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WS-13-2654
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-205980 Permit Number: WS -11-13-2654 Scheduled Inspection Date: January 29, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , Work Classification: Garage Door Job Address: 289 NE 104 Street Miami Shores, FL 33138- Phone Number Parcel Number 1121360130610 Project: <NONE> Contractor: ROLLING DOOR INDUSTRIES LLC Phone: (305)599-9977 suiia comments REMOVE AND INSTALL NEW GARAGE DOOR INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-205612. CREATED AS REINSPECTION FOR INSP-203526. CANCELLED BY CONTRACTOR Not ready Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid January 28, 2014 For Inspections please call: (305)762-4949 Page 27 of 39 6` 3 Miami Shores Village Building Department NOV 2 2®13 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: BUILDING JOB ADDRESS: 2 ?- Aj E /0 e/ ?� - ,r. FBC 20 Permit No. Master Permit No. 13-2b,Jq ROOFING City: Miami Shores County: Miami Dade Zip: 38 Folio/Parcel#: i I - e 6�c - lam` 1 :'�U,( Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 4700- r� ®�� �U,j �, Phone#: Address: 2 TL9 �4F 10 5� /-�t S; -:,- city: &Ot- 1, � b° f State: Zip: Tenant/Lessee Name: Email: ,OC Uel A 6 .e,; =" M CONTRACTOR: Company Name: IA�Phone#: Ec�s Address: E,? 1 d5— City: State: -(t Zip: &7 / Qualifier Name: 04 Phone#: State Certification or Registration #: Certificate of Competency #: / C --'U C3 1 Cn Contact Phone#: DESIGNER: Architect/Engineer: Address: — ij- 11_. rte- (2, ( 1 NAJ —006 > C- ter- - Value of Work for this Permit: $ Square/Linear Footage of Work: ; Type of Work: ❑Add tign _ ❑Alteration ❑New 06Repair/Replace ❑Demolition i)lppitntof'"ork:�'�eJ �C( OtAeo Sr^�-®W'1 .� a Color thru tile: Submittal Fee $ �V `yy Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Feb $ Structural Review $ TOTAL FEE NOW DUE $ sq • ,;?o Bonding Company's Namb `(iii applicable) ,;. Bonding Company's Address City State J , li -- Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of 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_robrTm*6 fee will be charged. Signature z✓S Signature Owner or Agent Contractor The forego�inng' instrument was acknowledged before me this day of ('%� / , 20 a, by gke 0(} r q , who is personally known to me or who has produce7/ 1067-70 As identification and who did take an oath. My Commission Expires: The foregoing instrument was acknowledged before me this`d day of L'C "c L , 20 , by 2)4kk,'�� tom- Q2- QQ. OXL- who is personally known to me or who has produced identification and who did take an oath. W MWAPd 14.2018 Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012) XRevised 06/10/2009)(Revised 3/15/09XRevised 7/10/2007) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION ,(EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT 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 WORKERS 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: V_-LLJ �� BUSINESS ADDRESS: A�-i ��5* . a ; CITY s a STATE ZIP CODE BUSINESS PHONE: c2-'`�) ��`� c �- FAX NUMBER t) -Sq i CELL PHONE QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: 11 i—:1>Si E-MAIL ADDRESS (IF APPLICABLE): C '1 Pyl- ul, Created on 3119109 BY MLDV ! RV 3126109 MLDV / RV 6127111 AS 0 QUALIFYING TRADE(S) 022 GARAGE & INDUSTRIAL DOOR ' I MAI mm -0 i Cha,ko ougo P,B. SecrelaryotfieBeortl �� r wm�fldaER90vld+tstd CERTIFICATE OF LIABILITY INSURANCE '"°"'°°""""' 11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: H the certlflcate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER B & G Insurance 13780 S.W. 56th St. Suite 101 CONTACT NAME: Ivon PHONE FAX (305) 386 1006- p� No): (305 386 0840 tvon@bginsure.net Miami, FL 33175 PRODUCER Phone (305) 386.1006 Fax (305) 386-0840 INS AFFORDING COVERAGE - NAIC e INSURED Rolling Door Industries LLC dba Rolling Door Industries LLC INSURERA: NAUTILUS INSURANCE CO., RATED A+ INSURER B : TRAVELERS INSURANCE CO., RATED A+ INSURER C : 8214 NW 64 Street INSURER D : Miami, FL 33168 INSURER E: (786) 443-0597 INSURER F: IiVYCKAl7r_J CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I Tri TYPE OF INSURANCE AD13SUBI POLICY NUMBER PO MMIUDD MN LIMITS GENERAL LIN311M EACH OCCURRENCE $ 1,000,000. 0 COMMERCIAL GENERAL LL4BILrrYPREMISES Ea occurrence $ 100,000. MED EXP (Any one person) $ 5,000. A ❑ ❑ CLAIMS -MADE Q OCCUR 0 Blanket Additional Insured Y Y BN952258 01/18/2013 01/18/2014 PERSONAL & ADV INJURY $ 1,000,000. 0 Waiver of Subrogation GENERAL AGGREGATE $ 2,000,000. GEMLAGGREGATE LIMIT APPLIES PER: PRODUCTS -COMPIOPAGG $ 2,000,000. © POLICY ❑PRO- ❑LOC $ B AUTOMOBILE LIABILITY F] ANY AUTO ❑ SCHEDUALL LEDED AUTAUTOS Q SCHEDULED AUTOS ❑ HIRED AUTOS 2224X224 02/05/2013 02/05/2014 COMBINED SINGLE LIMIT $ 5w,000. (Ea accident) BODILY INJURY (Per person) $ BODILY INJURY (Per accident $ PROPERTY DAMAGE (Peraccderd) $ ❑ NON-OWNEDAUTOS PIP $ $ 10,000. ❑ -0- DEDUCTIBLE $ ❑ UMBRELLA LIAB ❑ OCCUR EACH OCCURRENCE $ ❑ EXCESS LAB ❑ CLAIMS•MADE AGGREGATE $ ❑ DEDUCTIBLE $ $ RETENTION $ WORKERS COMPENSATION WC SN OTH AND EMPLOYERS' LIABILITYLIMITS ANFlCEW RIETORFARTNOE�E7ECUTIVEY/ NIA ORYTATU- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ (Mandatory In NH) it yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Renaults Schedule, If more apace t3 required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores FL 33138 ACORD 25 (2009109) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. REPRESENTATIVE 121101r'_19_� ©1918-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMMDIYYYY) 11r1Y113 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If time certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Golden Global Insurance PHONE No (305) 899 5125 Fax (305) 899-5135 A1C MAIL marc@goglo.net 19950 W Country Club Dr #902 INSURERS) AFFORDING COVERAGE NAIC uI Aventura, FL 33180 INSURER A: GUARANTEE INSURANCE COMPANY Phone (305) 899-5125 Fax (305) 899-5135 INSURED INSURERS: INSURERC: ROLLING DOOR INDUSTRIES DBA ROLLING DOOR MANUFACTURING INSURER D : 8214 NW 64 ST INSURER E : MIAMI, FL 33166 (305) 599-9977 INSURER 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE ADD o POLICY NUMBER AlPOLICY DD EFF POLICY EXP LIMITS GENERAL LIABnM ❑ COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE ❑ OCCUR ❑ EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP (Any one person $ PERSONAL & ADV INJURY $ ❑ GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PR ❑ LOC PRODUCTS - COMP/OP AGG $ $ p�MOB LLABILIiY ❑ ANY AUTO ALLOWNED SCHEDULED ❑ AUTOS ❑ AUTOS F1 HIRED AUTOS ❑ AUTOS NON -OWNED ❑ ❑ MBdN INGLE LIMIT Ea a ent BODILY INJURY (Per person) $ BODILY INJURY (Per acddent) $ PP OPeE�Ra YnDAMAGE $ $ ❑ UMSREL U U" ❑ OCCUR ❑ EXCESS UAS ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ El DED El RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LWBRJTY Y 1 NER ANY PROPRIETORMARTNEWEXECUTIVE EXCLUDED? ( IIn OFFICryNH) If yes, describe under DESRIPTION OF OPERATIONS below NIA Y GWGC602000957-118 02!24@013 02/24/2014 WCRSTAM ❑ OTH- E.L. EACH ACCIDENT $ 500,000.00 E.L. DISEASE - EA EMPLOYE $ 500,000.00 E.L. DISEASE - POLICY LIMIT $ 500xno DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, AddMonal Remarks Schedule, if morespace bt mequlred) CERTIFICATE HOLDER CANCELLATION Miami Shores \Allege Building Department 10050 NE 2nd Avenue Miami Shores, Fl. 33138 ACORD 26 (2010105) OF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORMED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 3■W�r!J ® ®. ® RID VOMW RATED PRESSURE NDA / PRFSSII CO.M, Na DESCRIPTION `m.esr•u � m�°rmmwane0 m/s a� samYw��� �awnnrSi�Yws3tooaYw`�A.Ymwav9/ s� vs-mr¢•ir¢Y•WYwm mmm¢/t/•ava•.Aa® /tv94amer�aoam•eaomAwa.mncaa r-, d1 S8 Au110ID8A1 CASDAW WMW Aramrm �m rt.umaem smm n'o •wamlmmWw.a tWmomw®mam.mrae�®.w. aw�w®vmrmswsa wnv4mean -WuwmmmrroraommAwwnmmmvArwaetmi 12-MICI5 W2 OUMM ALUYtID9W CASEMTWT w /�avvew�a®4aAia'ur•u�Ywum°6°0ems /wrnaaM4TYYAu/ ¢/M6Yww/wewsA9YAA// �-�'v""� slimarArsMmaaYmYw/AYw aw wm/Aw/uarrw �'ne m¢//IWwwlmYlIDlliw mwltwYYrL�M WAWYRY4Q/w(s>WWw/YMm/]mAAM® am°ms'Ymv�v�wRPvsw'®'-arrmwmW pp��uupy em1°'01tlwa YwamWlrrl/mrY®Yea ¢��tq-2-/4/YWtYoavOwmaar/wOawYa W®awam..nsm 6Yr0°'nmwrm�m�./nYwtmar/Mm s'm vecmarr> gg.$y�p®maIDO®mErYm�tl1O111�a01®Y _ [�¢lwWt/11A+09WIa1wOYWYbIBO + 550 •AtOIBOIYIYI./¢t®O6p110016•W®WBO/�.WA10G W1.4WfAr SUY1WWDILLYtr19a¢6H1M19CA/OIY/Y �mmmYrp/SwYs®/IDrYSaIr.�OvLL/-mw. ¢NHe'OID/ml¢f1I�41LL/fOOmmlS�vwG�CmOw l¢�¢l-Iw1w®YAOICBLLIT•WY 0A44a®IWf�.mM1r06111t�tlCllfplODfWwO®I mLtlY4¢me/rtSW awm• �mH/rtL�011/�'w0O.9tW/6fao1609WOWC.A ¢YA¢OYR.YYfY IK.mYYIOt/.O�oa4 IaMGAW N/B.I.9YYmYfYrm9A)mA0-•/ m�wMvr-® pwMOWaYYmtMw/rYw w 1/2'161 1/2' >YwamaWwecartw�.maswemm.e &w®WO®WPWYOGOW�lw110lDmWbWi001Ca0 "� wwaW Awl m91BlMYL 11S/m0/m¢IAsmBrte YnumArsienm Op¢!Op/mOtwMlEl®MY/w10Y446➢r40¢ wr/0161WRMNm1901N1 F5 /JMM AWIORA/ CAS09W WOM 0b00t®OMw01GPmwY0�waQ0��w110WNPMwGA�6IWIilY1PRNlbRImDWC.t0o14QMw®O m'A0.a¢i �'O--YLw-IIrmMYeM-' r¢NR/INIL®OmmwY9YSt�.wEGOTwt4�r01 eYYexc¢wrmam¢mwYtm¢aa9rA mrYlawYr vm®•a�{®� wnovavwmw¢am® YY Yi4/14Tf '-'p/muAYva-®/w �.IDSmfAerAYbQ6•MOM06 OAYa/tlGl®fefl0ms9�MWflTi AM6AXBM aNAYY/l./nm.wa¢¢wem.n snr IassWam Im•savmwma/aaliw.¢rcvau a1Ow'°isrre.®. 12-0514.15 MO,wI®OO WaO >WLIW®wW0011�.IDv.O'�'0wb¢014/W09itm I/L/alQ41Nr1/YYv¢mrY®¢m/RY w�M010w OgM10Mm4O1'Y'rY1NBl1�®EIeO"-YM � CMNIYm �-MwNWmY>aYA IIG�908MYYEQP wIYBOIBI'W9la6rt®IwRDY®iwWflb'WY. rA6Ar/6TW'-Ai/,. ®mGwllOrl6/rl /wYAIDYwbLma4YAmm9w it BL10J02-.®2-6.YAltQHWR•141MII.YwYfwnClYtl�'ml�-tll Yl�'-rDYm,®a�lYtlgp/al�Wll�l/Yrl -428 YtlO wr/cvx6MAa! mA �'-4'r 7_I' 'u' t 1 1/4' WINDOWS AND WIND PRESSURE SCHEDULE: -418 12-0514.18 r-8 OUISYWO AtU1NONW CASEMENT WNDOM 85 1=—,I 1/2' EXTERIOR DOORS AND WIND PRESSURE SCHEDULE: ® � D T D241D10 FAMILY ROOM CRSIDMG ORm40 ROOM SMICTHOWC RAI FIDSTIWG I DORM a I E --------------- uvwc ROOM BOHM E a"M oukvm CARAOF Fl _ C F ERS.S res PROVED BY DATE ZONING DEPT OR PLANT yr . r•s L. 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SUBJECT (0 Cr,kLFt-LfrLCE wrTH ALL FEDERAL T STATE ANS yHULES AND REGULATIONS NmN�Mwa— WmammMam Immomm 8f9500r gmNm. m, N951ID181 0 OCO2AmN I A� A-2 W II t/ _ am l 0 OCO2AmN I A� A-2 g( aas Home I Log In I User Registration ! Hot Topts 6 Submit Surcharge i Stats & Faris Publications MC Staff BCS Ste Map Links g Search Bushes duct Approval Proessi ((&P-ER: Public User e u ion Itrodua AQPMval Menu > Product or Agntltation Search > Apgkatbn Lit > Application Dull „., FL # FL14444-R1 ApplicationPipe Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Rolling Door Industries, LLC Address/Phone/Emal 8214 NW 64th St Miami, FL 33166 (305) 59"977 mag@rolling-door.com Authorised Signature Ertasto Rodriguez mag@rolling-door.com Technical Representative Address/Phone/Emal Qualty Assurance Representative Addrsss/Phone/Emall Category Exterior Doors Subcategory Rot -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect ora Licensed Florida Professional Engineer Fi Evaluation Report - Hardcopy Received Florida Erghxw or Architect Name who developed the Evaluation Report Water A. TNt Jr., P.E. Florida License PE -44167 Quality Assurance Entfty National Accreditation and Management Bultute Qralty Assurance Contract Expiration Date 12/31/2013 Validated By Vladimir Knezevt:h Validation Checklist - Hardcopy Received Certificate of Independence FL14444 P4 COI Cert6kete of Independence Drwa 11-233.odf FL14444 M COI Certift:atbn of Independence Drwg 11-234.odf FL14444 R1 COI Certykation of Independence Drw 11-249.odf Referenced Standard and Year (of Standard) aStandsrear TAS 201, 202 and 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submtled 12/19/2011 Data validated 12/20/2011 Date Pending FBC Approval 01/03/2012 Date Approved 01/31/2012 unmary of Products L S Madel, Number or Name DesQiptbn 4444.1 14'2• MAX. WIDE 24 GAGE SLAT ROLL UP DOOR COLD FORMED SLATS INTERLOCK® TOGETHER AND RETAINED BY TRACKS TO PROVIDE HURRICANE PROTECTION AND ENTRANCE CLOSURE Limits of use Irstallation Instructions Approved for use In HVH& Yes FL14444 RI It Drwc 11-233.odf Approved for use outside HVHZ Yes Verdled By: Fenestration Testing Lab Imps Rent: Yes Created by Independent Third Party: Yes Design Pressurm +60/-60 Evaluation Reports Other. FL14444 RX AE Product Evaluation Report Drwg 11-233.odf Created by Independent Third Party: Yes 114444.2---, 16'2' MAX. WIDE 22 GAGE SLAT ROLL UP DOOR COLD FORMED SLATS NrERLOCKED TOGETHER AND RETAINED BY TRACKS TO PROVIDE HURRICANE PROTECTION AND ENTRANCE CLOSURE. Limits of Use Approved for use In HVH& Yes Itnstallation Instr ctions FL14444 RS it Drwg11-249,0 j Approved for use outside HVK& Yes Fen estrifitibn Testing Impact Rent: Yes Created by Independent Third Party: Yes Design Pressure. +6S/-65 Other: Evaluation Reports FL14444 Ri AE Product Evaluation ReWrt 11-249 Drwg odf Created by Independent Third Party: Yes 14444.3 26'0' MAX. WIDE 20 GAGE SLAT ROLL UP DOOR COLD FORMED SLATS IRERLOCKED TOGETHER AND RETAINED BY TRACKS TO PROVIDE HURRICANE PROTECTION AND ENTRANCE CLOSURE. Limits of use Instailatbn Instructions Approved for use In HVHL, Yes FL14444 R1 It Drwa 11-234.gdf Approved for use outside HVH2: Yes Verified By: Fenestration Testing Lab Impact Resistant: Yes Created by (dependent Third Party: Yes Design Pressure: +70/-70 Other: Evaluation Reports FL14444 R1 AE Product Evaluatlon Repart Drwg 11-234 odf Created by Independent Third Party: Yes =,= Contact Us :: 1948 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EED employer. Copyright 2007-2010 Slate of Florida.:: REhM Statement:: Accass8Ytty Statement ::Refund Statement Under Florida law, e•ma0 addresses are pubic records. If you do not want your a -mall address released In response to a pubic -records request, do not send electronic mat to this entity. Instead, contact the office by phone or by traditional melt IF you have am/ questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdborstate.Mus. Product Approval Accept= wl GIM -1 1R— MM ri,REA' AFF 16'-2' DOOR WIDTH 9f0E oar LICK (TYPE FA IAD) 114. BOTTOM aw (D A .SECTION A N. T. S. amD• t G4OA 24 GAq.96WAT N MATERIAMOTE 11 14. 0 PLAIN INSULATE® ( FLAT SLOT SCALE : 1/2' _ ,• SLAT 0 f2' SECTION B-® SCALE : J/B" - T' 771 1 L'DHCR£!E AACCHOR 5CigVAE ON S?)ffT J OF J) ' FWST BO.T AT 8" FROM B077M -AWEMY Mr 1/2-01 112" (FIRST A 8' FROM BOTIpR BAKAWZ ® 18' aQ) L Jit :3118' Cant L 3 i3.3//8•g0"ttVERy 7. 1- ROLL -UP DOOR SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd-0.85. USNO ASCE 7-10 FOR INSTAIATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON THIS NOTE 1. <0 12' OG IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WHO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.&D. DESIGN WIND LOADS BY MULTIPLYING THEN BY a8 IN ORDER TO TO COMPARE THESE W/ MAX (AS.D) DESIGN PRESSURE RATINGS INDICATED ON THIS NOTE 1. ROLL -UP DOOR'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT # 5081. PER TAS -201, TAS -202 & TAS -203 PROTOCOLS. QSUT MAX. A.S.D. DESIGN PRESSURE RATING: +85.0, -85.0 PSF 2- SLAT GA ZING A.S.T.M. R A.S3 M. 50 S1RUCIURAL QUALITY STEEL WITH MIN Fy E MAN kW. AND 0-90 MINIMUM T PER STRENGTH A --S". F OR 0.0 k 304 SERIES STAINLESS STEEP. MANUFACTURED WITH A MINNUM YIOD SIRENOTIi OF Fy = 50D Ami. ' DONT. 3- ALL STEEL ANGLES TO BE AS.T.M. A-36 DESIGNATION, SHOP PRBdED AGAINST CORROSION PRIOR TO 10 BAB INSTALLATION. NO AW 4- WORDLOCKS TO BE "MALLEABLE IRON" Fy - 42 kat OR A.I.SL DESIGNATION STEEL W/ Fy - 40 kah, 12" as CHROME OR NICKEL PLATED. 0.a 5- ALL ASSEMBLY BOLTS TO BE SAE. GRADE 2 CADMIUM PLATED OR GALVANIZED STEEL WE TO WD -M& 6- STEEL WHOSARS TO BE A.S.T.M. A-36 DESIGNATION. SHOP PRIMED PRIOR TO INSTALLATION. 7- HOOD TO BE 24 GA A.ST.M. A-883 DESIONATION 0-90 FINISH TYPE COATING. 8- ALL RIVETS TO BE ALSJ. C1008 SPHERODITED ANNEALED ALUMINUM LOW CARBON COLD HEADING QUALITY STEEL, ZINC PLATED, W/ 55.0 kai. MINIMUM TOME ST13ENOT7. AS MANUFACTURED BY UNIVERSAL RIVET, INC. 9- CONCRETE ANCHORS TO BE AS MANUFACTURED BY HILTI, INC AND SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER, 10- ALL WELDING TO (CORM TO AMERICAN WELDING SOCIETY'S AWS D1.1 REGULATIONS. USE A.W.S ASA OR A5.5 EtIOXX ELECTRODES MIN. 3/18" FILET SIZE 11- NSULA71ON MATERIAL. SHALL BE EPS-EKPANDEO POLYSTYRENE INSULATION, MANUFACTURED BY "LAST PRODUCTS LLC. W/ MINA DADE COUNTY PRODUCT APPROVAL 2- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE FROSTING STRUCTURE IS DESIGNED TO SUPPORT VX AND Yy FORCES AT BOTH JAMBS. SEE SCHEDULE ON SHEET 3 OF 5, FOR Vx & Vy VNIIES. 13- ROLL -UP MECHANISM NOT PART OF THIS APPROVAL 14- (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE NFORMATION FOR A SITE SPECIFIC PROJECA I.E. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THUS PRODUCT BASED ON THIS P.E.D. PROWDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THUS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS P.E.D. WILL. BE CONSIDERED MAUD IF MODIREO. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECON (E.O.R.) FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EINE, SHALL SUBMIT TO THIS LATTER THE $TE SPECIFIC DRAY NGS FOR REVIEW. (E) d NEER SHALL BEAR RD 7RR�DATE AND PRFPARED ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL 15- PRODUCTS MAtNUFACTUF E S LABEL SHALL BE LOCATED ON A READILY V1913LE LOCATION AT DOOR. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. IABET ,INo TO COMPLY WITH SECTION 1715.33.4 OF THE FLORIDA BUILDING CODE. Florida Building Code (High Velocity Hurricane Bone) BOTTOM MAI BAR Ai EXTERIOR SME 0 3/16' .f28' 3.230' 1873 823' t..Mf 2J73' T- ime0'• 1/2' THRU BOLT .812 .872' D.G. R8m' Code A - 5/8°0 HILI KWIK BOLT TZ EXPANSION ANCHOR 0 10' Min. SPACING. 8- 5/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR ® 9' Min. SPACING. ONLY ALLOWED TO BE USED AT JURISDICTIONS WHERE COMPLIANCE W/ ACI 318-05 APPENDIX D IS NOT ENFORCED BY BUILDING OFFICIAL. C - 5/8°0 HILTi HUS -H SCREW ANCHOR 0 8' Min. SPACING EXCEPT WHERE 0 MARK 6 1/2" Min. SPACING IS ALLOWED. D - 5/8°0 POWER FASTENER WEDGE BOLT ANCHOR W/ 7 1/2" Min. SPACING. ALL 3 ANCHORS W/ 4' MINIMUM EMBEDMENT, 6" MIN. EDGE DISTANCE & 8" MIN. WALL THICKNESS. Florida Ex/snae rT Vx Vy MAX. ANCHOR SPACING TO POURED CONCRETE MAXIMUM DESIGN WIDTH SUP VX VyA o* C i D i PRESSURE RATING (PSF) (Ft.) (in) (Lig/Ft) (Lb/Ft) fe = 21-1 V.; .3 lab f'e = 2 kM Pe - 3 k ni Yc - 4 kei Pa - B Po . 2 kei f e = 3 ket }'e m 4 ia8 Pe - 6 Imi f'o - 2 kM f e - 3 krd f'e e 4 ke( Te - 6 k9t Nin. Nin. min. Min. Min. Min. Nin. Nin. Nin. Min. Alin. Min. Min. 10-0° 7/32° 891 250 12° 12" 12" 12" 12' 12" 12" 12' 12° 12° 12° 12° 12° 12' 12'-0" 3/8° 1051 300 12' 12" 12° 12' 12° 12" 11° 12' 12° 12° 11" 12" 12" 12" +50.0, -50.0 14'-0" 5/8° 1125 350 12° 12" 12° 12" 12° 12" 10 1/2° 12" 12° 12° 10° 12' 12° 12' 16'-2" 1' 1179 404 12" 12' 12° 12' 12' 12" 9 1/2' 11 1/2" 12' 12" L 9 1/2' 12" 12" 12- 10-0, 7/32' 1017 275 12' 12' 12' 12" 12' 12" i1 1/2" 12" 12' 12" i1 1/2' 12" 12° 12" 12'-$ 3/8' 1180 330 12" 12' 12' 12" 12" 12" 10" 12' 12' 12" 10" 12' 12' 12" +55.0, -55.0 14'-0" 5/8' 1254 385 12" 12" 11 1/2° 12" 12' 12" 9" 11" 12' 12' 9" i1 1/2' 12" 12' 16'-2" 1" 1308 445 12° 12' 11" 12° 12° 12' 8 1/2' 10 1/2' 12' 12' 8 1/2° 10 1/2' 12' 12" 10-0° 7/32" 1141 300 12' 12" 12° 12' 12° 12" 10 1/2" 12" 12" 12° 10 1/2° 12' 12" 12" 12'-0" 3/8' 1307 360 12' 12' 11' 12" 12° 1 12' 9' 10 1/2' 12° 12" 9' 11" 12' 12" +60.0, -60.0 14'-0' 5/8' 1381 420 11 1/2" 12° 10 1/2' i1 1/2° 12° 12' 8 1/2" 1 10" 11 1/2' 12' 8 1/2' 10 1/2' 12' 12° 16'-2' 1° 1436 485 11° 1 12" 10° 11" 12° 12" 8" 9 1/2" 11' 12" 8" 9 1/2' 11 1/2" 12" 10-01 7/32' 1263 325 12" 12" 11 1/2' 12° 12' 12° 9 1/2' 11° 12' 12" 9 1/2" 11 1/2" 12" 12' 12'-0" 3/8" 1432 390 11" 12' 10° 11 i/2' 12° 12" 8" 9 1/2' 11 1/2" 12° 8" 10' 12° 12° +65.0, -65.0 14'-0' 5/8" 1507 455 10 1/2° 12" 9 1/2° 10 1/2' 11 1/2' 12" 7-0 9" 10 1/2' 12" 7 1/2" 9 1/2" 11° 12° 16'-2" 1" 1562 525 10" 12° 9° 10" 11" 12" 6 1/2" 0 8 1/2" 10" 12° 7 1/2' 9" 10 1/2" 11 1/2" A - 5/8°0 HILI KWIK BOLT TZ EXPANSION ANCHOR 0 10' Min. SPACING. 8- 5/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR ® 9' Min. SPACING. ONLY ALLOWED TO BE USED AT JURISDICTIONS WHERE COMPLIANCE W/ ACI 318-05 APPENDIX D IS NOT ENFORCED BY BUILDING OFFICIAL. C - 5/8°0 HILTi HUS -H SCREW ANCHOR 0 8' Min. SPACING EXCEPT WHERE 0 MARK 6 1/2" Min. SPACING IS ALLOWED. D - 5/8°0 POWER FASTENER WEDGE BOLT ANCHOR W/ 7 1/2" Min. SPACING. ALL 3 ANCHORS W/ 4' MINIMUM EMBEDMENT, 6" MIN. EDGE DISTANCE & 8" MIN. WALL THICKNESS. Florida Ex/snae rT Vx Vy