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WS-14-1875Miami 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: M[ AE!1) UILDING AUG 2 7 20% FBC 20 1 _ Permit No. WS - t"A` I �) Master Permit N R TIT61 W xv, City: Miami Shores County: Miami Dade Zip: ?31 Folio/Parcel#: 11-20(0 0113-0-4)(1) Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name` I (Fee Simple Titleholder): Phone# � I to32-3Y02 City: State: EL Zip: 3 3 ( 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: JU 11 � a Wy a �Dv$ Phone#:(3� 7 "0 Z 5p Address:9_114 114 s W. ,!H *?N 1..4 city: Vk1(A"i L(i Us State: F(� Zip: U000 Qualifier Name: l V k 1 CAC) Phone#: State Certification or Re 'stration #: Certificate of Competenc #. _qq e5 ocgyz Contact Phone#: �� I " `1 �G Email Address: Cky (kQ t 6 Q Q CS 1' 61(r I U 4 I ' co 'ice DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 10 CSU o W Square/Linear Footage of Work: Type of Work: UAddition OAlteration ONew Bf epair/Replace ODemolition Description of Work: YJC ZU SSI Q (. 1 W Q c*- —Y,) Y— Color thru tile: Submittal Fee $ d Permit Fee $ 00,-M CCF $ - (�)CO/CC $ Scanning Fee $C:;.[ - CP Radon Fee $ - DBPR $ Bond $ Notary $ Training/Education Fee $ 0 -Z l) Technology Fee $ o Double Fee $ § Structural Review $0 TOTAL FEE NOW DUE $ :DY -2D +, , Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 issue A the absenc of uch posted notice, the inspection will not be pr ved and a reinspection fee will be charged. d 4� Signature —4kSignature Owner or Agent f optrac The foregoing instrument was acknowledged before me this 1 Z The fo 6 ' trument ` acknowged be a me thisl 21 h day oil�_0�, 20 1° bybay-y-- day o C who is personally known to me or who has pr uced who is personally known to me or who has produced As i tisrafiaa ang] who -did take an oath. - ��.�t"�„','•. YARET K CASTILLO 3 s Notary Public - State of Florida "y Comm. Expires Sep 29, 2016 '•'��F� ��0;�' _ Commission # EE 205866 Print "1L. ' O My Co . sion Expires: SiOtmbt r 2A, Z.O 1,Q APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/(R)(Revised 06/10/2009)(Revised 3/15/09) identification and who did take an oath. lrYZARET K CASTILLO lie - State of Florida • y .Expires Sep 29, 2016 Si �° aeon # EE 205866 1 • ! ugh National Notary Assn. Print My Co 'sion Expires: Y Z� t 020114 Zoning Clerk d • J BUSINESS CAT, "Bsom tE UL AO GARAW IS QUALIFYING TRADE(S) 002.2 GARAGE S INDUS DOOR andwaampiL Im PETENCY 3 me I 0 Hurn -Dad® CounW, Mete of Florida TM M NOTA BU—W NOT PAY 4074076 Rif NO• wt � gra. SW rWM@M 309 8004 154 ST 244 424s w mustbodmPlawapmWorl MIM LMK FL 33016 FwMAUttDC0f+CtW $ 9A—AR9&1 9 + r OWNlR SBC. TYPi OF "Man JULU10 GARAGE DOORS INC 196 SPEC*LTY MADM BY TAS sDNrRACTOR 45DO 07/25/ Works(s) 1 99wo 82 0224.13.0 517 rdsLsedBNftmT=flI=pta*aoa� oEtlatL�dBodetaTiar.dhRaa &atapoa pa�,oraot0nhd�i �� arb=gd qd BSP[ � dapn amt !n as aB �- Ooda fie bbl Poraaas� - 01 �"s T apt Miami- aderCounty, SW9 of FloridaM.. . Tram mdrAILL—DO NOT PAY CC -NO: 998500M pAMNLrOOATa�10 k8bowr rim AAJAO•GAs DOS INC Nownumme. seerIIIII EmmmummM X14 SM ANTI 134 Sl' 244 T43s! = Moat ba grad pb0a �nw Mt M LAiQ� FL 33016 ' ' PW&Wd m Oft Clopte 9A—Art 9 10 IJUWkO GARAGE DOORS WC TYPE OF BH "MMS SPECULL'sY BiAMG CONTRACTOR F��a,tltk 175W AM JEFFATMIM Cts L BRATS � DWARI MEET OF F RUVU IAL S DSI OF WDA TSI • • COMFICATE'OF ELECTION TQ IIS MMMPT FROM UIOR[OW comomn CONSTRtlC710N OWUSTRY EKEw'tioN This =11150840ft ht bbuet Oded below has 81 d to bs FF F1orlde VftMW CavgWWWan EFFE=VE DAYS , SOWS EXPIRATION DATE 618=5 PERBOW JULLAO JOSS L FEEII: H7 BUS11611SHAWANDADDREOL JULIAO GARAGE DOM INC 0004 MN 184 8T8?,44 HIALEAH FL 33x e SCOPE$ OF BLI111111141018 ORTRADE: MACHMIERY OR EQUIPMENT ERECTIO Fntawltlo 440CM F.B., en ddorda aa1oddarV40defttiara 9a dslpErbytq a oersoRoete dde— �tntsaerbeoeftorae�onunderas A Ip -F aoC 4MXMRe, sdd�tontobs�_a"4* dthsbneTnemoertrsdFBeOedmtbenuftef oofttobeeeamptPmeurtlo44DAMR.B..lics, atdsoftlsbW420OWese e9eosketobaaxlnBt e�bee�sGlorsso�Om�atsgrlmsalde'1detB�dlhaAoEabQ•tAsb�noedtlaosrd�slbeD�� eerldeste rmbnBerartels�eaa�neraedtldsseda� tbrteeeenos do aertl�ele.Ths �bnueda9eaeotsaommlodestenlrtuee I ianttedontbeaeelAeeoetocom bene dtl4seer.IIOn. CEIinP=TE CF E U CTION TO BE E)MM "P REVD DT -12 Q -� - - PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE RWWWNM wpm Putawatto pyepp�r44t1A"N F.B., en STATE OF FLARiDA whodew a 2oamthisdolwD,, DWARTUDIY'OFPINANCALSEWIC B 1 ekdlee+mmrtidswdta+delrartnims D 1 OF YY Co ►TION ' F �O men underva doptw CONSTRUCTION ESN L �,c�oralo.�t.gs.,a amelessA�eanel�atloa•oeeel�trr�r»a pe,,,��r�+laeeeopa y es ee►mltues .D good antoacdoedded0ftfsbeeosn WROMaM a c ars$ Wools as oa .axs c H PWWJM o Chgdr44 FA.1* eeaeeaA :E � addeadeetea= RmltelanFtlmaat0er :E erlowunnoeorreaemols%ftPr .ItB.uo DOORBkIC eetloe eraedMloels no � seeeeetiri 89tfIsN4Y1d4:RB2i4 eeatton4orbau�sdeaerBlOdn�be 3W16 eaeeffiodaaleay °dtbei WAtI'J1N 0iQR0�Ote meettl�e f d� an -pup em goLQ1e ma AR TRAM: MACHINERY OR EOUI ERE Q _ _ ..... _ .� -. ... .. ... .. .... _.... .. LAW** MW Roomer ANT .. ~of*.. fiftsodi4odoat rboodisor in IMddeelonlo 4thebasinMsoet<ede PL amoreleasoeto bs I" In bNBagdtbenosm sonerved en the Npokwootmervis . Iepolaienkdodtwets ieeem namedent o ss osm ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE('s/z6/2oia/20 4 PRODUCER BEACON INSURANCE GROUP INC 8567 Coral Way #301 Miami, FL 33155 (305)266-9706 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 NAIC# INSURED JULIAO GARAGE DOORS, INC 8004 NW 154TH ST, #244 MIAMI LAKES, FL 33016 INSURERA: UNITED SPECIALY INS CO. INSURERS: INSURERC: INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DM LTR wM N= I TYPEOF INSURANCE POUCYNUMBER POLICYEFFECTIVE DA D POJCIEXPIRATION DATE LIMITS GENERAUJAMUTV EACH OCCURRENCE $ 1,000,000 COMMERCWOENERMLMRJTY PREMISEB(Ea0 ecaaeaceREWIED ) $ 100 000 CLANESMADE 0 OCCUR MwEw(Aa ) $ 5 000 PERBONAIBADVINJURY $ 1 000 000 A rX CGO017400 08/28/14 08/28/15 GENERAL AGGREGATE $ 2,000,000 cEMLAGGREiAMNRAPPUESTA PRODUCTS-COMP7OPAGG $ 1,000,000 X PoucY JECTT Loc AUTOMOBSJi1AMLm CON®QVEDSINGLELIMIT $ ANYAUTO (Eeaeddeal) BODILIINJURY $ ALLOWNEDAUTOS SCHEDULEDAUTOS fp—) BODILMNJURY $ HSRDAUTOS NON-0WNED4UTOS 010� PROPERTYDAMAGE $ (PmacddenQ GARAGEUA131UTY AUTOONLY-EAACCIDENT $ OTHERTHAN EAACC $ ANYAUTO AUTOOny: AGO $ EXE EACHOCCURRENCE $ IOCCUR ❑ CLAIMSMADE AGGREGATE $ S $ DEDUCTIBLE $ RETENTION $ WCSTATLL O1 H- WORI�OMPENSATIONUID _ TORYLIMITS R EMPLOYERSLIABSJTY El.EACHACCR)ENT $ ANY PROPRIETOReWARTNERIE7)IE<CUTWE E.LDISEAS&EAEMPLOYEE $ OFRCERIMEMNREXCLUDEDT E.LDISEAWF PM.ICYUWT $ lNeaAesc+Namder SPECWLPROMSION93elow OTHER DESCXi1PTIONOF OPERATIONSLOCATIONS VEHICLESEXCLUSION&1DDEDBYENDORSEMENT7SPECIALPROMSIONS 9913SO0382 CERTIFICATE HOLDER CANCELLATION ACORD25 (2001/08) (0 ACORD CORPORATION IMM SHOULDANYOFTHEABOV67ESCRMEOPOUCIESRECANCFtLEMFFORETHEEXPIRATION MIAMI SHORES VILLAGE HALL OATETHEREOF,THE ISSUNGINSURERWILLENDEAVORTO MAIL ..3Q_ DAYSWRITTEN 10050 NE 2ND AVE NOTICETOTHE CMUIRCATEHO.DERNAMEDTOTHE LEFT,BUTFAILURETO DO SOSHALL MIAMI SHORES, FL 33138 IMPOSENOOBUGATIOwRLweamoFANYKINDUPONTHENSURERITSAGENTSOR REP TIVES.,, . . �vE ACORD25 (2001/08) (0 ACORD CORPORATION IMM , CERTIFICATE OF LIABILITY INSURANCE "D"""' 081162014 THIS CERTIFICATE IS LSW90 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(St AUTHOR® REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: R the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. N SUBROGATION IS WAIVED, subject to the terms and conditions of the Polley, certain policies may require an endorsement A slateTrwd on this certificate does not confer to the certl�be holder in Hsu of such end PRODUCER PAYCHM INSURANCE AGENCY, INC. ISO SAWGRASS RIVE ROCHESTER, NY ACT Paychex Insurance Agency Inc W • 877-286-68 50 585.388.7426 -lbAp. Cer�paydTexcom INSURERS) AFFORDING COVERAGE NAIL# INSURED INSURER A: Assock bed Industries Insurance Company Ii ic23140 JULIAO GARAGE DOORS, INC. 2033 W. 62ND STREET INSURER B: INSURER C: SUITE 304 HIALEAH, FL 33016 INSURER D: INSURER E: 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. ,w TYPE OF INSURANCE DL POLICY NUMBER ICY E1= POLICY EV LIMITS I GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABUTTY DAMAGE TO RENTED $ MED EXP &w wo petwn) $ PERSONAL. & ADV INJURY $ GENERAL AGGREGATE $ AGGREGATE LIMB APPLIES PER: POLICY = PROJECT= WC PRODUCTS - CCMPPDP AGO $ $ AUTOMOBILE LIABILITY ANYAUTO CCMB94ED SINGLE LIMIT $ Y INJURY (pH ) $ ALL OWNED SCHEMAID AUTOS AUTOS NOWD AUTOS 0 Mamw � IY O�RY $ PROPERTY DAMAGE $ $ UI MLANAB OWUR EACH OCCURRENCE $ MWESS UAB O CLANS -MADE AGGREGATE $ DED I I Roomm $ $ N OION Alm WLOYS•LIA�nY AWC1028428 02/11/2014 02/112015 X NPC STATU• OTH- L EACH ACCIDENT $ 1,000,000.00 ANY ProwPAarnFtwE>EarnvE OF"p��p yPrInNN) IM, ay^ae�ev N/A [E.L.DISEASE -EA EMPLOYEE $ 1,000,000.00 L DISEASE - POLICY UMIT $ 1,000,000.00 DESCRIPTION OF OPERATIONS I LOCATNSI VEHt N (A1Meh ACORD 101, AcIft" Romft Sehedut% Meese space to #999SIO 2 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLIAGE HALL SHOULD ANY OF THE ABOVE DE4CIUM POLICIES BE C:ANC:E .IW BES THE M(PI RATION 10050 NE 2ND AVE DATE THEREOF, NOTICE ML BE DELIVERED IN ACCORMANCE W1TM TME POLICY MIAMI SHORES, FL 33136 IPR0IIISIONB, BUT FALLURETO MM UM NOTICE SMALL WMKOORUGATMOR LIAMUTY OF ANY MO UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE ACORD 25 (2010" '01988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD N ,I AU 7 2014 ...m 0000.. 0000.. 0000. 0000. . 00.... 0 0 .0000. .0000. 4� M �%P\- 1'4- (?J-4 " Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL- STATE AND COUNTY RULES AND REGULATIONS COUNTY MIAIIII DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Roam 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 'Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (7W 315-2599 NOTICE OF ACCEPTANCE (NOA) ww%v mlamidade.aov/economv Amarr Garage Doors 125 Carriage Court 80600 Winston-Salem NC 27105 • 000 . 0 0000.. ' . SCOPE: 09 •0 96 0 0 •• 0 99066! 00 • •0.00• This NOA is being Issued under the applicable rules and regulations governing the use of Mnetion materc4. The . . documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prod Qontrol �eptiog to be : • • • • used in Miami Dade County and other areas where allowed by the Authority Having Jw isdiet�a (.gym. •• This NOA shall not be valid atter the expiration date stated below. The Miami -Dade Countg ftoc�t Contjgtsmion (IS„„• Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve theAftJo have this Xgtuct o;... material tested for quality assurance purposes. If this product or material fails to perform ig th itccepted nijumer, the . • manufacturer will incur -the expense of such testing and the AHJ may immediately revoke, lJoditQor susgend the use of ...:. such product or material within their jurisdiction. RER reserves the right to revoke this agceptgxv, if iC19*ftddne4, by Miami -Dade County Product Control Section that this product or material fails to n”. thl requirenteX% 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9'-0" Witte (DP +51.1, -60.3 PSF) APPROVAL DOCUMENT: Drawing No. IRC -9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA)1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets Ithrough 3 of 3, dated 0311412003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miam i -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 # 12-0228.12 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 13-0503.06 Expiration Date: September 4, 2018 '071�, f f GApproval Date: August 8, 2013 Page i Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA)1000, 2000, Short, Long, Flush and teak Summit Panels", sheets !through 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. .... . . .... B. TESTS ...... • 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by Amasan Test IA% Inc., ....:. dated 0611112013, signed and sealed by David W. Johnson, P.E. • • • • • • • 2. Test report on Evaluation of Painted or Coated Specimens Subjected tuoCerrrosive; • • e • 0 e Environments per ASTM D1654 & ASTM B117, prepared by Architeti wd Testing, fft., Test' • ; • • . Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed LIV Mf T. HM4 P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBVTA% 202-94 2) Large Missile Impact Test per FBC, TAS 201-94: 0 • : 0: • • 3) Cyclic Wind Pressure Loading per FBC, TAS 201-94 * ; ... , • , . 4) Tensile Test per ASTM E8 0..0 • • " •' • 5) Forced Entry Resistance Test per FBC, TAS 202-94 ..:0 along with marked -up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc., Test Report No. ATLNC 0129.01-1311, dated 04/02!2013, signed and sealed by David W. Johnson, P.E. 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01-0311, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Submided under NOA # 0&0718 01" C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-071801" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/11/2013, signed and sealed by Tomas L. Shelmerdine, P.E. p93) 't--1 Lw Carlos N. titrera, P.E. Product Control Examiner NOA No 13-0503.06 Expiration Date: September 4, 2018 Approval Date: August 8, 2013 E-1 AD.KIBTAM RALCR rA • ATTAOXD V/ OD V4' x I/R' US% mACASAFE a BOLT i RUT PER R== CENTER FH= ATTACHED V/ C4) 1/4' x 3/4' CIAME ON AGE 3 P_ Fu DEAD SCREWS R' I ... 3 SM ZMA, R -TRUSS ATTACHED lP a& CW.V. cmvamcFA.V/ CA V4' x 3/4' .JOBB RRAC SPACINS TR0.�T CER BXACI..::..... RP �• m WAD SCREWS AT 84 CCA RBI EXIEM V4'IffX EACH CENTER STELE w/9AKE0 ON POLYESTERSto �SCREWS MAW HILL SIM �� p TYPICAL TQP FDCTIIRES H.TJL SEE CTARLE Wt PARE 3 FTSE TFROMMENRED SECTION E�aFmLeAt KIN SM RM LER �1 C J � A� TJL AIAt SAFE CENTER HINGE, G , HE.ES Fat STRAIT A ACIlm Or STRUT IS RETMRKtm frEEff x nm BRACKT ATTACHED TD V® • HUTS x T-B/B' JAMA 3 Ta LLER ATTAOM F END STILE V/ 0) V4' x3/4' K HEAD SCREW PER CARRIER to � ®So q amore' RX- tR11,DpQiESB'' ER fXNL vam TRACK MOUNTING DETAIL O. B x LAG SECTION A—A (SIDE MEVA N.T.& PIT IiH8 M O CAE B► A ATRSROIIDWRAMIL ABPO� OB- Sx If +01.1 PSF ` p�'• V�Crziv ,. LARGE NIBBLE b;''�Au nom �. V IMPACT RESISTANT .,• sra LARGE NIS%E 'b°.(4•.A` WAM fmmmm t3 CARRIM am mmm GOD .. ae. • • • • • • • . . sImBT LOMB TYPICAL BGTTQH BRACKET Nt& 4 • • • • • • • • • • G •• ••B • •• ••• SE I ASE • • ••• • • • • ••• • • CIAME ON AGE 3 P_ .JOBB RRAC SPACINS FA q:oo:y • • • TRACK OMFIOURAIM FOR Or UP TO 14 TALL UODRS �� p • • • • • •• •• • • STILE T Y •• TYPICAL STILE STIFFENER%1 J ••• R -mm DAV STEEL R TRIMS ATTACItED V/ (4) V4' x 3/4' • SEEM4 HN P= 3 SEE RABLE 0 DN PACS 3 R.TH • ICEM{ HFAD SCREWS AT EACH END PER STO.E PI.A�iT 91-V m Fa STRUT SPACING STIM NM C0 1/4' x 3/4' HE% HEAD SCREWS AT EACH CENTER SME INSIDE ELEVATION if ALIVTTMM RATTABLE BR� NLS �IQID HHd T 3R'D /M / NVtx3,4• AT BUTTON PAM] 3 Ta LLER ATTAOM F END STILE V/ 0) V4' x3/4' K HEAD SCREW PER CARRIER to � ®So q amore' RX- tR11,DpQiESB'' ER fXNL vam TRACK MOUNTING DETAIL O. B x LAG SECTION A—A (SIDE MEVA N.T.& PIT IiH8 M O CAE B► A ATRSROIIDWRAMIL ABPO� OB- Sx If +01.1 PSF ` p�'• V�Crziv ,. LARGE NIBBLE b;''�Au nom �. V IMPACT RESISTANT .,• sra LARGE NIS%E 'b°.(4•.A` WAM fmmmm t3 CARRIM am mmm GOD .. ae. • • • • • • • . . sImBT LOMB TYPICAL BGTTQH BRACKET Nt& 4 • • • • • • • • • • G •• ••B • •• ••• SE I ASE • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0OF SDEOIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRAM FROM THE TRACX THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS, THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS REt2;1 MAX MIJM DESIGN LOADS OF: +230.0 LBS k -271.4 LBS/FT 3. DOOR AND HARDWARE V LL. BE DESIGNED, MANUFACTURED AND INSTALLED HATH STANDARDS AS SEC FORTH BY OASMA. A DOOR SECTIONS SHALL BE 24 GA 0218 MK EXTERIOR SKIN ROLLED Fes. W/ BAKED ON POLYEVEIt FINISH S, DOORS UPTO YO' HIGH OUNSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 8/8' R -TRUSS PER SE07M 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORT= STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR 00 LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS AVAILABLE TRACIC CONFIGURATIONS N.T.S. LAB 4 TIM A OF THE TEST DOOR PANELS FOR DADE HUMOR OF GARAGE MAX. VAOTH 9'0` �-- DESIGN LOADS +230.0 LBS/FT SEE NOTE 2 -271.4 L13S/FT WOOD JAMB ATTACHMENT TO STRUCTURE • X 3' LAG SLREVS STARTING 6' FROM mm THEN 2M OC. O V2' fO0mew TI Y'KIT 3/8' X 4' STARTEW 6• FROM ENDS THEN 24. O.C. 0 1/2' EMBEIROM HILTI SLEEVE ANWIDR 3Ar X 2-3/4• STARTING 6' PONT Em THEN IB' MQ 0 1/4' EITBEDNENT) rTV/RAMSET REBFFAG (TIRI-BOLT) 3/R' X 4• STARTRIG 6' FROM ENS THEN 24. 0&. CE 1/2' EMBEDMENT) P Y 6 yERTtreD DeTm ATTACWKENT TO FiDLLOV C-90 SLACK SOIPSON 1/4' X 3' TITEN SCREVS STARTUM 6' FROH ENDS, USE PAIRS DF FASTENERS (3' APAIM AT B' OR. 0 1/2' EOW4ENT) MIT 1/4' X 2-3/4• KVIK^CDN U+ SCREWS STARTING 6' FRM ENDS, USE PARRS IF FASTENERS CS' APART) AT 9' O.C. (I IA' EMBEDMENT) 2_IL6 VERTICAL .IAMBJATTACRWEWT TA 6RDUFs'n C -9D 6LDCK (2DO0 PSI ['GDUi)_ HILTI SLEEVE ANCf®R 3/•' X E-3/4' STARTDM 6' tfA IN HM CE' or- 0 V4' ENS COR. USE FASTENERS FOR HOID r W C -A BLMID ■LATS AND 80LTS CAN SE CWBIIERSUNK TO PROVIDE A FLUSH HOUNTIHG SURFACE •PREPARATION OF WMD JAMBS BY DTHERB STRUCTURE STRICTURE STRUCTIRtE STRUCE. • • I'r 2 1-t/2' MIN - 4' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1 TABLE 2 #7 TABLE 4 DOOR STRUT SPACING (BASED ON RECOMMENDED t3� 24.825 48.000 71.376 13'BgT"� 21" HEIGHT SECTION CONFIGURATION} TOP 21" 18/" 24.600 73.600 A B D E F G H T �2q1" 4�� y «.}/:`r`#Sv r'.:, 3� �' ' �" �yw.+��` r.R::" �v ' .1{8" e"549,;"•W'.. 'f�1:5� 12' 6" 21" � down-R, 18" 18" 18" 21". T5112"18" 58" 78112" t_34r- --8'i8` } :u�.600 .�::��:....:..cis�•'y8'6112"18" �70" ,88112": 61.000 70.600 8'!B Bead 28.1 51.000 78.878 52" ,` ' „i `i 9v�yy93" �8S" i..'^Y Inc �! R ^Yt' t . "' Y Bead 28.826 62.000 77.376 8' 61/2" 31" 49" 67" - 100.�1j1/}2�p" 11' 6" 21" 1" 21" 18"} 188j"� 18" 21" V110 � 10` Lig 63.aoo 7g.sao�' 8'j10 A1C"y d7 27.126 63.000 78.876 j ~ 10' 6~4/2" 18" 3T 258" 78" 94" 112112" 10'6" 21" 21" 21" 21" 21" 21"` 27.000 64.000 89.000 9'i0 Bead 27.826 64.000 80.375 108" 124112" �11' 55+ + 52" 70" 88"11W 9'6" 21"Y 18" 18" 18" 1{88q" 21" }�" Xp1]12" ,p9f8�"L, �34"N' v �.ri � �u�! Yu4'� q � '�ff"'�'..-s. >:vs ^a'f.T.-°t::? fft' b:f.: :(''w"I.;P..i etr_Y�A.. .,,: Mz'.`K . ''S:2%•dL-.3$#' 2i. - _ ,�: 12' 5112" 18" 37" 58"� 79" 1�" 118" 138112" 8' 6" 21" 21" 21" 18" 21" .78" i.. 13' 5112" 18" 3T' 58" 94" 12" 13�Q0" 1481/2" 7' 6" 18" 18" 18" 18" 18" q �1r MAMMIJ 14' 6 112" 98" 37" 58° 79" 106" 121" 142" 180 112" 21" 8' 6" 21" .18" 18" TABLE 3 OR TRACK ATTACHMENT SPLICE GHT A B C D E F G H I J K L M N S rT LHE 3" 14" 2T' 38" 46"56" 68"os�.� Mcr arsaranouarats A ARMOQi14M7f018�1070.03&pDROD Ol• �! 8' 3" 14" 2r, 38" 46" 56" 68" 78" 88" B IFO!ODAi0C0110 R/13/0 EC WINNER= s. � DMWN LOANNo 9' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100" ' ''{a.. •" "s: $ ..a.�: ' i-rsr`� 0048578 ^' : � ;e .� E X - ; �' '',x� .. a..n.:s„s"� _ :i �� ,F �,.... Y4 fi. r' 3= o. "_.. t� c�. '_,. . f':, �e � � ; . r n " r n u u n n Y Z• ia�. ��.� Y'�n-.47. n'_�.• . , aY-'Lc ,,. � Se.r.._ n i " O� •CVO WAOT srANCE 11 3 14 2T 38 46 56 68 78 88 1Q0' 110 124" • • • °°,olt?NAb1r�o•°°° • • • • • ��-• • • • • • • • • • • • • v FL ,d®Jfii606�80�0 a g`YY'L��yS,fN�4.�. r n r 12' 3" 14" 27" 38" 46" 56' 68 78' ;£S' Y �.. F,'. v: b� +j�aj4 i `' • ][1� : n n n " • U'22 136 88 100 11 Q' 122- � , i ^ d,TEj`� ' �i • • • • • a#1YIbdO• • ry'.1'k3��. _t �:l �i�: +af. r{ ,.:gd' �e .��iP,a 4�r: ^r l��d�..�.�'•�•' rt tf.,4k �' _` 5�. 'L �{. 4 13' 3" 14" 2T' 38" 46" 56" 88" 78" 88" 100"1114-122" 13! ... MODEL 050 Rmum (Ea GA)11000. 0000 MODEL eoa cm s10MDaxx�¢a oA) 1000 woo • • • f • • • • so=, IQIia, FLO on Edn�i' FAME •• • • • • • • • • : NJ Ei008r cul CAg afA7/ai ammo : : • • : • • s •8 arrso er u� miff -9549-180 21 ALL TRACK ATTACHMENT SPACINO +/- 0 M LOWED WITH SW OR SPF NO. 2 OR BETTER ONLY • • • • • • • 90 3 0, M DOOR HEIGHT Btm SECTION HEIGHTS #2 �3 #4 #5 �8 #7 #8 24.a� 4s.aoa 72:ooa. t3� 24.825 48.000 71.376 13'BgT"� 21" 21" 21g" 21" 18/" 24.600 73.600 21" �2q1" 4�� y «.}/:`r`#Sv r'.:, 3� �' ' �" �yw.+��` r.R::" �v ' .1{8" e"549,;"•W'.. 'f�1:5� 12' 6" 21" 18" 18" 18" 18" 18" 18" 21". 134" 148" r 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" 3etdio» - Farrel Type width (ft1 Carder Stile Location (Measured from Left Edge) 1st �t 3t+d M? On) On} ,y . s a 24.a� 4s.aoa 72:ooa. t3� 24.825 48.000 71.376 *� .. ~49.0 8':2Long 24.600 73.600 0''2 Bead 26.126 49.aaa 72.876 ..:Long s a ib.aoo 610.101010 7s.aon 8'i4 Bead 26.826 50.000 74.376 --8'i8` } :u�.600 Long 61.000 70.600 8'!B Bead 28.1 51.000 78.878 2s.000 6 oa0 78.000 8'E8 Bead 28.826 62.000 77.376 � .28..500 - V110 � 10` Lig 63.aoo 7g.sao�' 8'j10 Bead 27.126 63.000 78.876 j ~ 9'j0 tong 27.000 64.000 89.000 9'i0 Bead 27.826 64.000 80.375 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • yr-1karr GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2007 FLORIDA BUILDING CODE (ASCE 7-05) DADE COUNTY FLORIDA 146 MPH 3 -SECOND GUST WIND SPEED, EXPOSURE C Door Door Width Height Mean Roof Height _ De- n Pressure Door DIght Width HHeight Mean Roof DSI n Pressure Positive Negative Positive Negative 8 - 7 15 +41.3 -51.9 8 8 15 +40.9 -51.1 9 7 +41.0 -51.2 9 8 +40.6 -50.4 16 7 +39.2 -47.7 _ 16 8 +38.8 46.9 18 7 +38.9 -47.0 18 8 +38.5 46.2 8 7 1s +41.8 -52.5 88 16 1 +41.4 -51.7 9 7 +41.4 -51.8 9 8 +41.0 -50.9 16 7 +39.7 48.2 .... ...... 16 8 +39.3 -47.4 18 7 +39.3 -47.5 18 8 +38.9 1 46.7 8 7 17 +42.3 -53.1 8 8 17 +41.9 -52.3 9 7 +41.9 _62.4 9 8 +41.5 -51.5 16 7 +40.1 48.816 _ ___ 8 +39.7 48.0 18 7 +39.8 48.1 _ 18 8 +39.4 -47.3 8 7 18 +42.8 -53.7 8 8 18 +42.4 -52.9 9 7 +42.4 -53.0 9 8 +42.0 -52.1 16 7 +40.6 -49.4 16 8 +40.2 -48.5 ! 18 7 +40.2 -48.6 18 8 +39.8 47.8 8 7 19 1 +43.3 -54.3 8 8 19 +42.8 -53.5 9 7 +42.9 -53.6 9 8 +42.5 -52.7 16 1 7 +41.1 -49.9 16 8 +40.6 -49.1 18 1 7 +40.7 -49.2 18 8 +40.3 48.3 8 7 20 +43.7 -54.9 8 8 20 +43.3 -54.1 9 7 +43.4 -54.2 _ 9 8 +42.9 -53.3 16 7 +41.5 -50.5 16 8 +41.1 49.6 18 7 +41.1 -49.7 18 8 +40.7 48.9 8 7 21 +44.1 -55.4 .................. 8 8 21 +43.7 -54.6 9 7 +43.8 -54.7 98 +43.3 -53.8 16 7 +41.9 -50.9 16 8 +41.5 -50.1 1 18 7 +41.5 -50.2 18 8__:Z +41.1 .3 8 7 +44.5 -55.9 -- - 8 8 22 +44.1 -55.01 9 7 +44.1 -55.1 9 8 +43.7 -54.3 16 7 +42.3 -51.4 ...__-m 16 8 +41.8 -50.5 18 7 +41.9 -50.6 Y 18 8 +41.4 -49.7 8 7 23 +44.9 -56.4 .................. 8 8 23 +44.5 -55.5 9 7 +44.5 -55.6 9 8 +44.1 -54.7 16 7 +42.6 -51.8 16 8+42.2 51.0 18 7 +42.2 -51.1 18 8 +41.8 50.2 8 7 24 +45.3 -56.9 8 8 24 9 -56.0 9 7 +44.9 -56.1 9 8 L+44.5 -55.216 7 +43.0 -52.3 16 8 6 -51.4 18 7 +42.6 51.5 .._ 18 8 +42.2 M.6 8 7 25 +45.7 -57.4 ................... 8 8 +45.2 56.5 9 7 +45.3 56.6 9 825 +44.8 55.7 16 7 +43.4 52.7 16 8 +42.9 -51.8 18 7 r+43.0 51.9 18 8 +42.5 -51.1 0000 • • 0000 • 00 • • • • • •00600 •• • • •0000• Notes: 1) Design pressures calculated using calculation procedures listed in ASCE 7-05. 2) Pressures assume the entire door's width to be in the end zone (zone 5) of the building. 3) Calculated based on enclosed building, any roof slope. 4) Importance factor 1.00, residential application. 5) For mean roof heights less than 15', use 15' pressures. 6) Most garage door openings will not be located completely in zone 5. Therefore individual calculations will result in lower pressures. 7) Table to only be used in conjunction with Amarr Garage Doors. PO Box 288 • Winston-Salem, North Carolina 27102-0288 165 Carriage Court• Winston-Salem, North Carolina 27105 Phone (336) 744-5100 • Fax (336) 744-5815 www.amarr.com 0000•• • • • 0 / 0 1114.♦ • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-218653 Permit Number: WS -8-14-1875 Scheduled Inspection Date: September 09, 2014 Permit Type• Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type• Final Owner: ADRIANA MARIA RAMIREZ, JEFFREY Work Classification: Garage Door rr wort Job Address: 109 NE 104 Street Miami Shores, FL Project: <NONE> Contractor: JULIAO GARAGE DOORS tsunamg uepanment comments REPLACE GARAGE DOOR. Phone Number Parcel Number 1121360130710 INSPECTOR COMMENTS False Phone: 305-826-0250 September 08, 2014 For Inspections please call: (305)762-4949 Page 13 of 28 Inspector Comments Passed Failed Correction Needed ❑ Re -inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 08, 2014 For Inspections please call: (305)762-4949 Page 13 of 28