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REV-17-214te:\°.° 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 43UILDING ❑ ELECTRIC ❑ ROOFING RECF1VREQ_ , JAN 2 6 2017 BY: FBC 20 Master Permit No. R CIS �2_ I Sub Permit No. P c If r4 —114 VISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF (� � ( WOW- �p j CONTRACTOR JOB ADDRESS: :IP M `�''V�n j��l�Ul �- I!( \ City: Miami Shores County: Miami Dade ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 5?) 1 Folio/Parcel#: Is the Building Historically Designated: Yes NO x Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): l Ck I USA/ Address: 1 City: 1 1 Flood Zone: BFE: FFE: Phone#:,901 4 /-1- Tenant/Lessee Name: State: )' Email: ( k t dOlet Phone#: fveiss) S_ C Zip: 5 i37 CONTRACTOR: Company Name: CAS" ;-JA 9_42-,jLQP/Ei•" 1 Phone#: - 'Z2` -62°93 Zip: 3373) Phone#: 3 RD1 3 T State Certification or Registration #: C CSC, t / cs(t 2 q Certificate of Competency #: Address: I1 SZ. SC() %Atje City: t` iLt°ANtAL" Qualifier Name: Zw.Ar CLO C\ 4 /(J✓�2.. / State: ffstIDE Architect/Engineer: Phone#: `Address: City: LValue of : ork for this Permit: $ f .71f J J Ty)e of W, rk: ❑ Addition •Lam! alteration" - ❑ New I 1 Repair/Replace ❑ Demolitiono 11cb0 of Work: �1-? GQ .7P'16 co a j0 .4 %1rd P ki k.tJ O D U . f � % iI —4 iJr tipW State: Zip: Square/Linear Footage of Work: 9 q 5 (- Sp�f for of color thru tile: yalb Permit Fee $ CCF $ .* CO/CC$ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Structural Reviews $ BO Training/Education Fee $ (RPviCPdn2/24/711141 Notary $ Double Fee $ Bond $ OU TOTAL FEE NOW DUE $ (_' 1 • "'-- \I. Bonding Company's Name (if applicable) 4,,, `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 seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. iS gnatur`e7'J (...vijicii OWNER or AGENT The 1 regoing instrument was acknowledged before me this 01, day of -�- , 20 /6 , by Left C -'''f , who is personally known to me or who has produced as identification and who did take an oath. Seal: 1Une4*,, Caridad Reltes '= Commission 166002319 ri Expires: JUNE 14, 2020 APPROVED BY rRnvicc,Ir , hA /1(11 A //-1/9 Signature CONTRACTOR The foregoing instrument was acknowledged before me this �A3 day of'rez;�.�(�tl , 20 l , by C s�Uorap 03S4mic.A , who is personally kno me or who has produced as identification and who did take an oath. NOTARY PUBkt Sign: Print: Seal: VC' : I « MYCOMMISSION #EE;,s';•••:• EXPIRES: January 19. 2u • Bonded Thru Notary Public IJm'ierr:rr+, ?Plans Examiner Structural Review * Zoning Clerk o Io -m Q o a M CV 1a000©00000000ao POWDER ROOM r 0 a a a a 9a 0 a a 0 0 0 O 00000EJboeo©a® FLOOR PLAN 1/4" — 1'-0" rJAN 2 6 201? BY : __ CPT' COI GENERAL NOTES: 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH THE 2014 FLORIDA BUILDING CODE: RESIDENTIAL., ASCE 7-10: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES., ACI 318-11: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE., ACI 530-11: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES., AISI S100: SPECIFICATION FOR THE DESIGN OF COLD—FORMED STAINLESS STRUCTURAL MEMBERS., AISC 360-10: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS., AND NDS 2012: NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. 4. THE STRUCTURE IS DESIGNED TO BE SELF—SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEERING, TEMPORARY BRACING, GUYS OR TIEDOWNS. 5. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB—ON—GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DESIGN CRITERIA : DESIGN IN ACCORDANCE W/ F.B.C. 2014, RESIDENTIAL, W/ LATEST SUPPLEMENTS, and ASCE 7-10 FLOOR : UVE LOAD DEAD LOAD — 40 psf — 25 psf FLOOR TOTAL LOAD: — 65 psf MISC. DEAD LOAD : SEE ARCHITECTURAL DRAWINGS, BY OTHERS, FOR ALL FLOOR COVERING SPECIFICATIONS IS A CONTINUOUS LOAD PATH PROVIDED : — YE$ • ARE COMPONENTS and CLADDING DETAILS PROVIDED : — Y • • WOOD : 1. WOOD FRAMING STRUCTURAL MEMBERS: # 2 SOUTHERN YELLOW PINE (S.Y.P. # 2) (UNLESS NOTED OTHERWISE) WITH* Aly: • • ALLOWABLE BENDING STRESS Fb = 1000 PSI AND A MODULUS OF ELASTICITY = 1,600,00 PSI (THIS DOES NOT INCLUDE. • • 2. INTERIOR NON—LOAD BEARING STUD WALLS, U.N.0.). `•••• ` 3. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED. 4. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARINg • • • • LOCATIONS WITHOUT WOODEN TOP PLATES. SCOPE OF WORK : — REMOVE FIRE DAMAGE FLOOR JOISTS. — REPLACE W/ NEW FLOOR JOIST, SEE PLANS. • . • • a • . • •• • •••• •••• • • • •• • • . • 0.0 •••• • • •• • • • ••• • WOOD JOIST: 2"X12" ® 12" O.C. NOTCHED AT BEARING AS SHOWN SLEEPER. 1"X4" S.Y.P. #2 P.T. + 2"X4" S.Y.P. #2 P.T. TAPCONS: 1/4"0 X 5"L © 16" O.C. W/ WASHERS. CONTRACTOR TO VERIFY FLOOR HEIGHT. Miami Shores Village EXISTING /GRADE BEAM (2) 3/4" CD—X PLYWOOD EXP -1 (48/24 SPAN) GLUED AND SCREWED W/ #10 X 1-1/2" EMBED. 1ST PLY. ® 24" O.C., 2ND PLY. ® 12" O.C. ORIENT PLYWOOD PERPENDICULAR TO SUPPORTS AND STAGGER PLYWOOD JOINTS. PF ROVED BY DAT ONI NG DEPT DEPT SIMPSON H3 W/ (4) 8d TO JOIST + (4) 8d TO SLEEPER. FLOOR JOIST REPAIR DETAIL 1" = 1'-0" f CT O COMPI IA WITH AI_ TATE ,t0 AND COUNTY RULFS AND RFGIII_ATIONS REPAIR AREA • BRENNAN ENGINEERING INC. 0 0 E— r E— v cn cs--) = w O X F— Cl ¢ cn o cow O •' • FAX 561-392-4833 PHONE 561-392-3748 • Q 7,,•••• CL - 41 -6-16 41.6-16 • PC• )) •••A r) 0 g c 0 (7)•Qo W• °Qrn • o �� zN Z o O N REVISIONS : DRAWN : JM CHECKED : SB/PT 01-17-17 W:4, BUILDING PLAN -- gr : y Ir•Z co W ") i•C DISCLAIMER PLANS PROVIDE IDEAS AND CONCEPTS AND ARE NOT INTENDED TO BE COMPLETE W AU. RESPECTS AND DETAIL ..HEY ••• BULDEN/CONTRACTOR IS RESPONSIBLE FOR AL1 NARK TO BE IN ACCORDANCE NTH LATEST EDITION OF ALL STATE AND LOCAL. BIILDY1G CODES IT IS THE BUILDER/CONTRACTOR'S RESPONSIBILITY 1O ENSURE THAT ALL ACCORDANCE 1N1H 1HE LATEST EDITION OF ALL APPLICABLE CONSTRUCTION AND/CR MANUFACTURER'S STANDARDS. BUILDER/CONTRACILRS RESPONSLMUTY TO CLEC( ALL DIMENSIONS AND DETAILS FOR OVERALL ACCURACY TO CN SITE r' '}IONS THE DESIGN PROFESSIONAL DOES NOT CUM THEY HAVE INSPECTED ALL CCNDITICNS 4 /1, , THE DESIGN PROFESSIONAL SHALL NOT BE HELD LIABLE FOR ANY ERRORS, CMISEICNS CR DEFICIENCIES IN ANY FORM BY ANY Nei. 1 r si9m130"m". 7686 IId.E NO. 51311