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REV-16-2632,O\r3" BUILD! PERMIT APPLI 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 ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: City: Folio/Parcel#: Occupancy Type: Load: Construction Type: \4l re Miami Shores RE j‘ SEP 2 2 X010 BY: FBC2014 Master Permit No. Pc- ` Sub Permit No.V\J 1 " 32-- ❑ ROOFING ❑ R VISION ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR ()'S ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 41 Zi( CLC Phone;:74 - 9 `" — SOS Address: c-67/ ii/v /07 sr City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: C < S P/t, sv / /{,,.U) ' 43 < itArC4hone#: ?CC-- 6 yj // 6 6CAA'," /> 5 -sr Address: City: ./"1�'171" %2/3.//1 / State: Zip: 3 3/-4 k' Qualifier Name: //4 Jve Mf u g-f(^f Phone#: /dJ / State Certification or Registration #: C / C ` 3787 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address:S tate: Zip: Value of Work for this Permit: $ 2-) 0 !!-c--)J �S �, i —"Square/ Footage of Work: C uare inear Type of Work: ❑ Addition ❑ Alteration ❑ New jraRepair/Replace El Dscription of Work: c C i id 1 ( -6?JAi Or (:5( 4 Scapi) r6®/"%c i4-,41./ ✓pery S1 1 . Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ q Radon Fee $ Technology Fee $ + a Structural Reviews $ 1 Z® Bond $ TOTAL FEE NOW DUE $ 73 Li * Co© Demolition cftv-( ( C ..f,v.cs'P r-PPc yz iz 1 O 0 CCF $ • (Q 0 CO/CC $ 7—. A 00 DBPR $ 2..v 0 Notary $ Training/Education Fee $ Fr 2., 0 Double Fee $ (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 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 sever (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a re i spection fee will be charged. Signature it WNER or AGENT The foregoing instrument wasacknowledgedbefore me this -0';‘day of S-e�il, d'bef , 20 J by 111®1(« Lite j &(76 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ,P ()or-er1 ... pie.., =o: ��: VANESSA A CABRERA •i MY COMMISSION #FF169842 (407) 398-0153 FloridallotaryService.co APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instr ment was acknowledged before me this 2'JY(A day of WI -either"- , 20 niO , by 12{k _, /)lCk -) , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC Sign: Print: Seal: ********** Plans Examiner ?o`.. ` °a�� VANESSA A CABRERA i i MY COMMISSION #FF169842 „00/ EXPIRES October 20, 2018 (407) 398-0153 FloridallotaryService.com Zoning Structural Review Clerk Nx Open until 9PM! Hialeah Lowe's USP 5 -in x 1 -13/16 -in Nail Plate Item # 14340 Model # NP15 W (4 Reviews) n ifying Orders $49 or More, Prices, promotions, styles, and availability may vary. Our local stores do not honor online pricing. Prices and availability of products and services are subject to change without notice. Errors will be corrected where discovered, and Lowe's reserves the right to revoke any stated offer and to correct any errors, inaccuracies or omissions including after an order has been submitted. FREE Store Pickup O 326 available today at Hialeah Lowe's! Aisle 21 , Bay 20 III In -Store Map IAl Shipping & Deliver . • • • Ayailabjel . .•.. . . .•.• • • .. •. • .. • . • CHECK OTHER STOW•; Get 5% Off Every Day or Special Financing • . . . .. • •. . • .. • • • . .. •. • . . . ..•. • .. GET DETAILS 1. ...u.• . • 1• • . ....1.. 1. ....;.. . •r. Minimum Purchase Required. Subject to credit approval Product Information Description • Multiple use flat nailing plate • Useable with a wide variety of home projects • 20 gauge steel • G90 galvanizing finish for improved corrosion resistance • Not recommended for use with treated lumber pecifications Wood Dimensional Materials Connected Wood to wood Need Help? Cail 1-800-445-6937 Products & Sales CaI 1-677-GO-LOWES Field Adjustable X Connector Coating G90 •••• • • • • •••• • • • •• • • •• • • • • • •••• • •••• • • •••• • • • • •• • • • • • • • • •• • • • • • • • •• • • • • • • • •• • • • . • •• • • • • • • • • • • • © 2016 Lowe's. Ali rights reserved. Lowe's and the gable design are registered trademarks fLF, •• • ESR -26131 Most I4rdely Accepted and Trusted Page 4 of 11 TABLE 1—HURRICANE TIES For SI: 1 inch = 25.4 mm, 1 lbs = 4.45 N. 'Allowable loads are for one anchor installed to a minimum nominal 2x supported and minimum nominal 2x supporting wood member. A rafter minimum actual thickness of 21/2 inches must be used when framing anchors are installed on each side of the rafter and on the same side of the plate. 2Aliowable simultaneous loads in more than one direction on a single connector must be evaluated as follows: Design Uplift / Allowable Uplift + Design Lateral Parallel to Plate / Allowable Lateral Parallel to Plate + Design Lateral Perpendicular to Plate / Allowable Lateral Perpendicular to Plate s 1.0. The three terms in the unity equation consider all possible forces that the hurricane tie may be designed and installed to resist. The number of terms that must be considered for simultaneous loading is determined by the registered design professiorsal and is dependant on the method of calculating wind forces and the assumed load path that the connector is designed to resist. 3"Connection Configurations" shown in Figure lc (next page) indicate the load directions F1 and F2, and are details showing connector installations on the outside of the wall for clarity. Installation on the inside of the wall is acceptable to achieve the tabulated allowable loads. 4Connections in the same area (i.e. truss to plate connector and plate to stud connector) must be on installed on the same side of the wall to achieve the tabulated allowable uplift loads and ensure a continuous load path. 5Allowable uplift loads have been increased for wind or earthquake loading, and no further increase is allowed. Allowable loads must be reduced when other durations ••• • 6Allowabllateral loads in the F1 direction must not be used to replace diaphragm m boundarymembers or railin •or aPla Sg blocking required by code to laterally support the ends of joists/rafters. '..' • • • Additional shear transfer elements must be considered the connector installation induces cross grain bending or tension of the trussor rafter •• members. • "" • • • c0 i 13r r •••••• •• • • • •••• ' • • H1 H2 112.5 H2.5A FIGURE la—H1, H2, 112.5, H2.5A, AND H3 HURRICANE TIES • • •• •• • • • • • • • • •a • • • •• • 113 • • • •• • • o2t-5-6