / \ \ \\ \ \ 1/ // // / / / / / / / II = 77c- qF ---- It V ____=yTY_ -_ / \ n tii =- II \ ii \ \ .i 001MIW i..i XMW Env: ARSHAD WAR Cna F.A. PE j 36863 CAN. 3538 MAY 0 6 2009 4' MAX. HEAD /SILL CORNERS g �Q 3 co 0 Z il & g 81 H 46110 8 W W N U FAX. (305) 592 -215 8 e a a 0 drawing no. W04 -37 sheet 2 of 10) DESIGN LOAD CAPACITY - PSF SID£UTES GLASS TYPE SIDEUTE WIDTH FRAME HEIGHT A' & IV INCHES INCHES EXT.(4)/INT.( -) 36-1/4 80.0 38-5/8 81 -5/8 80.0 41 -1/4 a 80.0 43 -1/4 m 80.0 36 -1/4 80.0 38 -5/8 85 -5/8 80.0 41 -1/4 80.0 38-1/4 - _ - _ _ -o0A 38-5/8 91-5/8 80.0 36-1/4 97 -5/8 80.0 2 1/4- MAX. HEAD /SILL CORNERS SIDELITE WIDTH MAX. SEE CHART AT LEFT 2 1/2' 2 1/4' MAX. HEAD /SILL CORNERS SIDEUTE WIDTH MAX. SEE CHART AT LEFT 75 3/8' MAX. FRAME YAM SEE CHART AT LEFT 2. 1/2' 2 I/2' 2 1/2• I- SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH = 75-3/8 - MAX. DOOR FRAME HEIGHT = 97 -5/81 FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. m err U)rl z 1Ha fig Q � U 2D o g 040 .0 LLf - J Z X re (sI „ Z n 7 � m 2t. 3 IrN20 (0) 25 11/18' DJ- OPG. 72' MAX. DOOR OPNG. WIDTH (OXXO) FAX. (305) 592-2t84 nqr: AR9IAD HOAR CMl M PE 9 38883 CAN. 3538 MAY 0 6 2009 PRODUCT RENEWED arhh the Florida Banding Code AcespIedes No DOM/on Date Miami : 8 Do LC < 8 $ S drawing no.I W04 -37 (sheet 3 of 10) It - (. u JE a 11 4. /, m g _- 41. II — II II 11 I II II 11 11 I1 11 I I- SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH = 75-3/8 - MAX. DOOR FRAME HEIGHT = 97 -5/81 FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. m err U)rl z 1Ha fig Q � U 2D o g 040 .0 LLf - J Z X re (sI „ Z n 7 � m 2t. 3 IrN20 (0) 25 11/18' DJ- OPG. 72' MAX. DOOR OPNG. WIDTH (OXXO) FAX. (305) 592-2t84 nqr: AR9IAD HOAR CMl M PE 9 38883 CAN. 3538 MAY 0 6 2009 PRODUCT RENEWED arhh the Florida Banding Code AcespIedes No DOM/on Date Miami : 8 Do LC < 8 $ S drawing no.I W04 -37 (sheet 3 of 10) LOCK OPTIONS SINGLE DOORS; OPTION /1: 3 POINT LOCK SYSTEM BY 'AMESB UtY' WITH SURFACE MOUNT HANDLE AT 36' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. OPTION !2• 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 38' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK OPTIONS DOUBLE DOORS; DEBONJ1.4 3 POINT L001< SYSTEM BY 'I MESBUINY" WITH SURFACE MOUNT HANDLE AT 36' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. 11216ME LEAF 2 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 35' FROM BOTTOM OPTION s2: ACTIVE LEAF: 3 POINT LOCK OTaTtM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 38' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'HOPPE' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD. & SILL SURFACE MOUNT ACTUATING HANDLE AT 36' FROM BOTTOM 1/8' HEAT STREN'D. GLASS .090' INTERLAYER DUPONT 'BLITACITE' PVB 1/8' HEAT STREW!). GLASS SILICONE DOW CORNING 795 DOW CORNING 995 5/32` TEMP. GLASS 1/4' AIR SPACE 1/8' HEAT STREW!). GLASS .090' INTERLAYER DUPONT 'BUTACITE' PVB t Ct,ICa 1 1► 61 CO 1 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 GLAZING OPTIONS Ems. ATLANAG HOAR awL FLA. PE % 38863 CAN. 3538 MAY 0 6 2009 GLAZING DETAIL AT DOOR LEAF GLAZING DETAIL AT SIDEUTE PRODUCT RELAYED taECt!{dyi�g At FkNidi Aix4weo Ho•r` -•, Eamon Dow .:1.'`9.F-1 Tai .. ;.: Lhod9UOoffal .0 FAX, (309) 592-2184 I{ drawing no. W04 -37 (sheet 4 of 10) jE WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL A –C-1— ' SEE ELEV. FOR SPACING uu Ti i(WiK –CON II (Fuel63 KSI. q °137 KS!) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1_1/2" MIN. WOOD PENETRATION THRU 4 MIN EEMMBEDC MASONRY NTO MASONRY I–i / OR CONE. 1 -1 DIRECTLY INTO MASONRY OR CONCRETE 1_1/2" MIN. EMBED INTO CONCRETE 1 /4_^_ A-1M5 OR c 2..1 mt "'REWS (GRADE s cR5) INTO METAL STRUCTURES 36 KSI MIND STEEL : 1/B" THK. MIN. (Fy ° ALUMINUM : 1/8 THK. MIN. (6063–T5 MIND (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 113 Et1C,E DI51'AN� INTO CONCRETE AND MASONRY ° 2 -1/2" MIN. INTO WD STRUCTURE . 1" %1114. INTO METAL STRUCTURE ® 3/4"4' ►UN. CONCRETE rc ° 3000 PSI MN. MASONRY rm 1500 PSI MN. S A p$•. _ TI SCREWS AND OF ANCHOR SCREWS AT SILL TO BE SEALED WITH ALL FRAME AND PANEL JOINT. WHITE /ALUM COLORED SILICONE. MAY 0 6 2009 TYPICAL ANCHORS SEE ELEV. FOR SPACING E3 /--, C } (b ! ACTIVE ANCHORS ACING LOCKS SEE SHEET 4 FOR DESCRIPTION 1/2' MAX SHIM 1/2 MAX. SHIM (X) TYPICAL ANCHORS SEEM. FOR SPACNG LOCKS SEE SHEET 4 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING INACTIVE ACTIVE METAL STRUCTURE 1PIY WOOD PRICK 1/2' MAX. SHIP 1/4' MAX. SHIM ( X X ) Env.: ARSNM CML PIA. PE i 33983 CAN. 3338 MAY 0 6 2009 PRODUCT RENEWED as complying with the Pbs da azx lb A ETV Mani D drawing no. W04 -37 (sheet 6 of 10) EXTERIOR ant FlA PE I.� C.A.N. MAY 06 2009 ,RODUCT MIMEO es aeoriiiyin$ with the Florida .p..vm {.�iete Code ay minion Q drowittg no. W04 -37 sheet 7 of 10 IA- • I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING A e • TYPICAL ANCHORS SEE ELEV. FOR SPACING g O 0 O X EXTERIOR O.L. OPG. LEAF WIDTH 1/2 MAX SHIM DOOR FRAME WIDTH (DOOR W/ SIDEUTE) a. • Env: A6514AD MOMI CmL FLA. PE 3 38863 C.A.N. 3636 TYPICAL ANCHORS SEE ELEV. FOR SPACING MAY 0 8 2009 PRODUCT RENEWED ea complying with Ow Florida Boadics Coda Macaw= - `-0430.0 Ezpitutlon Date..l irt_:�••� Mimi A Product Control DiYisLon drawing no. W04 -37 (sheet 8 of 10 6 ITEM # NUMBER REQD, DESCRIPTION MATERIAL NANF. /SUPPLIER /REMARKS a 3.770 .125 3.750 - -1 Et RD45 -023 1 FRAME HERO 6003 -TS - 1.813 L E, 4" .936 .A.1 'N\3 3.000 Et - • 2.125 + J. ES 8045 -024 i FRAME SILL 6063 -16 , 3 a 0 1.626 2.125 E3 RD45-022 2 FRAME JAMB 8063 -T6 - ^ . 1.988 = 0.873 /SILL E4 RD4S -004 1/LEAF TOP RAIL 6063 -T6 - I - •887 SIDELtTE TRANSOM t � TYP. Ix Si JAMB HEAD 55 RD4S -021 1/ LEAF BOTTOM RAIL 806J -TB - .090 `-' TP' - 372 SIDELITE HEAD /SILL TRANSOM JAMB -- - -. E6 RD45 -008 2/ LEAF HINGE STILE /INACTIVE LEAF LOCK STRE 6005 -15 - E7 RD45 -002 2 VERTICAL. JAMS STOP 6083 -T6 - ]x = 2.610 w \4 1- -1.875 Sx = 1.383 IN\3 %-� fiery _DOOR HEAD - 58 6045 -010 AS REOD. GLAZING BEAD (W1. INSUL. GLASS) 6063-TB - E9 RD45 -007 AS REOD. GLAZING BEAD (LAM. GLASS) 6063 -T6 - E10 RD45 -017A AS REOD. LOCK STILE ACTNE LEAF 6005 -15 - El 8045 -014 AS 9500. SIDELRE HERO /SILL. TRANSOM JAMB _ .6005 -i5 1.512 E12 R045 -015 AS REOD. JAMB AT 510E UTE. HEAD /SILL AT TRANSOM 6083 -T8 - 1.88 I 1 J- 5I3 RD45 -018 AS 6500. SNAP COVER - - 4a09 .100 4.000 .115 EIS 8045 -029 AS REOD. INTERIOR SNAP COVER E20 11045-030 AS tff�. ANCHOR CLIP, 8' LIXNC 6053-76 F i ?SO Mt 8045 -MGT 4/ LEAF HIDE ASSEMBLY 60005 -15 - I .082 III 2.D2S Q SNAP COVER --dl ., I YJ Rp4S -M03 AS REOD. FLUSH BOLT AT 3 POINT LOCK - 2115 2.187 M14 W31384NK AS RECD. WEATHERSTRIPPING - - •156 - i120 = 3/16' ■ 1 /2' ■ 4' SETTING BLOCK. 8' FROM EACH END M21 1/2 a 3/4 ■ 4' SETTING BLOCK. - 6' FROM EACH END & MIOSPAN 4.125 HINGE STILE EB INACTIVE LOCK STILE M24 RD45 -M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 60005 -T5 - .t8a +p- I OFRAME I156 �t•887 Ix JAMB = 2.282 M\4 Si n 1.024 IN\3 1425 W31421tNK AS REDD. - VI 03751270 DOOR WSTRIPPING FOAM 0 -JINN 1.248 /� GLAZING I EeX (LAM. INSUL `•s •875 BEAD GUSS) V2 V-059 - OFFSET BULB VINYL WSTP. PVC 4.209 ( .100 V4 Y -009 BULB W STRIPPING PVC 819060, WV -3289 VS V -065 PEROXIDE THREAD -IN FINGER TREMCO r1.750-1 1.750 S2 AS REOD. •3/8' -16 X 2' LC. FID1 THREAD HX.HD.. - 1 PER LONER S3 4/ HINGE 912 - 24 X 3/4' LG. PHIL. F.H. MACHINE SCREW ST /SF HINGE INSTALLATION SCREWS 4.000 .100 SS AS REOD. 912 X I -1/4' LG. PHIL. EMS. ST /ST ASSEMBLY FASTENERS SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION M- 3.125 1 -4.125 Et ACTIVE LEAF LOCK STILE 1.248 --•8-F I Y r- .562 GLAZING BEAD 0 (LAM. GLASS) I -+i .582 E4 TOP RAIL 7.7so .100 - - /X �,/(•- 6.875 1.870--1 I 1 1.875 - 1.375 .875 A 70 �" Et INTERIOR SNAP - - -.8860 T COVER e S e e 7'- � • 11_1.995 41400 `--. XA $ `-' a V e k 1 3.750 E2 FRAME SILL .5001 3370 - Ear 1311L NOM FLA FE 1 38883 CAN 3538 Ay 0 6 2009 BuRdfm3Code .082 .625-.4 0 VERT. JAMB 1.844 -.1 ld STOP M1 .542 ( 8 .447 la E7111Vdca °" `may D.roiou drawing W04 -37 I� L ' BOTTOM - .1.750 -.I RAIL 158 EZ ANCHOR CUP (sheet 9 of 10) DOOR TOP CORNER TRANSOM TOP /BOTTOM CORNER DOOR BOTTOM CORNER SIDELITE TOP /BOTTOM CORNER 1' X 2 -1/2' X 1/4' ALUM PLATE LEAF TOP CORNER 1' X 2 -1/2' X 1/4' ALUM PLATE LEAF BOTTOM CORNER Eng,: ARSHALI vx MR FLA. PE 1 38883 C.A.R. 3538 MAY 00 2009 PRODUCT RENEWED eceseeyine with the Florida &gas Code Fb -�06�OO O Bxpixotion Mi Dade Coratol � L'+4.1/4.m 113411.4 z Rg S c • , • eg t�3�= 4 ▪ III d 0 74, U J FM. (305) 592- c 0 as 08 C s a S A drawing no. W04 -37 (sheet 10 of 10) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972_,._, INSPECTION'S PHONE NUMBER: (305) 762.4949 BUII, ING PERMIT APPLICATION FBC 20 Permit No. VJ S ' 17- 9g 2- Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): ORCTI4 EL ���� Phone #:ri'�� '�9� 2€ Address: 9kr2- 0 '3 /5 LtW /1Q LVT City: p2/ 4'01 / \FX O re S / state: —FL Tenant/Lessee Name: Email: ZP: Phone #: JOB ADDRESS: C 590 ? Q City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zoe: CONTRACTOR: " R: Company Name: I P M' Phone #: 3 ps 246-100 Address: 901D S. ,) dye/ 10 City: P'/ /4-041 / Qualifier Name: State Certification ors Registration #: OEN, (cO Contact Phone #:y DESIGNER: Architect/Engineer: S r L Zip: 33 157-C Phone #: Email Address: CAK L OS Peg E Certificate of Competency #: eV 0 Value of Work for this Permit: $ l Square/Linear Foo)ge of Work: a Type of Work: OAddition / DAlteration . ❑New epair/R/eplace Description o Work: Al / a C. e • ex / f/ ,, A/ / ii i' e3 &J r iii /41- n / Al e .c r S/s --4 /4 t � � 1CO eS Phone #: (7th) 11 2 DDemolition + x******** *****+ x**** ** ****************** Fees**+ x***** * * * ********** ** * * ** x******* ******* ** Submittal Fee $ 50.00 Permit Fee $ Q o a Scanning Fee $ PA ID Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF$ COCC$ DBPR $ Boned $ Technology Fee $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if $pplicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I ertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con truction and zoning. "WARNING TO bWNER: 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 approve and a reinspection fee will be charged. Signature The for : o day of who is perso • Owner Or Agent g instrument was tcknowled� ,2O ,b known to m d bef me this (- 16- at Signature EltraA(.1? WAAA•b•C-0- ontractor re . ing instrument was acknowled „ed before m 200, by A, or who has produced As identification and who did take an oath. NOTARY PUBLI:? ,ezoy:aye,, MAOAYDEARMAS -SODS °.,� MY COMMISSION # DD 950325 EXPIRES: February 7, 2014 Banded Thru Notery Public Underwriters My Commission Expires: APPROVED BY ,4 y known to me or who has produced as identification and who did take an oath. MADAV DE ARMAS -SOUS MY COMMISSION # DD 950325 EXPIRES: February 7, 2014 ,4;:iiP Bonded Thru Notary Public Underwriters My Commission Expires: **** ******w+ x+ x***** **• x****+ x* *+ x**********t********+ **** ******* *+ x******+x****+x*+x*** Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06 /10P2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 174469 1 Permit NuMber: EL -6 -12 -1030 Scheduled Inspection Date: February 26, 2013 Inspector: Devaney, Michael Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: FOSTER & SON ELECTRICAL CONTRACTORS, INC. Permit Type: electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060142870 Phone: (305)644 -5869 Building Department Comments ELECTRICAL WORK FOR INTERIOR REMODEL permit paid. lic. missing. do not schedule insp. 11/13/2013 -LIC AND INS RECEIVED Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments February 25, 2013 For Inspections please call: (305)762 -4949 Page 2 of 7 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 9520 BISCAYNE Boulevard Miami Shores, FL 33138- 1132060142870 Block: Lot: JASON & GRETHEL FEVIG Owner information Address Phone Cell i JASON & GRETHEL FEVIG 9520 BISCAYNE Boulevard MIAMI SHORES FL 33138- A Contractor(s) Phone Cell Phone FOSTER & SON ELECTRICAL CONTR (305)644 -5869 0= Valuation: Total Sq Feet: $ 2,000.00 0 Type of Work: ELECTRICAL Additional Info: INTERIOR REMODEL Classification: Residential Scanning: 1 FVIJST of Jt3 AT TI E f PFT1flI*1 I Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Work without Permit Fee Amount $1.20 $3.37 $3.37 $0.40 $225.00 $3.00 $1.60 $0.00 Total: $237.94 Pay Date Pay Type Invoice # EL -6 -12 -44412 06/06/2012 Check #: 4236 08/09/2012 Check #: 4254 Amt Paid Amt Due $ 50.00 $ 187.94 $ 187.94 $ 0.00 Available Inspections: Inspection Type: maI Meter Box Alteration Relocation Fire Alarm Service Change Underground W. W. Applicant Copy For Inspections, Call (305) 762 -4949 or Log on at https: // bldg .miamishoresvillage.com /cap /. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. August 09, 2012 2 l�- } Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Permit No. Master Permit No. t ° ) y� �� luiJUN 0� Y Y:._...... ........ ,____ 105 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): �lrt -�- � �Q�✓ ► �c�+ 3C nr\ 4?n✓►cphone #:.o5 —4L1 2_8 �- Address: 131®5 `'')C-4.1Y0. CJ r PIA— I Del ii City: or �� r�rw► a State: ► Zip: 331 Tenant/Lessee Name: M l ft Phone #: / A ark ��i l a 1 7e3 �9 eyj-r.rt i Email: JOB ADDRESS: i 5 2-0 6i ccl y'\s__ v A. . City: Miami Shores County: Miami Dade Zip: 3313B Folio/Parcel #: Is the Building Historically Designated: Yes NO ✓� Flood Zone: CONTRACTOR: Company Name: i 0 5' +' U eLecteem. coat Phone#: 5 ` , 3134 Address: Z4-5:1 s ` �1 1 City: M t t State: 1° Cl C2.4 P A Zip: Qualifier Name: 4) e- L S ' '3 -3' ,"- State Certification or Registration #: 4-c, Contact Phone #: °�" a -341 004- Email Address: DESIGNER: Architect/Engineer: Phone #: �` ®� Certificate of Competency #: 419,E-000 R evid G od ® Cry Phone #: Value of Work for this Permit: $ e 0 0 Square/Linear Footage of Work: Type of Work: OAddress Description of Work: b 9 a ******** *** *** ** * * **** *********** * * **** Fees************* ** **m***** ************* * ******* 3cri/f/i Submittal Fee $ Permit Fee $ , t' CCF $ Scanning Fee $ Radon Fee $ CO /CC $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW DUE $ � • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. Signatur Owner or Agent The fore _iing instrument was acknowledge before m this day o pers NOTARY PUBLIC: , 20 %O, b 2 O1'1 1 Signature 41 on p ctor The foregoing instrument was acknowledged before me this 4 f .J116�1( , 20 by ly known to me or who has produce h. is personally known to or who has produced As identification and who did take an oath. as identification and who did take an oath. Sign. Print: My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission l3' re. LAZAROALVAREZ * MY COMMISSION # EE 1503'23 q :' !! °± EXPIRES: January 17, 2016 F.toir Banded Thor Budget Nolaiy Services * * * * * * * * * * * * * * * * ** ** **+ x+ x***m ******x: ******+ x*** ****** **+ x* ***** ***** ****** ******** *** **+ x****************+x***** 70'2 76/1 APPROVED B (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Zoning Structural Review Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 186608 Permit Number: PL -6 -12 -1032 Scheduled Inspection Date: March 06, 2013 Inspector: Hernandez, Rafael Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: EDDY MARTINEZ PLUMBING SERVICE Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060142870 Phone: 305 -883 -8486 Building Department Comments PLUMBING WORK FOR INTERIOR REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Infractio Passed Comments INSPECTOR COMMENTS Inspector Comments CREATED AS REINSP CTI False OR INSP - 174477. no cpvc for instant hot March 05, 2013 For Inspections please call: (305)762 -4949 Page 28 of 43 .. H (14 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 BY: Permit Type: PLUMBING 1 OWNER: Name (Fee Simple Titleholder): C1(L% 1 ..Q\ V 1� or i) Phone #: 30S-2DG ° 44 Address: 1310 S I'X o ro. Co() -% Av Dck City: IQ Dr 1s0.wt-11 State: Tk,ov'■ A Zip: ,3 Ira Tenant/Lessee Name: s.5 I A Phone #: N (-A Email: 1P-L-AL-R---\ %%zo �►sc�.yr'1 �o� City: Miami Shores County: Miami Dade JOB ADDRESS: Zip: 3 313 Folio/Parcel #: Is the Building Historically Designated: Yes ✓� CONTRACTOR: Company Name: E CL1 PNe 2 I" /ti Phone #: (Q )) 51— chi I (D Address: t (`) s--+ • z City: rr r CW1 I State: �t Zip :33(5 r) Qualifier Name: alCICI nt f -h)'LQ Phone#: 9 ) ILO State Certification or Registration #: Certificate of Competency #: CF h5 7119 I Contact Phone #: Email Address: i\ / Pr NO Flood Zone: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ L 0 0 Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration Description of ork: s .1r a z.0A, sPA431,3 .n100■1 t Submittal Fee $ Permit Fee $ V 3-J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ 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 Statt 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 FT,RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AIF'IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction 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. Signatur • Signature Owner or Agent Contractor The fore ing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I day o , 201.., b ` . 1 � OA& ' of A , 2019%, by Edit .( trig t tie D- , p `wJ ,js pe sonally known to me or who has produc • a t'.� who is y -isonally know! me or who has produced Q ul , As identification and who did take an oath. as identification and who did take an oath. My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY NOTARY PUB C: Sign: Print: ..it A My Commis .Jc: {ems. LOURDES SUAREZ PlOsMY COMMISSION # DD564055 EXPIRES April 30, 2014 (A01). ; ' 163 FWAdaNrirySerrbe.con► ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 4 (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Structural Review Zoning Clerk Aug 09 12 10:02a Xpert Plumbing, Inc. 7866572624 `/3r•13• ZUi'i }:18)A No•0684 CERTIFICATE OF LIABILITY INSURANCE PRODUCER Access Insurance Group 8726 N.W. 26th Street, Suite #11 Dorai, FL 33172 Phone (305) 592-7700 =ax (305) 5934785 INSURED Eddy Martinez Plumbing Services, Inc 11250 SW 175 Street MIAMI, FL 33157- ] (305) 256 -9093 COVERAG ES p.1' /r I P . c,1 DDJYY) 03/13/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: INSURER 8: INSURER C: INSURER D: INSURER E: Ascendant Commercial NA1C # THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICYPERIOD INDICATED. NOTWITHSTANDING ANYREQUIREPAENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH R ESP ECTTO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTOALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAYHAVE BEEN REDUCED BYPAID CLAIMS, INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER GENERAL LIABILITY COMMERCIAL GENERAL LIABILnY ❑ ❑ ❑ CLAIMS MADE Ri OCCUR 0 GEN'L AGGR ELATE LIMIT APPLIES PER: 0 POLICY ❑ PROJECT C LOC AUTOMOBILE LIABILITY ❑ ANYAUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS C NON OWNED AUTOS G138965 -0 POLICY EFFECTIVE DATE (MMIDDA'YYY) 01/04/2012 POLICY EXPIRATION DATE (MPA/DD/YYYY) 01/04/2013 LIMITS EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGO 1,000,000 100,000 5,000 1,000,000 000,000 1,000,000 GARAGE LIABILITY ❑ '0 ANYAIJTO 0 COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTYDAMAGE (Per accident) i AUTO ONLY- EA ACCIDENT EXCESS / UMBRELLA LIABILITY OCCUR 0 CLAIMS MADE ❑ DEDUCTIBLE 10 RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER) MEMBER EXCLUDED? (Mandatory If yes, describe under SPECIAL PROVISIONS below OTHER THAN AUrOONLY: EA ACC AGG EACH OCCURRENCE AGGREGATE OTHER TQRYLI ST C ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE- POLICY LIMIT DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES / EXCLUSIONSADDED BY ENDORSEMENT (SPECIAL PROVISIONS PLUMBER CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building DcparLmeuL 1005(1 NE 2nd Ave. Miami Sha: zc. I. 33138 Ph: 305 -795 -22 305-7564972 ACORD25 (2009/01) QF SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL. 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE r.. J 1988 -20DS ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Aug 09 12 10:03a Xpert Plumbing, Inc. •.utt.ii•Lip IT? 1:1): CCILI_LCTejit 1-10 V.. FLAGLE:11 ST. 1s1 FLOOR t.11,1t.11. F4,..3.1130 414767-4 RENEWAL atISMESS HALSE LocATtou IECEIPT 433139-3 EDDY MARTINEZ PLUMBING SERV/CES STATE* CFC057691 V INC 11250 SW 175 ST 3 33157 utirtt DADE COUNTY OWNErt EDDY MARTINEZ PLUMBING SERVICES 5Pat. T7pe I Rusirms1 WORK I. 196. PLUMBING CONTRACTOR n:r 3r- ,•tv Edor:11.. • T; • i•N+ * T•trm 11131.Cr1 C(' •)11/E v(1 I1ED ,•;;; ”s1T r t11.,..1: Is • 'Al.:LW:CA 11:24*.i 7866572624 I raiz:NE:6s c:01.11t17 - hILIST GE DISPLAYIEI) A I Pi ttr:ri ;.:EPSIt/fF.SS Pun sugar: TO /111.1TY coniE co:1/4.7,13 ZIA • ANT r.* p2 (PST AIS PO'Ll•TACitE P.110 i.11;11:11. I:L PERC.IIT NO. 231 1» 10/20/2011 02240017001 000082.50 SEE OTHER SIDE DO HOT FORWARD EDDY MARTINEZ PLUMBING SERVICES INC EDDY MART1Ni PRES 11258 SW 175 ST 3 MIAMI FL 33157 hAl..11.,.fld4d.,4Add“diddi.,d4A.41,2dt Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 rz••• cp,4 Inspection Number: I NSP- 187303 Permit Number: MC- 1 -13 -12 Scheduled Inspection Date: March 13, 2013 Inspector: Perez, JanPierre Owner: FEVIG, JASON & GRETHEL Job Address: 9520 BISCAYNE Boulevard Project: Miami Shores, FL 33138- Permit Type: Mechanical - Residential Inspection Type: neug Work Classification: A/C Replacement <NONE> Contractor: SEER AIR CONDITIONING FIA;10i Phone Number Parcel Number 1132060142870 Phone: 305 -552 -9810 Building Department Comments CHANGE OUT 5 TON AC SPLIT UNIT Infractio Passed Comments INSPECTOR COMMENTS False Passed 1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CAL)V2, 744L 426(1 March 12, 2013 For Inspections please call: (305)762 -4949 Page 35 of 43 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: MECHANICAL J013 ADDRESS: IS 2 3i City: Miami Shores FBC 20 Permit No. ° �-- Master Permit No. r\s)--- 13 I v C ty: Miami Dade zip: 5, 13 S FoliolParcel #: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): ' aA-S0 n Address: ®% 52-0 Si rS NO Flood Zone: enfie_44\iLl Wz.v7s.) i vd_ Phone#: : ) S- 2c - 44. 2?) City: M "1-0%-v•-"t C ,' a State: Tenant/Lessee N. e:_ ".. Phone #: Email: CO Zip: 1 3 • .-Comp Name: '/' ` A✓ 6-.1/ "1 t Phone V v1 —)4-(f ,/c_ State: Zip: Phone# ?eq CO) —)9// ✓ l� Sta tertificati+ or ' - a stration #: CA C- t 1 D s— Certificate of Competency #: ContactPhon-'.. b "bL Email Address: Se@4ti ./qGf WC DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear F�000tta� -of Work: Type of Work: °Address °Alteration ONew G�'Repair/Repllace ODemolition Description of Work: �"�°i' w �, j/� �- ,4/ C_ l i°l. `S' 41.0‘.:4-)- cam. - Z9 ''"1 ** ***** **** * * **** ** * *** *gym **** ** aim * *** say** ** * ** rya * * * ** ass* ***** **** *** *** ** * * ** **** Submittal Fee $ Permit Fee $ C/ / CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.RCTRICAL 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. absence of such posted notice, the inspection will no be approved and a reinspection fee will be charged. Signature The forego day o who NOT g ins Owner or Agent ent was a owled 0 b be $ire.. a this rn t me or who has produced As identification and who did take an oath. PUBLIC: Sign: Print: My Commission Expire Signature ' P' Contractor The foreg ing i trument was acknown dged before me, his 1 J day of 20f/ 3 , by KGt^�t V l who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My C d�ryry' EXPIRES December 06 2013 40)3B8-Of5 xplresklorid Nots 5ervua.com e* *****e*e** ** ****** ** ** ee*J A►: ****+FylgEie**** *********e ****4 ** * ****** *ChB+ ,,„,A*******"****espws *****e****ee*e APPROVED BY Plans Examiner Structural Review Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk I it( z) B IL°DING PERMIT APPLICATION Miami Shores Village Building Department 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 201,3 Permit No. rnc. 1 12. Master Permit No. Permit Type: MECHANICAL JOB ADDRESS: l c ? (s 7 ink— tvli City: Miami Shores County: Miami Dade Folio/Parcel #: II- 4)- ®(°'0( ® Is the Building Historically Designated: Yes NO Flood Zone: Zip: 21 13 OWNER: Name (Fee Simple Titleholder):_ Address: 614.-24.2 ,e_ City: tA tc -, e S i re-t/ / Phone �6 State: (/ C (j o_ Lf Zip: � S Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: (4);--► Address: 0 sT •Zip: 3) City: 14,1 Qualifier Name: State Certification or Registration #: CArc- Certificate Contact Phone #: Email Address: Seea Phone# f) 3 *)- ( f State: a DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Type of Work: ❑Address Description of Work: DAlteration Phone#: Competency #: 4.4y4,1 Phone#: Square/Linear Footage of Work: ONew la epair/Replace JTAl cr O CPCANS a ODemolition *********** **** ** * *** *** * * ***:*** **** ****: Fees************* ********* ** ** ** **** * * ** * ** ***** Submittal Fee $'V r I Permit Fee $ "zO 311-1 CCF $ CO /CC $ Scanning Fee $ F Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ MEV Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 re spection fee will be charged �;) Signature Owner o ` Age The foregoing instrument was acknowledged before me this who is personally known to me or who 1,_.,a..smki,duced t'. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 3� �i C�rv►�bQ My Commission Expires: "F 1 of 2.J (5 Signature Contractor The foregoing instrument was acknowl dged before me this 2- day of / , 20 a , by V0111,19 ` i'r ` I ; who is personally k� own to nee or who has produced as identification and who did take an oath. RY PUBLIC: ILIANISE J SAINTIL •_ Notary Public - State of Florida ;r My Comm. Expires Feb 10gj16 ommission # EE 63448 * * * * * * * * * * * * * * ** APPROVED BY * * * * ** * * ** 1 My Co s Examiner sion Expires: . r 06 2013 !,NotarySennce.com Zoning Structural Review Clerk Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2011. Certificate of Prod it 4 atin s AHRI Certified Reference Number: 3835281 Date: 1/2/2013 Product: Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: SSX160591A* Indoor Unit Model Number: CHPF4860D6D * +MBVC2000**- 1A * +TXV Manufacturer: GOODMAN MANUFACTURING CO., LP. Trade /Brand name: GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, ONE HOUR AIR CONDITIONING AND HEATING, ENERGI AIR Manufacturer responsible for the rating of this system combination is GOODMAN MANUFACTURING CO., LP. Rated as follows in accordance with AHRI Standard 210/240 -2008 for Unitary Air- Conditioning and Air - Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI - sponsored, Independent, third party testing: Cooling Capacity (Btuh): 57000 EER Rating (Cooling): 13.00 SEER Rating (Cooling): 16.00 * Ratings followed by an asterisk (*) indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations , warranties or guarantees as to, and assumes no responsibility for the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory atwww.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified atwwwahridirectory.org, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is fisted above, and the Certificate No., which is listed below. ©2012 Air - Conditioning, Heating, and Refrigeration Institute Air- Conditioning, Heating, and Reid ration Institute CERTIFICATE NO.: 130016383152970747 SEER AIR CONDITIONING CORP. re 0296 GO (( COMERCIAL & RESIDENCIAL Installations • Sales • Services 100% FINANCING Lic. # CACI813305 Date: O( r Cu 111 R INFORMATION Custome Name: Customer Address: City, State and Zip Code: Social Security No.: Date of Birth: Name of Property Owner (if different from Customer): Address of Property Owner (if different from Customer): City, State and Zip Code of Property Owner (if different from Customer): Relationship of Customer to Property Owner (if Property Owner is different from Customer): Years at Current Location: Telephone No.: Fax/Mobile J72- * SYSTEM EQUIPMENT AND TYPE OF MATERIAL USED: _ 7(zay • Cve, etAti ies(cce6,94 PI`c--7 j' ez-Ny eft -?/$0 Pee, 5 64.5,1 Glg so awes UNIT: 171'"1 SUPPLIES: 0 SEER: lc, Job Price $ Tax $ Rebate $ Job Total $ ❑KIT HEN: ■ RETURN • DINING '!OM ■'- �T PUMP ■BATHRi)(lM ■F R..+AROOM •LIVI . RO•. i ■ BEr,= c IM • AO I,, ON ■ •F ILY ROOM ■D`N INSTALLATION SCHEDULE We will be ready to begin installation proxi tely by: Purchaser Acce• tan i 1 Seller Approval: Salesperson: 'c�� i w Contract Expiration Date: Date: 0 ( 02-- (1— Installation Date: v� �} Phone q (� " ` ' Miami Shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. 1 /J�Job Address (where the work is being done): 9,5"c7-0 ef .scf9 /t/ City: Miami Shores Village County: Miami Dade Zip Code: '3 3 / 3 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOQD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL,iSUBMITALS ARI HRI) DATA SHEET REQUIRED ARHI Sheet Attached: YES [ NO 0 Contract Attached: YES Change Disconnecting means: YES ❑ NO NIT SING REPLACED DATA EW UNIT ��t `A MANUFACTURER 6 it hutfrO6 ) ` ..„ I /k AHU or PKG. UNIT MODEL # VC_ �" /7x� Get K' COND. UNIT MODEL # (� "9 1 ti) c. I KW HEAT 1) M cr NOM TONS , n."1 AHU CU PKG 1) M.C.A _ AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT I I PKG UNIT I / r� EERISEER YES NO REPLACING DUCTS YES YES NO REPLACING THERMOSTAT eg NO YES NO NEW 4 °CONCRETE SLAB YES ,l'► • � YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent P ection (Fuse/Breaker Size): 3. Voltage of Circuit (208, 80): C9. (Li 0 4. Size Disconnecting Means: Contractor's Company Name: VI c e /r Phone: 3 0 s C 5 3 )) 1/ State Certificate or Reg' , r A 1126 J Certificate of Competency N. mere 4-Al Signature (Qualifier's signature only) Date: 14-`u 3 .6 f3 I I - 306 1:6-4428 seer SHR Ceiling height - .re vUe R-JF,We Window U-value •-• ns 9 0.: 5 0,C3311,9 0.5 58 Duct gain % (ACH) Heating infiltration (ACH) Summer ventilation 10 0.8 0 Desi • n Conciitions Outdoor Heating Cooling Daily range Moisture difference Indoor 90 L 58 Heating Cooling Design temperature differencern 20 15 Area I n ws iE !!R Btuh % of load 5712 27.6 3._ 0 15,7 System Efficiency Loss 1884 +07 '26 Heating Loads 20,726 BTU /hr System Efficiency Loss Floor - /— Wall Infiltration Ceiling `- Windows interna, Capacity at.35 Windows Btuh 1443,5 2,9 74Rr) 254 Cool i ng Loads 49,862 8TU/hr , Sensible People Load Latent People Load Wall Ceiling Internal Sensible Infiltration --- System Efficient! Latent Infiltration 60000 40000 O J 20000 0 ...................... Sam AED Graph 9am flam l la m 12pm 1pm 2pm 3pm 4pm 5pm 6pm 7pm 8pm — Hourly Loads — Average ) Eui • men t selection System equipment selection will be made using the following derived values. Summer Outdoor 90 °F Summer Indoor Winter Outdoor Sensible Cooling 75 °F 50 °F 41,921 Btuh Required Cooling Airflow Required Heating Airflow 40 B h' 1,906 CFM 269 CFM All calculations are based upon approved hvac industry standards and procedures, and comply with all local, state and federal code requirements. All computed results are Estimates. Product provided by Energy Design Systems and Idea Tree e *8)--1\ 1� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. ,v 12 )05 I Master Permit No. 1`J 9 2.- 1 (9 L,1 BUILDING PERMIT APPLICATION FBC 20 `2 i2 e: la JUN 0 6 BY: Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): ( 'aLkp Wu.' �Q.AA or T0. S0 11 Phone #: 30S 206° 1W2 Address: V510 S A I--)( o r �. ,(k A 0-- \ o City: 1\k) r 1- `10.+x"` l State: for 1 Zip: 33 1. Tenant'Lessee Name: nJ /A Phone #: iJl/4 Email: 1(2-11-4\e � 1A -2382 G ho--- c.i JOB ADDRESS: I s 2-0 SiSCc /vim- &Ivd . City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO ✓ Flood Zone: CONTRACTOR: Company Name: k 9-P one #: 716 No .7 fl Address. MO( J W \?) Zip: 1 City: l Cl19s■1\ A State: Qualifier Name: (Q(N` Mt s 014 icv. State Certification or Registration #: e i , `QS ' Certificate of Competency #:� Contact Phone #: -1,1 Jell Email Address: U VQ. , �v∎ 01.0 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ IOC ceo Type of Work: ❑Address UAlteraf. Description of Work: Phone #: Square/Linear Foota e •f !< ew ORepa ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * * * * * ** op Submittal Fee $ Permit Fee 4_5 ° 06) CCF **1* **** Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 409.0 .0 7fro Bonding Company's Name (if applicable) Bonding `Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 mu be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t ' absenc f such posted notice, the inspection will not be approved and a reinspection fee will be charged. • Owner or Agent The foreg ing instrument was acknowledged day of 1 , 20 (off, by 4.1 rso n. known to me or who has produce As identification and who did take an oath. Signature efore me this R he forego g instru n s t was acknowledged before me thi 20 I by o me or who has produced as identification and who did take an oath. LIC: My Commissio, Expires: My Commission Exp APPROVED BY Plans Examiner (Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.MA MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT NOM TONS AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT I I EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4 "CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: Phone: State Certificate or Reg i , .tion 4 � Certificate of Competency N. „ Int Signature !'; (Qu7� signature only) Date: OS N5 10304 SW 130TH Ct Miami, FL 33186 Ph: 305.380.7217 1.877.365.CITY asI iCar PISA AMERIWN Customer: COVER Air Conditioning Refrigeration Inc. PROPOSAL & CONTRACT Nf! 094766 Ph: 239.961.0870 1.877.365.CITY 100% FINANCING With Approved Credit • RESIDENTIAL • COMMERCIAL • INDUSTRIAL • Licensed & Insured CAC . # /Qlip569 Home Ph: Wf Bus Ph. City: \ 4751' s% ' State: Pt Zip. 3.1L Street Address: q 2-0 & SYSTEM EQUIPMENT AND TYPE OF MATERIAL USED: =k/S-1-11 ii OA o!�ff / / 'j A f'e- Pi , lit PI( ,# -i© lo cc i)' 's Addo Cis Phold_s Recommendations: All material is guaranteed to be as specified. All work is to be completed in a workmanlike manner according to standard practices - any alteration or devia- tion from above specifications involving extra cost will be executed only upon written orders and will become an extra charge above the estimate. All agreements contingent upon strikes, accidents or delays are beyond our control. Owners are to carry fire, tornado and necessary insurance. Our workers are fully covered by Workmen's Compensation Insurance. We are not F.P.L. Job Price: Rebate: Sub Total: Tax: TOTAL: /. Authorized Signature. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as speci- fied. Payments will be made as outlined above. In the event this proposal is accepted and payment is to be in installments, City Connection Air Condition- ing Refrigeration Inc. shall have the right to immediately close all work when payments are not made when due. City Connection Air Conditioning Refrigera- tion Inc. and /or its agents shall have the right to enter the premises and remove any equipment or property on the premises belonging to City Connection Air Conditioning Refrigeration Inc. and /or its agents. In the event legal action is brought pursuant to this contract City Connection Air Conditioning Refrigeration Inc. shall have the right to recover reasonable attorneys' fees and costs in addition to any and all sum due hereunder. City Connection Air Conditioning Refrigeration Inc. liability for damages or for obligations under this contract to the Owner /Purchaser shall not exceed the purchase price. Purchaser /Own Purchaser /Owner Date Date of Acceptance Any Copy or Reproduction Is Prohibited