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RC-19-1529i 0 A Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING E2/ELECTRIC ❑ ROOFING 1_ECEIVED JUL BY: &7N IBC 20 (-I Master Permit No.6!_ 16,3 1 Sub Permit No.-Z-45.1"(3:�— [REVISION ❑ EXTENSION [24NEWAL F-] PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ! jj 6 7 R %V& City: Miami Shores County: Miami Dade zip: ii33�� folio/Parcel#: � - UmCO i -7 47 C3 . Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �r�r•��'�L""� C7eW 8,-Z Phone#: 7 Address: to -I ,//;_ q'( City: M 46 - �4m f ,?.f I State: P-1 Zip: Tenant/Lessee Name: Email: -7SPe, I1 /1 13f CONTRACTOR: Company Name:pp Ei e- h Zca `. l.z� r R Phone#: Address: 3W3gk 5 City: M 6uA Jli►; State: t` /.- Zip: 33 Qualifier Name: gob"' T"" Phone#: State Certification or Registration #: (mpCrn c eare of tuMpetency #: 16Ebbe, DESIGNER: Architect/Engineer: A44 Phone#: Address: A%14- City: State: Zip: Value of Work for this Permit: $ -� t� �I . �OSquare/Linear Footage of Work: &D S� Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition .��-. ., ..,-! �..tr.... s .. _r..... ,. ,. n �..... :^C+•....,.,..._..t,-..i§a:. ems.. rte. x,70..<. Specify co/o� of color thru tile: q Submittal Fee $ 2 _r_�_,,Acmit Fee $, 1� CCF $1. C0 rc $. Scanning Fee $ ? '6"' Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ r 4 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 Zi 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 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 3fter the building permit is issued. In the absence of such posted notice, the inspection will not be approve and a reinspection f will be charged. Signature Signature �'0 N or ENT CONTRACTOR The foregoing instru a acknowledged before me this The foregoing instrument was acknowledged before me this nd day of '� 20 �� by _ day of 0 U 20 Iq by who • perso ally �kno n towho i ersonally know o me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sig . Print: Print. UOII�i MilAc-t3�1 Seal; :�Vr °u'•; JASMIN MAllARESE Seal: :o�►}� °i JASMIk MAZURESE `ap; `^r�P' Notary Public State of Florida Notary Public -State of Florida A` Commission p GG 346758 •fig` Commission K GG 346758 My Comm. Expires Jun 19, 2023 �'� of° My Comm. Expires Jun 19, 2023 P Bonded throw h National Notary Assn. Bonded thr h National Nota Assn. ********** *********************** ************* >AAM�APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) C I V I L Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123rd Avenue Miami, Florida 33175-1174 Ra 4 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fax: 305-823-3300 / 305-884-8834 Website: www.reilehengineering.com September 18, 2019 Precision Roofing Corporation 2646 West 77 Place Hialeah, Florida 33016 Project: ROOF TILE UPLpIFT TEST REPORT Residential Home 134 Northwest 94 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: September 16, 2019 Roofing Contractor: Precision Roofing Corporation Project Number: 19-1535 (Testing Laboratory Certificate # 16-0602.01) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be concrete/clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) the in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and one (1) test in each corner were conducted. Based on our test'results, we conclude that the installation of the roof tile at the above referenced project°meets the test requirement outiined;in the above-mentioned protocol. Attached,please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be df further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mo amad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 134 Northwest 94 Street Miami Shores, Florida Submittals: Cover Page Page 2 thru 5 of 5 Drawing 19-1535 Reileh Engineering Corporation -- Project Number - 19-1535 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 134 Northwest 94 Street Miami Shores, Florida Project Number: 19-1535 Test Number Test Load lb Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 1 Pass Reileh Engineering Corporation -- Project Number - 1y-1535 — rage -i of 5 Test Number Test Load (Ibq Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation -- Project Number - 19-1535 — Page 4 of 5 Test Number Test Load lb _. Test_Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test 1-16 Corner, 17-23 Ridge Caps, 24-38 Perimeter, 39-72 Field Reileh Engineering corporation -- rroject Numoer - — ragc j -- 55' NUMMP 0r S5t MOMNU - 800 5F O Plt9a CAP 95f LOCA11ON PIEL19 - 54 COPNM - 80 5F MOWTP - 15 P MNOT5 C3 MN 111.E COPNPP - 16 MPIMtV 1715fAMa, a - 5' L MNM5 L005� TILE PIZZ CAP - I COUP APIA - 5'X 5' APPPDX, POOP 1"E5T LOCA11ON5, AT -A5, ANP PIWN510N5 19-1535 C'I V I L Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123` Avenue Miami, Florida 33175- :174 ■ Tel: 305-823-8008/305-397-6414 EN61NEER Fax: 305-823-3300 / 305-884-8834 CI Website: www.reilehengineering.com September 18, 2019 Precision Roofing Corporation 2646 West 77 Place Hialeah, Florida 33016 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 134 Northwest 94 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: September 16, 2019 Roofing Contractor: Precision Roofing Corporation Project Number: 19-1535 (Testing Laboratory Certificate # 16-0602.01) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be concrete/clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and one (1) test in each corner were conducted. Based--oh,,-our test xesults,_ we conclude that the installation of the roof the at the above referenced proje'.ct meets the test requirement outlined in the above-mentioned protocol'., Attgched please find a copy of pur test report for your review. s I Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have,any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation 2 Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 134 Northwest 94 Street Miami Shores, Florida Submittals: Cover Page Page 2 thru 5 of 5 Drawing 19-1535 Reileh Engineering Corporation -- Project Number - 19-1535 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 134 Northwest 94 Street Miami Shores, Florida Project Number: 19-1535 Test Number Test Load lb Test -Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass g 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 19-1535 — Page 3 of 5 Test Number Test Load (Ibn Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Rcileh Engineering Corporation -- vroject rvumoer - iy-i D.» — rage 4 ul , Test Number Test Load (Ibq Test Status • 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test 1-16 Corner, 17-23 Ridge Caps, 24-38 Perimeter, 39-72 Field Keiien tngincenng UOrporauvn -- FI VJ-11 - . - ....-d- - Z2 61 60 `59 � 57 • 29 41 46 52 62 96 56 B28 7 65 � 15 27 55 55 N 50 51 55, 65 64 45 14 49 55 51 26 42 S5 6 66 5 52 67 71 40 I 24 5q 41 69 72 70 68 W NUMMP OF T5f MOMM - 800 5E O IWCAE CAP TE5tLOCAWN FEW s 54 CCVNEF - 80 5E COOI6 MPIMETEP I715tANCE, a 5' L t7ENOTt5 L005E MEE t?NEt: 19 WCE CAP c 7 COM AMA - 3'X 5' WMOX. WOE TE5t LOCAWN5, MEAS, *V t71MEN51ON5 �,L q -16 -Zu.3 P1, PACHECO-MARTINEZ & ASSOCIATES LLC September 23, 2019 Miami Shores village Building Department 10050 NE 2r1d Ave. Miami Shores, FI 33138 (305) 795-2204 Re: Generator 9400 N. Boyshore Dr. Miami Shores FL 33138 To whom it may concern: The Generator and corresponding transfer switch the above reference Project has been removed from the scope Of work of the current permit as per owner's request. The Generator and Transfer switch will be done in the future under 0 separate permit. Should you have any Odditionolquestions 6o not hesitate to contact us. Best Regards, Hector J. Martinez A.I.A. NCAR8 As Manager and On Behalf of Pacheco-Mortinez & Associates LLC o �,ector Ma,% �00V v AR93773 W 4i 9 - 4990 SW 72nd AVE. SUITE 101, Miami Ff. 33155 .'(305) 666-2513. (305) 666-3871