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RF-16-811 Miami Shores Village tc , 10050 N.E.2nd Avenue NEt3' Miami Shores,FL 33138-0000 �n Phone: (305)795-2204 r .. .. .. . .. ' t 1'71 Expiration: 09/29/2016 Project Address Parcel Number Applicant 32 NE 91 Street 1131010200050 ALEJANDRO S CLARISA LEAL Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ALEJANDRO S CLARISA LEAL 32 NE 91 Street (917)287-7855 MIAMI SHORES FL 33138- 32 NE 91 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation. $ 750.00 ROOF FOR LIFE OF FLORIDA INC (786)262-5055�_..._........_.� FLORIDA, �......_�.._...._.M..... .....�._�x......._.._..... Total Sq Feet: 180 Type of Work:Re Roof Available Inspections: Additional Info:AN ADDITIONAL PART OF ROOF WAS DONE Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Planning Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# RF-3-16-59167 DBPR Fee $3.75 04/01/2016 Credit Card $473.10 $50.00 DCA Fee $3.75 Education Surcharge $0.20 03/25/2016 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $0.80 Work without Permit Fee $250.00 Total: $523.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MEC L, INDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all a f�thegabove-named ormation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning._ rmore aut contractor to do the work stated. April 01,2016 A gnature Owner / Applicant / Contractor / Agent liate Building Dep rtment Copy April 01,2016 1 16- 81 JOSE A. MARTINEZ, P.E. CIVIL STRUCTURAL ENGINEERS 24 E 5TH Street ^ `-------- Hialeah, Florida 33010 Ph. (305) 887-4417 Fax(305)884-3967 _ 2 l� March 7 2016 INSPECTION REPORT City of Miami Shores Building and Zoning Dept. OWNER: Alejandro Leal. JOB SITE. 32 N.E. 91 St Miami Shores FL 33138. PERAM#: After a visual inspection performed b one of our office representatives at the above referenced location, we P P Y hereby certify that: Slope Roof according to approval plans at time that the addition was permitted. 1.-4 30 Roofing felt was nailed on laps @ 6" O.C. and two rows at 12" O.C. at field and at 6" O.C. at lap and two rows of 6 at perimeter and comer. With 11/4" ring shank nails through 15/8"tin caps. VersalShield Fire Resistent slip sheet Drip eve metal was installed 1 1/4" nails @ 4" O C. Metal Panels were installed in accordance with N.O.A. The panel clip was starting at 3" from edge of panel spaced at 34"on field and 8" on perimeter and comer. Two (2)#10 fasteners per clip were used to install panels and all were installed per N.O.A. 14-0515.14 This report is based on a physical inspection of existing roofing material installed as described above.The installations of Metal Roof meets and or exceeds the requirements set forth in the Florida Building Code 2014 and approved roof permit. If I could be of anfurther assistance in this matter lease do not hesitate to contact me. Y P Sincerely, ro ® ®® u w a J8s6 Martiftgp, P.E o�3156��o®s `• �� I0`a:�'�. Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-255602 Permit Number: RF-3-16-811 Inspection Date: April 07,2016 Permit Type: Roof Inspector: Naranjo, Ismael YP Inspection Type: Final Roof P Owner: LEAL,ALEJANDRO$CLARISA Work Classification: Metal Job Address:32 NE 91 Street Miami Shores, FL Phone Number (917)287-7855 Project: <NONE> Parcel Number 1131010200050 Contractor: ROOF FOR LIFE OF FLORIDA, INC Phone: (786)262-5055 Building Department Comments AN ADDITIONAL PART OF ROOF WAS DONE BY Infractio Passed Comments PREVIOUS OWNER WITHOUT PERMIT-METAL ROOF- INSPECTOR COMMENTS False Inspector Comments Passed Failed El- Correction Needed ❑ y Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 April 07,2016 Page 1 of 1 Miami Shores Village MAR I5 016 Building Department �Y: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762.4949 FBC 20 t� BUILDING Master Permit No. I.IP f& - PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ELECTRIC n/ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL' ❑PLUMBING MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP A _ CONTRACTOR DRAWINGS V JOB ADDRESS: L 1 E City: Miami Shores County: Miami Dade Zi : Folio/Parcel#: is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFFE: 1 3OWNER:Name(Fee Simple Titleholder): Le hone#. 9 Address: �- City: it State•__ l Zip: Tenant/Lessee Name: Phone#: Email: ^ ,/� j CONTRACTOR:Company Name: , `�J 1 , L hone#: 7- Address: 1p� City: 1 State Zip• Qualifier Name: •+ Phone#: l�y State Certification or Registration#: Vic,( 1a,Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip Value of Work for this Permit:$ Square/Linear Footage of Work: �( Type of Work: . 0 Addition ❑ Alteration 1� New ❑ Repair/keplace Demolition Description.of,Work- V O Specify color of` (XJ rrtthru tile: Submittal Fee$_55 , w Permit Fee$ CCF$ CO/CC$ Scanning Fee$ q `CZ Radon Fee$ ` _17G; DBPR$_ Notary$ P— Technology Fee$ ® ` Q Training/Education Fee$ 010 Double Fee$ Structural Reviews$ p✓ Bond$Z2 TOTAL FEE NOW DUE$ V 9 3 ° M . (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 pmperty-is subject-to attachment. Also,-a-certlffed-co the recorded no ' -c-omrneneement-mustbe-postedat the-job-site for the first inspection which occurs seven (7) days r the wilding permit is i u d. In the absence of such posted notice, the inspection will not be approved and a reinspection a will b arged. Signature a OWNER or ENTh O TRACTOR The foregoing instrument as acknowledged before me this oregoing instrument as cknow edged before me this e2' day of 20 ,by day of r ,20 by ho is personally known to .....ispersonally known to me o o has producedy as me or who has produced -- - as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: I tlfilly l��j��/ NOTARY PUBLIC: l ,f r r A,- Sign: Sign• •.6' Sign: s Print: I . = Print: go, 44= Lag' 8`: '�y •: '9vo►g :' Seal: % o'f3�'84�'"'p0:• : Seal: �� �,•°•�Yp �.�CS;•• ANP` ill !l�1111���� 11 APPROVED BY r Plans Examiner Zoning Structural Review Clerk (ReWsed02/24/2014) 4 RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY S7pT OE .flI21QA DEPARTMENT OF $10NAL REGUI ATION e. "ae 4 u z'c_ .... _ � a a ' ♦s - Y. *t 5 ISSUE: 03/08/2015 DISPLAY AS REQUIRED BY LAW SEQ# L1603080001504 0@420, � 0cat8ttS1Rost Ta Maam'-Dade. Coon loceipt. is �OrA BILL State of. f ortt a no a�oTPAY 7165325 sys�ntEs;�tyyrWqW ROTOR EFFf l(*R1010pA.JNC sEcletPr�ya 11 TO SUU31 AVEEX PRES M1ARIp FL:33135. �WELIIAL SEPTEMBER 2016 It�lust be displayed at Place of business Pursuant tO CountY Code Chapter 8A-Art.9&10 OWNER. ROOF FOR LIFE OF FLORIDA INC SEC.TYPE OF eu StNESS Worker(s) 1 796 SPECIALTY BUIDNG COMACTOR PAYRA t CCC1327847 ECTI i BYTAX CO�LLEC'rOR Thisi;6,-WBas1n Tax $4RED0 0720/2015 ® ora aat�U.nroaiyrc@ntfmsPeV�eia@f ��—t5-037303 @@ngover l r atatyf @@y Q t �e�H�t� Th@ Becei�is nota ti@ens@, Pi RIO.et io 6edtSplsy�l on all b tkBham., ;���lY wttb @IIp 9ovetnme@taI F@rmom @W@rr@ef%@D et YBhYctas 4 , Code Sec 81-276 s ' AC40RO 4,,,,,,. CERTIFICATE OF LIABILITY INSURANCE 12(1402016 THIS C.ERTIPCATE Tei'•ISSUED AS A MATTER OF INFORMATION ONLY ANO CONFERS NO RIGHTS UPON THE CERTIFIC M HOt.MR THIS CERTIFICATE DOES NOT AFFEMIATIVELY OR NEGATMEL.Y A11IEDID.EICTEND OR ALTER THE COVERAGE ABED BY THE POLICIES BELOW.TM CERTIFMTE OF INSURAWZ DOES NOT CONSTITUTE A CONTRACT BETWEEN THE HOLING M=Mgft%L AUTYANO'ED RESERVINIVE OR PRODUCER,AND THE CERTHWATE HOLDER. VHP=Allr N the certiinbe holder to an ADDITIONAL INSURED,to poft%l*must be on0am d.N SUBROGATION W WAIVED,subjeed to ft berms and eondl imm of the poft cortalri p eEeios amt►require an andomommL A ablunwit an#0 AIR, ld does no eoafer 0400 to the certificate holder In Neu of sash LUIS DE LA LUWA DELTA INSURANCE UNDERWRITERS,INC. 305 2WI1Q7 IN Mk 303.2W1105 777 N.W.72nd AVENUE.SUITE 3139 DELTAINSUND®AOLCOM MIAMI,FLORIDA 33128 AFFO1 OMMUEV iE Nwf MLWMA. ARC"UR7TY COMPJ4HII/ 21158 > S; ROOF FOR LIFE OF FLORIDA,INC. a181amc, 228 S.W.33idAVENUE aapmo: MIAMI,FLORIDA33135 SINUIMB eaLF: COVERAGES CERTIF10=N REVISION THIS ISTO CERTIFY I ATTHE POLICES OF D ANCE Ll8TLD BELOW}DUNE SEED BMW TO THE 04SURED NSD ABOVE FOR THE POLICY PERIOD INDC OMM.NOTWITHSTANDMANY REWUIR84 ..TERM OR CONOMON OFANY CONTRACT OR OTHER DOCUMENT WITH RESPWrTO WI-OCH THIS CERTIFICATE ft!AY BE ISSUED OR MAY PERTAIN,THE INSURANCES NYTW POLICIES DESCRIBED HEREIN 0 SUB tECTTOALLTHETERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LWITS SHOWN MAY HAVE BEEN REIHKCElD BY PAID CLAMS TYPEOF ! .ICY Laffm GEMOWL ALITY VACHOCCURRENCE a 1imm• COMMEICALGEPMALLMUTY a 10B,ow. ®OCCUR NLD Ew ews 8 10,Otm. A AtiL=462-02 07/12=15 07/1202018 Pawow.aAovwAw 8 1.000,5>m- a 2,=.G . GEMAGGREOMLWTAPPLIESPElt PRODUCTS- AGG a 71 PoLw Ll W nLoc DeducMaperCls t a 2,500. WCOPHOLIEUw8 AWAUTO �DAYaiAs p�parwn) 8 � a WREDAL1TOa AROB a 8 la1F1 W LUAS OCCUR EAp10 a aces uae aae AGGREstsE a DID ReTENTM a g — AIIS YUN lama [ I XcaM0a9anwElptA ELEICHACCIDENTwdN a ofOPSMOn6' IDIS-PWCYL= $ DESCRVIMOFORAVIDN81 LOCA110pa3 t E ACOIiD 1".Addfsl lirwft SSW*9e,am=sme is re*fte RO"ra CONTRACTOR LSE HUMBER CCC1327847. CERTIFICATE MOLDER CANCELLATION S"OULDANYOFTMABOWDEBCRMWPoucommeAmcm.uwgEFOW MIAMI SHORES VILLAGE BLDG DEPT THIS EXPIRKTION IDAM.e'er.401 .WILL DELt1tERED Bl 10050 NE 2 AVENUE ACCORDAMEWTHIMPOLICYPROWWOXIL MIAMI3HORES,FL 33138 1AUTHDRUNDREIMESEMYNE LUIS DE LA LLERA ACORD U(201(1 TIN ACORD rmme arW15s8-2O1oaCORD t�RPORATLON.AI rl s reserved. ktgo are marks co ACORD I .its ATWATERsT ATE OF FLORIDA CMEF tmNCmL OFFICER DEPARTH04T OF FINANCIAL SERVICES DIVISIONW C Tt0 CERTIFICATE OF ELECTION TO 13E EXEMPT FROM FLORIDA 7Tt?N LAW" CONSTRUCTION HIDUSTRY EXEMPTICIN This cerbrmVat the uxgvxW gdsd bekw has okK*ed to to 0=10 from Fbrida MhdMs GmMowtion I2ea►. .4121201 4 EXPIRATION DATE. 4/1/2016 EFFECTIVE DA TE: LINO, ALEXANDER FEIN: 4544199 BMNESS NAW AND ADDRESS. ROOF FOR LIFE OF FLORIDA INC 228 SW 33 AVE MIAMI FL 33135 SCOPES OF BtASINESS OR TRADE: UCENSED ROOFING CONTRACTOR tr�nads by acewcateof ►. "secbm u Pwwtto.Cb"W44M0K14),F S..an OFa +� I.F.S.. a ►�ba •- ' Y nw'w meow III b oraus tDCb FS, of n be,r ,@yes orth"W ortrad"BA'd"ifi�c of eWcowto to 440A%,4 - any am aft to job*of 2w gloom or unissum"Of to ceftHicaw. wo mrwicdw of ejeWwftbeexamit slybeotorarest a� secao�tartsa e� •MWS mvdws 0.pmm nwod on am gloom or ad0cm no ww"MGM#0-**wMitsQUESTIONS?{85M413-1609 DFS-FZ4YWC-M CaUlFICRTE OF B- TO BE EXBRI°7'RevUW 08-13 I I I I I I I I I I I Miami s Village Building Department �'lpR1{�A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner— Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full.-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: weer State of Florida County of Miami-Dade The fo mg was acknowledge before me this day of By who is pers a y mown tome or has produced as identification. ftWyPW*8kft0f Pal" SEAL �!, ` Mr c, ,FF OOMM AW R4L OF FLORIDA -- Warmed&kwsuf®d— Phone No: 785-252-5055 Email: roofforlifecorporationftrnasl.c® UC#CCC1327847 March 21, 2016 State of Florida County of Miami Dade t Before me this day personally a � C r-Q who being dully swom,deposes and says: 2 ? That he or she will be the only person working on the project located at?"—r � JU S raffirmed)and sutascri before me this day of �� '' ,�2U , Personally Know OR produced identification Type of IdentificationIn-, \\144141di0/lddr �' Print Type or tampa o .' It _ z ° meg ' = • o•e�,o pmt ��� /t1111111111 Miami s Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 tOR Tel: (305)795.2204 Fax:(305)756.8972 RE: Permit# DATE: t INSPECTION AFFIDAVIT ��I X 4l KcJG r ?'I VAQ licensed as a,.� �a /Engineer J Architect, (Print no=and drde ucerw Type) FS 468 Building Inspector ��tt 0000 License#: �X 1 ?�, Coq • 0000 0000.. 009000 On or about 3Q I did personally inspect#* deck nailing 0000.. Z � �(oatas� )� 0000.� :0. . 0000 . .. 0000. work at �J •••... • 00.00 0000 . . (Complete Job Site Address) •• • ••0 0•• •....• • Based n that examination I have determined the installation was done according to the PurriMitig cine ation RetroAt 00:0 . 0000 Manual Based on 553.844 F.S) .. •••••• 0000 Signature State of Florida County of Dade: The undersigned, Ding the first duly sworn,deposes and says that he/she is the contractor for the above property 0�%\%1111111111//�� mentioned. ��+`SWi•RA .` ;ooh' 20 N •.• Sworn to and subscribed before me this day of 60• : ••• x ,y Z 828Bpp Notary Public,Sate of Florida at La<i!'; s oma: /r+noun a 'Generali Bul fng,ReskienW,or RoofUrg Contactors or any bxli ual certified under'468 F.S.to make such an ksa mdm.Usdude photographs of each pine of Use roof with pemdt#and address#dearly shown marked on to de*for earls lr� DmA—A nn 1714OMPfWA M rAV O Miami shores Village Building Department -- • 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: Aqm� is Z�L 10050 NE 2nd Ave Miami Shores, FI 331 Re: Owner's Name: 40 ' L-e4J Property Address: i •••••• .... ...... . . • Roofing Permit Number: ...... .. .. • Dear Building Official: •••• •• •.•••• I certify that I am not required to retrofit the roott Ml u connegtigo§of rri building use: •••••• '••' : ...... ...... • he just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00 f vfl• axatiorr� . . •--�-____ --. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Flo' uil ' g Code(1994 SFBC) re Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Notary PUMIc StM of FrerMa Notary Public, Sate of Florida at L Aimnder Pft Comnusfon FF 000589 F.WM 03025/2017 • when the just valuation of the structure for purpose brem n Is equal to or rnore than ,0 }, t e u g n t o c d C nor a 1994 SFBC.Then you must provide a building appil on from a General Contractor for the Roof to wan connection Hurricane Mitigation. Revised on 521/2009 I Properly Search Application-Miami-Dade County Page 1 of 8 As 5 .' Address Owner Name Folio SEARCH: 111 NW 1 St Suite Q • , PRION ' i y '..�'• �� Folio:11-3101-020-0050 •••:•• . , • Sub-Division: •••• • •♦ ••••• EL PORTAL SEC 3 � • � � � Properly Address • • • • • 32 NE 91 ST •� �•..;. •••••• Miami Shores,FL 33138-2808 • • • • �.... Owner ALEJANDRO J LEAL CLARISA LEAL Mailing Address 32 NE 91 ST MIAMI SHORES,FL33138 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 http://www.miamidade.gov/propertysearch/ 03/21/2016 Property Search Application - Miami-Dade County Page 2 of 8 Actual Area Living Area Adjusted Area 1,728 Sq.Ft Lot Size 16,925 Sq.Ft Year Built 1950 F Map I Layers ...... .. ..... .. .. . ...... �g Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments http://www.miamidade.gov/propertysearch/ 03/21/2016 Property Search Application-Miami-Dade County Page 3 of 8 PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board rWIN '3-77 Year 2015 2014 2013 Land Value $219,466 $182,578 $121,975 Building Value $120,269 $117,159 $117,159 Extra Feature Value $924 $924 $924 Market Value $340,659 $300,661 $240,058 Assessed Value $290,469 $264,063 $240,058 �/'{7, " � §;: ��� � x��"�`�z � "wp 3� ' �k�"A��''A"„a��s i'4r d. k 7`'� '�. '�, 1�5°:.nu i�ll�� [ ••••:• 2015 20140•000 • 2013 • COUNTY �••••� s �••' ••••• Exemption Value $0 • • • • • $0 Taxable Value $290,469 $264,06i..:.: $140,058 '. SCHOOL BOARD i • • • •• • •�.♦ _ i••••• Exemption Value $0 $0 •• • $0 Taxable Value $340,659 $300,661 $240,058 CITY Exemption Value $0 $0 $0 Taxable Value $290,469 $264,063 $240,058 REGIONAL Exemption Value $0 $0 $0 Taxable Value $290,469 $264,063 $240,058 Benefit Type 2015 2014 2013 Non-Homestead Cap Assessment Reduction $50,190 $36,598 http://www.miamidade.gov/propertysearch/ 03/21/2016 Property Search Application-Miami-Dads County Page 4 of 8 Note:Not all benefits are applicable to all Twmble Values(i.e.County,School Board,City,Regional). ,55' EL PORTAL SEC 3 PB 9-148 W1/2 OF LOT 8&ALL LOTS 9&10 BLK 9 LOT SIZE 125.000 X 135 OR 18063-0852 03981 & OR 18548-2539 0399 6 COC 25247-293812 20061 LW t771 a »z a wxv • Previous Sale Price OR Book-Page Qualification Description Virevibus 0W%r•1 ; •• 05/29/2015 $687,500 29640-4482 Qua[by exam of deed •41 0ORIA P RAHMANIE000* 00 0 • • •••••• 05/22/2015 $100 29640-4480 Corrective,tax or OCD;min consideration •J Q©RIA P*& aaIE ..... •••••• • ••• ••••• 12/01 r2VW $512,000 25247-2938 Sales which are qualified •••••• •••• •••••• • 03/01/1998 $124,000 18063-0852 Sales which are qualified i••i•i • •• • • • • •••••• For more information about the Department of Revenue's Sales Qualification Codes. ; .•• • ;••••; � 1 • • • 1 ►� 2015 2014 2013 UMNATION.,7 Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-17.5,R-18.5 1000-SGL FAMILY-2101-2300 SQ Front Ft. 75.00 $164,192 GENERAL R-17.5,R-18.5 1000-SGL FAMILY-2101-2300 SQ Front Ft. 50.00 $27,637 GENERAL R-17.5,R-18.5 1000-SGL FAMILY-2101-2300 SQ Front Ft 50.00 $27,637 t a yry4- r Building Number Sub Area Year Built Actual Sq.Ft Living Sq.Ft Adj Sq.Ft. Calc Value 1 1 1950 1,587 $110,455 1 2 1960 141 $9,814 41 101 http://www.miamiWe.gov/propertysearch/ 03/21/2016 Property Search Application-Miami-Dade County Page 5 of 8 MF'FF t ;t '"+;€Y 5 4'R^ Description Year Built Units Calc Value Chain-link Fence 4-5 ft high 1950 210 $924 R 11�11I �;�■AIS*461 � � ai S t * S 1 # x } -fl ��y��„} . ,x w,,r r�S>'� ...;x;. ,„ � ew .� KFS,� m -'� ✓g t *The information listed below is not derived from the Property Appraiser's Office records.It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE • • • • 0000 0000•• Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY 99.9.9 99 •• •9•0•9 • Zoning Code: R17.5- •••••• • • • •0900• Existing Land Use: 10-SINGLE-FAMILY,MED.-DENSITY(2-5 DU/GROSSlACRES. : '•0' •9 9•• • • • • 0 Government Agencies and Community Services �� �• �� � ���•�� •9.099 0 • • - _ _ _ _ - ___ _ -- — -- - -- -•_ --•--- -•- -, ___ 0000•• OTHER GOVERNMENTAL GOVERNMENTAL JURISDICTIONS • • • • • Business Incentives �' 0 Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District Miami-Dade County Bulletin Board Non-Ad Valorem Assessments School Board South Florida Water Mgmt District Tax Collector The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http:/twww.miamidade.govrnfo/disdaimer.asp http://www.miamidade.gov/propertysearch/ 03/21/2016 Property Search Application-Miami-Dade County Page 6 of 8 For inquiries and suggestions email us at http://www.miamidade.gov/PAPortaVContactForm/ContactFormMain.aspx. Version:2.0.3 EXEMPTIONS&BENEFITS Deployed Military Disability Exemptions Homestead Institutional Senior Citizens . . .... ...... ...... .. Mere> ...... REAL ESTATE .... . .. ..... ...... . ... ..... .. .. .. . ...... . . . . ...... 40 Yr Building • ••••• Re-Certification '..' : .... :••••� Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud More> TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions http://www.miamidade.gov/propertysearch/ 03/21/2016 Property Search Application-Miami-Dade County Page 7 of 8 s Extension Requests Filing Returns More> PUBLIC RECORDS Address Blocking Change of Name Change of Address Change of Ownership&Title •••• . 0000 0000•. Declaration of Condominium • . . : '• 0.000. .• .• 0000.. 00.00. 0000 .. . . • 0000 • .. •••.. 0.000. 0 00. 000.0 • .. .. .. Mere> 0000.. 0000.. ONLINE TOOLS • .. 0000 0000.. Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability More> TAX ROLL ADMINISTRATION Appealing your Assessment http://www.rniamidade.gov/propertysearch/ 03/21/2016 Property Search Application-Miami-Dade County Page 8 of 8 Reports More> sees • . • . . 00000 . 000.06 00 .• ...•.. Goes.• • s • oesese Vo 00 .o•••• o ..• Gos•• •• •• •• a 000.00 • • • • • 00 • 000• • . • . o http://www.miamidade.gov/propertysearch/ 03/21/2016 s k yea ¢ 5' "n:z' �, K 'l3 • / `''fit''• ,`''_ I • ■■■■■■■■■■■■■■■■■■■■■■■■■ Iv ■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■'/%■/ � ,� �fir!': 1■%■■MN ONE ME M— Al PINK I' MEN ■■■i%■!%W■■■■■►■■I.I■%■■1■■i�� ■■■ifr■I%% ■i ■■ '�■II■�■I■�1� ■■■irmomblows-11- ■F ERAPRA", ■■■■%/I/:�}■■■S!�!■W HOSII■■Irk■ i 1 f (- 1 1 f ! • I r, INTERNATIONAL CODE COUNCIL ` " LEYVA' m 8306 Mills Dr Stmt 369 Miami, FL 33183 PH.305-256-2416 March 7, 2016 INSVEMON REPORT City of Miami Shores Building and Zoning Dept. OWMIl;: Alejandro Leal. JOB SITE: 32 N.E. 91 St Miami Shores,FL 33138. PEIVOT#: After a visual inspection performed by one of our office representatives at the above referenced location,we hereby certify that. Slope Roof according to approval plans at time that the addition was permitted. 1 #30 Roofing felt was nailed on laps @ 6"O.C. and in field Qa 12"O.C. staggered with 1'/4„ ..ring shank nails through 15/8"tin caps. VersalShield Fire Resistent slip sheet Drip eve metal was installed 1 '/4"nails @A 4"O C. • Metal Panels were installed in accordance with N.O.A The panel clip was starting at 3" from edge of panel spaced at 34" on field and 8" on perimeter and corner: Two (2) #10:fasteners per clip were used to install panels and all were installed per ROA 14-0515.14 'This report is based on a physical inspection of existing roofing material installed as described shove.The installations of Metal Roof meets and or exceeds the requirements set forth in the Florida Building Code 2014,and approved roof permit If I could be of any fcu then assistance in this matter please do not hesitate to contact me. Sincerely, . . . .. . . . . . go • . • . • A4WLEYVA P.E#67416. • ' • or . . . . . . . . . . . . . .. .. . . . .. .. Metal Roof System MiAM Miami-Dade County CATEGORY " -1 " © HVHZ Electronic Roof Permit Form Section D Metal Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Major's Metal Roofing 8t Custom Sheet Metal Notice of Acceptance Number: 14-0515.14 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures,(From the NOA Specific system): -131 psf Fill in the speck roof assembly components.if a component is not required,insert not applicable(n/a)in the text box. Deck Type; —5/8"Plywood— x Optional Nailable Substrate: wA Optional Nailable Substrate Attachment Method: WA Optional Insulation: k t `y N/A Optional Insulation Attachment Method: N/ARoof Slope:F71712" Fire Barrier. Roof Mean Height: 20 ft. VERSASHIELD Clip or Screw Spacing for Metal Roof Panel Attachment Underlayment Type: #30 PAPER Field:�11o1c Perimeters:M"o/c Comers:r87"o% Underlayment Fastener Type: Number of screws required per clip:r27 1.25"Ring Shank Roof Nail Wil-in Cap Perimeter Width:r47 ft. Optional Peel&Stick Membrane: wA Screw Type,Size,8t Gauge for Clip or Metal Panel Attachment: Metal Roof Panel: Steel 1.5"Mechanically Seamed Panel #10x1"Steel Pancake Head Screws . '.'.' .' .' .•. ...• e. g e —." DV4jgj 9lz, 3"face 24 a.— Tip Edge 11Aatenal Type: --Galvinized Metal— *:*Drip-Edge%stePer.TVs: 1.25"Ring Shank Roof Nail V . • . • . . •• HocV6trip7Cleat*tjdbge'or weight —n/a— ... . . . . ... . . . . . . . . . . . . . . . . •• •• • • • •• •• ... . . . •.• • . Metal Roof System CATEGORY "D-111 M1AM � Miami-Dade County HVHZ Electronic Roof Permit Form ® Section D Metal Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Major's Metal Roofing&Custom Sheet Metal Notice of Acceptance Number: 14-0515.14 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: -47 P 2: -81.9 P 3: -121 -131 Maximum Design Wind Pressures From the NOA Specific stem : psf Fill in the speck roof assembly components. ff a component is not required,insert not applicable(n/a)in the text box. Deck Type: —5/8"Plywood— Optional lywood—O tional Nailable Substrate: j P N/A Y Optional Nailable Substrate Attachment Method: z NIAf l Optional Insulation: '* N/A Optional Insulation Attachment Method: N/A Roof Slope:F47 712" Fire Barrier. Roof Mean Height:F207 ft. I VERSASHIELD Clip or Screw Spacing for Metal Roof Panel Attachment Underlayment Type: #30 PAPER Field:r374 "o/c perimeters:r87"o% Comers:r87"o% Underlayment Fastener Type: Number of screws required per clip:r27 1.25"Ring Shank Roof Nail W/Tn Cap Perimeter Width:[47 ft. Optional Peel&Stick Membrane: N/A Screw Type,Size,&Gauge for Clip or Metal Panel Attachment: Metal Roof Panel: Steel 1.5"Mechanically Seamed Panel #10x1"Steel Pancake Head Screws •'• 'piip egg` g Skeuge: —3"face 24 ga.— • • •• • • • • ••• • blip 98geUdenal 1%e:I—Galvinized Metal— *:•Driptdg&%stegARTyN: 1.25"Ring Shank Roof Nail • HooMOClesedJugd or weight —va— • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TGFU.R21453-Roofing Systems Page 1 of 2 A&MU=MTIFIftfflQ=DIRMTORT TGFU.R21453 Roofing Systems Roofing Systems MAMM METAL ROOMG&CBS> N 1pMW MBTAL DW R214O 406 NW 54 ST MIM,MII,FL 33127 USA Any UL ClaWed peel and sM*wKbftymwt may be used M=OmctWa wtth eMw row'or a Type 30 base sly to any of am foie systems. arm srsum Class A 1.Dedra C-15132 WE=Wiffmited Barrier Boards—t3-P Gypsum 1/4 In.min DerdDedc!board or 1/2 in.mW.UL dwelled gypsum board with a5 tents a n*s of 6 ln.fran Uta Ply sheat( s—Any UL( Type 61,62 or 63 bwjpdy s ,TVW 15 or 30 lek or UL Clau fled prepared.wM acoeemy ar INR Gram 90e and Water SMetd-. Srp i—'Copes'1.5-MledwUlcHy Seemed pasuds,"meet 1.5 Meclwdcaft Seemed" "Akm*wm iS icy Seamed p mW or"S OIW paid„mseclumlc Ry fesb ned. 2.Dedu CAS/32 or =nines WtUmited uidu-lov a one!alter Elk Cosa."VeersaShidd Ute,meclumicaDy fastened. ft Mmft--One layer Type 30 base sheet or ,medwAcOy Waned. Panels:—' 1S Medwalce{y Seamed psis,"Std 1.5 Medmd=My Seemed"Panels,a'-5 CdoW per,nmdmka$y &Dada C-15!32 or speroerl MwaWM ludhses UnAn*W U�—One or more pedes Ek Corp.'Verse d Ute", y fwd. Panels--'CMr 1.5"MteddcWv Seemed per,`Steil 1.5 MedwdcabY SewrAW parift or"5 Cahap-parade, y fasbmaL 4.Delo C-15M ImMm UmNmpted pl yme s—Two payers Elk CwP.%VsaShldd UnderWime ",nteclumicavy meted. Paaets Ahmr*Wm 1.5"NedmrdcnUy SmwW Pamela-. Class B 1.Dedra C-13132 Indhm L%ddmked —one bwmc corp.-vb=OWUr�14,.•n�dt�n, •. Panels—-Cooper 1.S-Mt gcalty Seamed psneta, 1.5-F • •.. ;'-Akniftan 1.5-M qy Seamed Panels",or 0501mP p medmulcey • • • • • • • • • 2.Dedra Spm!Sheed" lucibm WdlmPted VndwbVmws—One payer E9c Corp.%Ws@SMW WNlellavam- °. i • •• i • i i Pmdm—"Cooper 1.5" Seamed ptattels,- L$j+leftunlaj S Cwt-per,n"x%wdcdy fasied. . .. . ... . ... 0. C ... . . . . ... . . . . . . ... . . . . . . . . . . . . . . .. .. . . . .. .. http://databamW.c onVcgi-bin!XW template/L%tkT/iVR)kNws owphgejuw?name=TG... 413/2014 TGFU.R21453-Roofing Systems Page 2 of 2 1.Doda C-15132 TOCUM tsh MO ed VOW Domstm�(O n:--Any UL aa=ea bow/ply Aced —•C=W LV Medsenicaft Std Pte.'Stec is MedvankOy Seemed P 'AWmh=n 1J-Modianbcaily Seamed Panels or'S Crimp'Pwkek medvanIcally attached. LogIbabW or 2013.04-22 OLMIUans? Print this Dam Terms e<UseRIM TOO 0 2014 UL LLC When the UL Leat Mork Is at the pre rim ct,or when the wand•ftvbv mneW is bum In the l0.Merits Please Search the dIMM for OddkWW bhfermstlon 010901aM this ProdhaCS cehINIC 0h. The appearance of a rornpov y"s name or product in tics dh does am In fteff assure that products so iderAMM have bean nathhdach red under UVS FOH=4 p Service.0*Lasa Pvducts bowing the UL Mark shadd be considered to be Certs and covered huh 0 tq.'B Follow-Up ServIca.~look for the Mark an the Pry. UL Permit the reproduction of the m in the ongne CatMostion Directory Mod to the Nom coadMonm L Tha Gide A -H-�,Aumbb%Cotstrudler s. ,Systems,mWaC (f9es)vaust to j psi in In tu&ehhtbady and bh anon. adsieadirhg ham,Waout any"Mopulation Of the data(or ).2.The 1- 1; rhB 10AWkted from the(lam GsWicellow DMxMV wM h pvnIssion free W must appear agocent to the 0,,k i A i,I material.In oddItIons the mwb ted maWW roust Include a Ccpyhlglht Itaflae In the kftwbhg ft=aft'C 2014 UL LLC. •• ••• • • • • • •• • ••• • ••• • • • • • • • • • • • • •• • • •• • • • • • •• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • hapJ/distab &ULCom/cgi-binMYVhen;;Gtr;JU§E*/IVAAW)ftwPWITUW?Mmc=TG... 4/3!2414 RIDGE/HIP FLASHING FIELD BEND END CUT PANEL (FORM AND BOX END) "J" CHANNEL 1/8" RIVET 24" O.C. CLIP WITH SCREWS ROOF PANEL ROOF NAIL INTO "J" CHANNEL APPROVED 4" O.C. PLYWOOD UNDERLAYMENT 5" 5" .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . .. . ... . ... . HIP / RIDGE DETAIL m STEEL (24 Ga.) - STQl. . .S A�1ll •ANEL.. .. . . .. ••• • • •. •.•• •. • 406 NW 54 STREET MIAMI,FL 33127-TEL(305)757-9504 FAX(305)757-4031-E-IML APPROVED UNDERLAYMENT PANEL 5/8" CDX PLYWOOD 3" RAKE FLASHING 1 1/4" RING SHANK ROOF NAIL 4" O.C. STAGGERED .. ... . . . . . .. . . . . . . . . . . • • • • • . . . RAKE DETAIL •.• • • Y •.. • • STEEL (24 Ga.) - ST�A(lQI}VG;.S OANEL -- . .. .. . . . .. .. ••• • . . ... . . 406 WW 54 STREET MIAMI,FL 33127-TEL(305)757-9504 FAX(305)757-4031-E-MAIL cam CLIP W/SCREWS (1ST CLIP 3- FROM END) ROOF PANEL (FIELD CUT AND HEMMED) APPROVED UNDERLAYMENT 5/8-CDX PLYWOOD WRAP PANEL 3- BULLNOSE DRIP EDGE WOOD BLOCKING .. ... . . . . . .. . . . . . • • . . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . • • . . • • • • EAVE DETAIL STEEL (24 Ga.) - STANpI14G:,Ji A PANEL . .. •• • • • •• •• ••• • • • 000 • • 4063 NW 54 STREET MIAMI,FL 33127-TEL:(305)757-9504 FAX(305)757-4031-E-MAIL ROOF FASTENERS OR DRIVE PINES @ 12" O.C. FLASHING FIELD BEND END CUT PANEL (FORMED AND BOX END) J-CHANNEL ROOF PANEL PLYWOOD APPROVED UNDERLAYMENT .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . END WALL DETAIL STEEL (24 Ga.) - STAtJDK 7$i,A&4 PAhJELQ' . .. .. . . . .. .• ••• • • • ••• • • 406 NW 54 STREET MIAMI,FL 33127-TEL:(305)75749504 FAX:(305)MAW-E-MAL STUCCO COUNTER FLASHING ROOF FASTNERS OR DRIVE PINES @ 1z O.C. APPROVED UNDERLAYMENT T ROOF O WALL FLASHING J-CHANNEL ROOF PANEL FIELD BEND PANEL ROOF NAIL PLYWOOD @ 4.O.C. II I I .• .•. • • • • • .• • • • • • • . • • • •• • ••• • ••• • SIDE WALL DETAIL STEEL (24 Ga.) - STAN EN.G AM PANEL . .. .. . . . .. .. ••• • • • ••• • • A& 406 NW 54 STREET MIAMI,FL 33127-TEL:(M)75/-9504 FAX(305)757-4031-E-MAIL PANEL CLIP WITH SCREWS ROOF PANEL BUTYL TAPE UNDER CONTINUOUS CLIP VALLEY FLASHING APPROVED UNDERLAYMENT PLYWOOD .• •.• . . • . . •• . . . . . .. ... .. . . . .. . ••• .. .•.• . . . . . . . . . . • • . . . • 00 :00 VALLEY DETAIL ••• . • • • ••• • . -: Qom•.\ STEEL (24 Ga.) - STAI`j j G f&AM PANEL . .. .. . . . .. .: ••• • • • 00* • • 406 NW 54 MMET MIAMI,FL 33127-TEL:(305)75/-9594 FAX,(305)M-4031-E-MAIL:mmvM@ms Loom BOSTICK 9-15 SELANT / STUCCO STOP MAJOR'S METAL PANEL L METAL FLASHING 30# ROOFING FELT ASTM D226 OVER VERSASHIELD i 5/8" CDX PLYWOOD BOSTICK 9-15 SEALANT • ••• • ••• • • • • • • • • • • • • SIDEWALL DETAIL (B . .. .. . . . .. .. ••• • • • ••• • • 4*NW 54 STREET MI M.FL 33127-TEL:(385)7519584 FAX(M)'157401-E-MAIL VENT PIPE ROOFJACK (DEKTITE OR EQUAL) SCREWS AT 1"O.C. ROOF PANEL 5/8'CDX PLYWOOD DECK •• ••• • • • • • •• • • • • • • • • • • •• • ••• • ••• • ROOF PENETRATION STEEL (24 Ga.) - STAI`DKG. Ain PANEL ••• • • . ... . • 406 NW 54 STREET WI M,FL 33127-TEL'(305)757-%M FAX(305)757-4031-E-MAIL:msrrbt@majommmbmoom i 7 / METAL SEALANT I / / I / / L --- #10X1.5"WOODGRIPSCREW CAP ATTACHED WITH#10X1.5' TRUEGRIP REMOVABLE SCREWS #10X1.5"WOODGRIP SCREW EMBEDD IN CAULK TOP&BOTTOM •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • JOB NAME •• • ••• • ••• • ROOF JACK DETAIL COMMENTSCESCRIPTION: STEEL (24 Ga.) - STA Po I�p;S,EjAI-I R41EL - . .. .. . . . .. .. ••• • • • ••• • . 406 NW 54 STREET MIAMI,FL 33127-TEL:(3305)757-9504 FAX(305)M401-E4AL / / / METAL SEALANT L-- -- -� #10X1.5"WOODGRIP SCREW #10X1.5°WOODGRIP SCREW EMBEDD IN CAULK TOP&BOTTOM • • •• •• • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • JOB NAME GOOSE NECK DETAIL 000 0 •.• • • • • •.• • • Q cOMMeNrs�EscwPnoN: STEEL (24 Ga.) - STANDoV•G AM P. VEL . .. .. . . . .. .. ••• • • • ••• • • 408 NW 54 STREET MIAMI,FL 33127-TEL(305jiiO4 FAX(305)757-4031-E-MAIL Florida Test Protocols for High Velocity Hurricane Zones,2010 Page 1 of 5 ROOFING APPLICATION STANDARD(RAS)No.127 PROCEDURE FOR DETERMINING THE MOMENT OF RESISTANCE AND MINIMUM CHARACTERISTIC RESISTANCE LOAD TO INSTALL A TILE SYSTEM ON A BUILDING OF A SPECIFIED ROOF SLOPE AND HEIGHT 1. Scope 2.6 Compare the values for M,,with the val- ues for K.noted in the Product Approval. If the M�values are greater than or equal to This standard covers the procedure for deter- the Mr values.for each area of the roof mining the Moment of Resistance (M,) and [i.e., field P,,,e(I), perimeter P•,,,(2) and Minimum Characteristic Resistance Load(F) corner Pd(3)areas],then the tile attach- to install a file system on buildings of a specified ment method is acceptable. roof slope and height. Compliance with the re- 3. How to determine the Minimum Character- quirements and procedures herein specified, istle Resistance Load (F)(Uplift Based Sys- where the pressures(Pd)have been determined tem) based on Table 1 or Table 2 of this standard,as. • applicable,do not require additional signed and sealed engineering design calculation.All other 3.1 Determine the minimum design pressures calculations must be prepared, signed and for the field,perimeter and corner areas sealed by a professional engineer or registered JPzjl),Pd(2)and P„d(3),respectively) architect.Table 1 is applicable to a wind speed using the values given in Table I or Table ; of 175 mph,risk category it buildings,and ex- 2,as applicable,or those obtained by en- of category C.Table 2 is applicable to a gineering analysis prepared,signed and wind speed of 175 mph,risk category It build- sealed by a professional engineer or regis- Ings,and exposure category D. tered architect based on the criteria set forth in ASCE 7. 2. How to determine the Moment Resistance 3.2 Determine the angle (B) of roof slope. (M.)(Moment Based Systems) from Table 1 or Table 2,as applicable. 2.1 Determine the minimum design wind 3.3 Determine the length(1),width(w)and pressures for the field,perimeter and cor- average tile weight(W)of tile,per Prod- ner areas(P„dl,P„d2 and P,d3 respec- uct Approval. tively)using the values given in Table 1 or • Table 2,as applicable, or those obtained by engineering analysis prepared,signed 3.4 Determine the required uplift resistance and sealed by a professional engineer or (F,)per following formula: registered architect based on ASCE 7. Fr=[(PmxIxw)-W]xcos 0 2.2 Locate the aerodynamic multiplier(d)in tile Product Approval. 3.5 Compare the values for F,with the values for F noted in the Product Approval.If 2.3 Determine the restoring moment due to the F values are greater than or equal to gravity(MA)per Product Approval. the F,values,for each area of roof Ii.e., field P„d(1)perimeter(P�d(2)and comer P„d(3) areas[, then the tile attachment 2.4 Determine the attachment resistance(M,) method is acceptable. per Product Approval. 2.5 Determine the Moment of Resistance (M,)per following formula: •• ••• • • • • • •• M1=(Pffidx1)-MS i ••i i i i i i • •• • • • • ••• • •• ••• •• • • • •• 2010 FLORIDA 13ULDNO CODE—TEST PROTPC0j4VW . ... • • (RAS)127.1 •• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.madcad.com//Iibrary/?page=Pagerprinter&bid=161687&p=102 6/28/2012 Florida Test Protocols for High Velocity Hurricane Zones,2010 Page 2 of 5 (RAS)No.727 TABLE 1-RISK CATEGORY I EXPOSURE CATEGORY"C^t MMWM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD @P,(I)J,PElMMM[Pam(2)I AND CORNER IPam(3H AREAS OF ROOFS FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIREW ROOF >2:12to 56:12 >6:12 to 512:12 SLOPE P,J2)& Roof mean height P„dt I) P.,(2) P.,(3)= P"(1) P.d13) 520' -39.1 -68.1 100.7 -42.8 -50.0 - >20'to!g 25' 40.9 -71.3 -105.4 -44.8 -52.3 >25'to S 30' -42.4 -73-9 -109.3 -46.4 1 -54.3 >-W to S 34' -43.9 -76.6 113.2 -48.1 -56.2 >3S to!r.40 -4-5.1 -78.7 116.3 -49.4 -57.8 Calculated in accordmne with ASCE. Z For Hip Roofs with slope!g 5.5:12.Pyd(3)shall he tremed as Pd(2). 'PA=0.6P, TABLE 2-RUM CATEGORY I EXPOSURE CATEGORY"D"l MINIMW DESIGN WIND UPLIFT PREMMIURES IN PSF FOR FIELD(Pmm(7)].PETER(Paw12)I AND SER IPamMI AREAS OF ROOFS FOR EXPOSURE D BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECtFIEW ROOF >2:12to 56:12 >6:12to512:12 SLOPE - Pa,(2)& Roof mean height P�'m P.(2) P�t3)- P�jI) P�,(3) 520 -47.0 -81.9 -121.0 -51.4 -60.1 >?tY to!9 25' -48.8 -85.0 -125.7 -53.4 -62.4 >25'to 5 30' -50.3 -87.7 -129.6 -55.0 -64.4 �I >-W to!.35' 41.5 -89.9 -132.7 -56.4 -65.9 >35'to!g 40' -52.7 -91.9 -135.8 -57.7 -67.9 t Calculated in accordance with ASCE 7. -For Hip Roofs with slope 5 5.5:12.P„dt 3 t shall be treated as Pa,dt21. Pd=O.6P„a •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• (RAS)727.2 . ... 20JO FLC .--BUILDING CODE-TEST PROTOCOLS HVHZ . . . . . . . . . . .. . . .. . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . http://www.madcad.com//library/?page=Pagerprinter&bid=161687&p=102 6/28/2012 Florida Test Protocols for High Velocity Hurricane Zones,2010 Page 3 of 5 (RAS)No.127 TABLE 3 WNEWTOOSTAIN WFOMATION Description Symbol Where to raid Table I or Table 2,as applicable,or by an Design Pressure P,j 1)or P.,(2)or P.(3) engineer analysis prepared.signed and sealed by a professional engineer based on ASCE 7 -Mean-Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity MF Product Approval- Attachment Resistance Mf Product Approval Required Moment Resistance Mr Calculated Minimum Characteristic Resistance Load F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight - W Product Approval Tile Dimensions 1-length Product Approval w=width All cakulations must be submitted to the building official at the tune of permitting. • •• • • • • ••• • •• ••• •• • • • •• 2MO FLOFBDA BUILD NO CODE—TEST PRO JOCOO#VHZ • t•• • • (RAS)127.3 • • • • • • • • •• • • •• • • • • • s• • ••• • ••• • ••• • • • e ••• • • • • • • • • • • • • •••• ••• • ••• • • •• •• ••• •• • http://www.madcad.com//library/?page=Pagerprinter&bid=161687&p=102 6/28/2012 I a LIMITATIONS 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e.field,perimeters, and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). 3. Panels shall be roll formed in continuous lengths from eave to ridge.Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo,and the following statement: "Miami-Dade County Product Control Approved"or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo,and/or model. MU�MI-RADE COUNTY V!...• t 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. .. ... . . . . . .. .. . . . . %: . .. ... .. . . . .. . ... . ... . . .•� :• ••: •.• :•. ••• NOA No.: 14-0515.14 Expiration Date:06/17/19 .O D ••• • • • • • Approval Date:06/12/14 • • • • • • • • Page 5 of 7 DETAIL DRAWINGS 0.53" STIFFENING RIBS 0.42" 0.36" 0.50" 0.10" 1.47" 1.50" 12',16-&20" PANEL DETAIL 0.50" PANEL WITH SINGLE LOCK 0.25' HOLES FOR SCREWS �-+-- PANEL CLIP DETAIL STEEL 1.5"MECHANICALLY SEAMED PANEL AND DETAILS .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••. . ••. . . . . . . . . . . . . .. . . .. . . . . . •.' :' ••: '•' :•. '.' NOA No.:14-0515.14 to couNTY Expiration Date:06/17/19 JAPPROVEDI Approval Date:06/12/14 Page 6 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DRAWINGS CONT. #10 FASTENERS STEEL PANEL e PANEL CUP 3A•OG. #10 FASTENERS STEEL PANEL PANEL CUP ®® 8.00,. o 0- STANDING SEAM PANEL II END OF THIS ACCEPTANCE .. ... .. . . . .. I ••� �• ••: •.• :.. •.' NOA No.:14-0515.14 APPROVED I E�D Expiration Date:06/17/19 Approval Date:06/12/14 ••• • • • • •.• • • Page 7of7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. /�"L Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renalled in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. Overflow scuppers(wall outlets):It is requi that rainwater flows off so that the roof is not overloaded from a buildup of water.Perimeter/edge or other roof extension may block this discharge if overflow scuppers wail outlets)are not provid . It may be necessary install overflow scuppers In accorda requirements of Sections 4402,R44 4413 OwnedAgen' Signature e r Sig Date 3 z wc- gel-VI S7— i�1i�ii "-sr�^Pd; Property Address �L 3 3 X38 Permit Number Revised on 7/9/2009 LD;07/01/2015; *00 • •• • • • • ••• • .. ••. .• • . • •• •• • • •• • • • • • •• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMaOAL>iE MIAMI-DADS COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MM) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Major's Metal Roofing&Custom Sheet Metal,Inc. 406 NW 546 Street Miami,FL 33127 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Steel 1.5"Mechanically Seamed Panel 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 4vy the rnanufacttwer or.ils distributors and shall be available for inspection at the job site at the request of theUuikypg,Ntftigl.;.; • . . This NOA renews NOA# 11-1202.03 and consists of pages 1 through 7. .. ... .. . .. The submitted documentation was reviewed by Alex Tigera. 0 . . . • . • . • . . .. . . 00 00 . go . . t�wAoecot�rrir -�'R il 15.14 A •• •Expiration�Date:06517/1JAPPROVED19 Approval Date:06/12/14 •' ' • Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category Roofing Sub-Category: Non-Structural Metal Roofing Material: Steel Deck Tyne: Wood Maximum Design Pressure See Table A&Table B TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Steel 1.5"Mechanically Length:varies TAS 125 Corrosion resistant galvanized or galvalume Seamed Panel Coverage width: 12", 16"& preformed,coated,prefinished,metal 20" panels. Height: 1.5" min.24 gage(0.0239") Min Yield Strength:26 ksi Panel Clip 1=2" TAS 110 ASTM Grade 50 preformed,galvalume steel W=2" clips with two preformed holes. h= 1.5" min.24 gage(0.0239") Stainless Steel Panel 1=2" TAS 110 Grade C preformed,stainless steel clips with Clip w=2" two preformed holes. h= 1.5" min.24 gage(0.0239") TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Product Dimensions Product Description Manufacturer Fasteners #10 Corrosion resistant steel screws for Generic fastening of clip. MANUFACTURING LOCATION: 1. Miami,FL. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/RenoDate Valspar Corporation ASTM G 23 ASTM B 117 PRI Asphalt MRI-001-01-01 TAS 100 08/18/03 Technologies,Inc. •• •.• • . . • . .. Hurricane Test 0299-0801-03 TASOb25 .: .': : : :.: •. 10/27/03 Laboratory,Inc. -.0 •• • • •• Hurricane Test 0299-0320.04 TAS 125 03/25/04 Laboratory,Inc. � � •�� �'. '00 �: �•. 000 ' " • 0.0 it),; Tb.: 14-0515.14 �anm�pe couHnr •• • • Expiration Date:06/17/19 Approval Date:06/12/14 • : i : : ':' : : Page 2 of 7 • • • • • • • • • • • •• •• • • • •• •• 11 M APPROVED ASSEMBLIES: System A: Steel 1.5"Mechanically Seamed Panel(Maximum 20"coverage width panels) Deck Type: Wood,Non-insulated Deck Description: New Construction 19/32"or greater plywood or wood plank,or for re-roofing 15/32" or greater plywood. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable Building Code,but in no case it shall be less than 8d annular ring shank nails spaced 6"o.c.in the field and 4"o.c.along the perimeter of the sheet. In reroofing,where the deck is less than 19/32"thick(Minimum 15/32")The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type H installed with a minimum 4" side-laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin- caps and 1'/a"annular ring-shank nails,spaced 6"o.c.at all laps and two staggered rows 12"o.c.in the field of the roll. Or,any Miami-Dade County Product Control Approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation# 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Major's Metal Roofing&Custom Sheet Metal,Inc.'s current published installation instructions. Metal Panels and Install the'Steel 1.5"Mechanically Seamed Panel" and accessories in compliance with Accessories: Major's Metal Roofing&Custom Sheet Metal,Inc.'s current,published installation instructions and details. Flashing,penetrations,valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panels shall be installed with galvanize/stainless steel clips(2"long x 2"wide x 1.5" tall),attached to substrate with two corrosion resistant steel#10 wood screw of sufficient length to penetrate through the sheathing a minimum of 3/16". Clip fastening shall start 3"from panel end and shall be at maximum spacing as described below in Table A.there after. Standing seams shall be mechanically seamed to a full 900 seam,(single lock). TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures 573 psf —101 psf Maximum Clip Spacing 34"O.C. ••• ••: • • » •• 1. ExhWlation shall not be allowed • .. . • • • . ... . ... . . . • • •• ..; •.• • :XOA.No.: 14-0515.14 � ;C�w7Y •• • Expiration Date:06/17/19 1APPRApproval Date:06/12/14 •:• : i i i •i• i Page 3 of 7 • • • • • • • • • • ••• • • •• •• • • • •• •• • • ••• • • M System B: Steel 1.5"Mechanically Seamed Panel,(Coverage width 12"& 16") Deck Type: Wood,Non-insulated Deck Description: New Construction 19/32"or greater plywood or wood plank,or for re-roofing 15/32" or greater plywood. Slope Range: 2": 12" or greater Maximum Uplift See Table B below Pressure: Deck Attachment: In accordance with applicable Building Code,but in no case it shall be less than 8d annular ring shank nails spaced 6"o.c. in the field and 4"o.c.along the perimeter of the sheet. In reroofing,where the deck is less than 19/32"thick(Minimum 15/32")The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type H installed with a minimum 4" side-laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin- caps and 1'/a"annular ring-shank nails,spaced 6"o.c.at all laps and two staggered rows 12"o.c.in the field of the roll. Or,any Miami-Dade County Product Control Approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation# 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Major's Metal Roofing&Custom Sheet Metal,Inc.'s current published installation instructions. Metal Panels and Install the"Steel 1.5"Mechanically Seamed Panel" and accessories in compliance with Accessories: Major's Metal Roofing&Custom Sheet Metal,Inc.'s current,published installation instructions and details. Flashing,penetrations,valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panels shall be installed with galvanize/stainless steel clips(2"long x 2"wide x 1.5" tall),attached to substrate with two corrosion resistant steel#10 wood screw of sufficient length to penetrate through the sheathing a minimum of 3/16". Clip fastening shall start 3"from panel end and shall be at maximum spacing as described below in Table B.there after. Standing seams shall be mechanically seamed to a full 900 seam,(single lock). TABLE B MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures 573 psf —131 psf Maximum Clip Spacing 34"o.c. 8"o.c. 1. Extrapolation shall not be allowed •• ••• •• • • • •• Goo • • • o • • • • •• • • •• • • • • ••• �• ••� ••• �•NOA•l1o.: 14-0515.14 MIAMeCOu1v7Y Expiration Date:06/17/19 Approval Date:06/12/14 •�� i i i i •i• Page 4of7 • •• •• • • • •• •• ••• • • • ••• • •