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REV-16-3171BUILDING PERMIT APPLICATION Miami Shores Village hores, Florida 33138 05) 756-8972 ER: (305) 762-4949 R C.FrtTT. NOV 18 ?O16 BY: -11 FBC 20N5 Master Permit No. 1C I S 13 J Sub Permit No.' -E V I b 3111 El BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION 0 RENEWAL PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /e0 9 __ eP7L City: Miami Shores Folio/Parcel#: Occupancy Type: County: Zip: .F941 Is the Building Historically Designated: Yes NO Miami Dade Load: Construction Type: J Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): %� Address: )%!r/ O'U 'PR 1' �O/ II O// $ Phone#: y ' 2 r i � (/ %' City: ,/ 4-a/ i 5k)/( ('S State: P L Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: C i 7'y 40---fin6, v t V /�'!/C/,©Ine#: 3U 7O 7-7�%y276 '60 /77oz eoutd� Address: p�//JJ�� ^� /� City: Sal/ d'(1/J/( t State,: /� P L Zip: �/ 3 / 7 0 Qualifier Name: Ale / D-�7vd'1 e4 u'� Phone#: State Certification or Registration #: I1 G C / 5 07 3‘ 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: ❑ Addition Description f Work: „et, I-&eboonl Alteration ❑ New / epair/Replace n Demolition i1 T nJO� /CAD /UM� ^ N �iRS 7L p/oa/Z Ah �� �ooc�'D2 Uc Ic de-714/ .44 07 Cohvmrt 5 / /0 IVY' it -eh6o f Specify color of color►fru tile: Submittal Fee $ (i(/ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 1 o0 (Revised02/24/2014) Sign: Print: Seal: 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 seven (7) days after the building permit is issued. In the abs h posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu. OWNER or AGENT The foregoing instrument was/acknowledged before me this D day of (,f/QU ,20Jby dwar4 ji 1 r , who is personally known to me or who has produced identification and i. hn did 1t- -n ath. NOTARY PUBLIC: " '. RICARDQ,IRIARTE MY COMMISSION #FF088736 * op' EXPIRES Febivary.2, 2018 p153 FloridallotaryService.com ******************************** APPROVED BY as NOTARY PUBLIC: Sign: Signature ACTOR The foregoing instrument was acknowledged before me this day_of /� d V , 20 ! �, by qn o ��..tarnit4i, , who is personally known to me or who has produced as identification and wit. d;d.takc on oath. RICARDO IRIARTE MY COMMISSION #FF088736 EXPIRES February 2, 2018 Flo r i dallota ryService.com A. Print: 1it0,e Seal: ****,•************************************************************** Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) • SkyRock Engineering, Inc: : : ..: : . .� _ •. • . •. •• www.skyrockeng.com • • • • • .•. . . • • .ee November 16, 2016 TO: • • •• •• • O. • O. • • •• • • • • •• •• • • •• • • • •• • • • • • •• • • • eee ••• ••• • Odle • MIAMI SHORES VILLAGE • • • • • • • • • • • • BUILDING DEPARTMENT • • •• ' .. .. • . .... .. 10020 NE 2ND AVE., MIAMI SHORES, FLORIDA Re: 1017 NE 95TH STREET, MIAMI SHORES, FLORIDA STEEL COL. REPAIR DETAIL 1 WINDOW WOOD BUCK DETAIL AT ST. COL Attention: Building Official Dear Sir: During a visual inspection, moderate to severe corrosion was observed at the steel column located at the front corner of bedroom #1, first floor; especially at the steel column base and cap. It is a result of the humid and wet weather together with the age of the structure. This represent a danger condition and require immediate repair to restore the structural integrity, prevent further damages and guarantee structure safe. We have attached the repair procedure and detail for your review. Please, for your review, we have also attached the window wood buck detail at the steel column located at the front corner of bedroom #2, Second floor. Please, kindly review the attached documents. Please, if you have any question or need additional information, do not hesitate to contact me at your convenience. Thanks for your attention. Sincerely, li 67/ Aimee -Rodriguez, PE 69701 S KUCTURAL REViL APPROVED Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com ATTACH WOOD MEMBERS TOGETHER W/ (2) 20d @ 8" 0.C. COMMON NAILS, AS SHOWN 2X8 PT. WOOD LEDGER 2X6 PT. WOOD LEDGER 0 z z J J 0 0 0 r EXISTING STEEL COLUMN TO REMAIN SHIM AS REQUIRE WITH WOOD SHEATHING 2X4 PT. WOOD MEMBER ATTACHED TO STEEL COL. W/ #14 SELF DRILLING SCREWS @ 24" 0.C. (STAGGERED) ATTACH WOOD MEMBER TO STEEL COLUMN W/ #14 SELF DRILLING SCREWS @ 24" 0.0 (STAGGERED) 3X6 PT. WOOD W/ #14 MEMBER ATTACHED TO STEEL COL. SELF DRILLING SCREWS @ 24" 0.C. (STAGGERED) 1/2" PLYWOOD SHEATHING (EXTERIOR RATED, EXPOSURE 1) W/ 10d COMMON NAILS @ 4" 0.C. ALL AROUND, TYP. x3" x3" x 0'-4 " LONG STEEL PLATE W/ (3) 4"o TAPCONS TO CONCRETE @ 2" O.C. (2" EMB.) AND (3) #14 X 2" LONG WOOD SCREWS @ 2" 0.C. (ONE ANGLE AT TOP AND BOTTOM) 2X8 PT. WOOD BUCKS ATTACHED TO WOOD LEDGER W/ (2) 16d COMMON NAILS @ 6" 0.C. HOR. ROLLING WINDOW FOLLOW NOA # 14-0317.01 WINDOW WOOD BUCK DETAIL AT EXISTING STEEL COLUMN EXIST. 2ND FLOOR EXISTING STEEL COL. ��' SEE DETAIL 1 /SR-1 :�► SECOND FLOOR PLAN - / FOR STEEL COLUMN REPAIR r SCALE: 1 /4" = 1' - 0" 2X8 PT. WOOD BUCKS ATTACH TO WOOD LEDGER W/ (2) 16d COMMON NAILS @ 6" 0.C. " x3" x3" x 0'-4 4" LONG STEEL PLATE W/ (3) 4"0 TAP CONS TO CONCRETE @ 2" 0.C. (2" EMB.) AND (3) #14 X 2" LONG WOOD SCREWS @ 2" 0.C. (ONE ANGLE AT TOP AND BOTTOM) viLo-Brit APPROVED (2)2X8 PT. WOOD LEDGER ATTACHED TO STEEL —COL. W/ 2"o THRU BOLTS @ 24" 0.C. (ASTM A325r_ DEPT GALVANI ZED ATTACH0OOD MEMBERS TOGETHER W/ (2) 20d @ 8" 0.C. COMMON NAILS, AS SHOWN ii SCALE: 1" = 1'-0" SkyRock Engineering, Inc C.A. No. 29652 12413 SW 220 Street, Miami, FL. E—mail: aimee©SkyRockeng.com Phone: 786. 285. 7157 Fax: 305. 258. 3345 Aimee Rodriguez, P.E. License No. 6970 Signature Date �R-1 JOB: 1017 NE 95TH STREET, MIAMI SHORES, FLORIDA ( REPAIR DETAILS) SHEET No.: SR-1 BY: Aimee Rodriguez OF 2 DATE: 11-15-2016 .(x ; :FPT 14t) C"?'UOI t� r .;a: 4'�'IT!-I ."ALL ALDER r.,raAND giGtI ATIONS • EXISTING STEEL COL. SEE REPAIR DETAIL 1/SR-2 411 . AND REPAIR PROCEDURE A GROUND FLOOR PLAN FOR STEEL COLUMN REPAIR SCALE: 1/4" = 1' -0" • ••• • •• •• •• •• •• • •• • •• • • •• •• •• •• • • • • ••• • • • •• •• • • • • • ••• • • • • • • • •• •• •• • • • • • • • • •• • • • • •• • • • • • • ••• ••• ••• • • • • STEEL. COLUMN REPAIR PROCEDURE ••• • • • • ••• •• • •• • • • • • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• 1, SHORE STEEL COLUMN AS REQUIRED. • 2. ALL STEEL COLUMN AND PLATE SURFACE SHALL BE MADE FREE OF RUST, ANY FOREIGN MATERIAL, AND COATING BY CLEANING WITH AN APPROPRIATE CLEANING AGENT. THOROUGHLY BRUSH THE AREA, WITH A STAINLESS STEEL WIRE BRUSH TO REMOVE ALL RUST AND DEBRIS, AND SAND —BLAST THE STEEL SURFACE IF NECESSARY. (F'c 3. REMOVE ALL DAMAGED CONCRETE AROUND STEEL COLUMN BASE AND TOP. ROUGHEN CONCRETE SURFACE TO FULL i" MINIMUM AMPLITUDE. WIRE BRUSH EXPOSED REINFORCING STEEL TO REMOVE ALL LOOSE SCALE AND APPLY A COATING OF CONQUEST AS MANUFACTURED BY CHEMSEARCH OR APPROVED EQUAL, TO NEUTRALIZE THE RUST. 4. PROVIDE ONE COAT OF RUST INHIBITIVE PAINT TO EXISTING STEEL COLUMN AND PLATE AFTER CLEANING BUT PRIOR TO POURING CONCRETE. ALL SURFACES TO RECEIVE THE COATING AS WELL AS THE SURROUNDING AREAS SHOULD BE DRY AND FREE OF ANY RESIDUE RESULTING FROM THE CLEANING AND PREPARATION PROCESS. 5. COAT EXPOSED REINFORCING BARS AND EXPOSED CONCRETE SURFACES WITH SIKA ARMATEC 110 (BY SIKA CORPORATION) WITH A QUALITY BRUSH. THE MINIMUM THICKNESS SHALL BE 40 MIL. THE CONCRETE SURROUNDING THE REINFORCING BARS SHOULD BE SATURATED SURFACE DRY (SSD) AT THE TIME OF APPLICATION. ALLOW SIKA ARMATEC 110 COATING TO DRY FOR APPROXIMATELY 2-3 HOURS BEFORE APPLYING THE REPAIR MATERIAL. PROTECT THE COATED STEEL FROM WEATHER UNTIL REPAIR MATERIAL IS PLACED. 6. ENCASE EXISTING STEEL COLUMN WITH CONCRETE AS SPECIFIED ON THE REPAIR DETAIL 1 /SR-2. 7. ALLOW NEW CONCRETE ATTAIN REQUIRED MIN. COMPRESSIVE STRENGTH. BEFORE REMOVE SHORES. SkyRock Engineering, Inc R00.4,,,� ®mom samsEEEEEM C.A. No. 29652 12413 SW 220 Street, Miami, FL. E—mail: aimee©SkyRockeng.com Phone: 786. 285. 7157 Fax: 305. 258. 3345 Aimee Rodriguez, P.E. License No. 69701 Signature Date DRILL (4) #4 VERTICAL DOWELS 5" EMB. INTO EXIST. CONCRETE AND SET IN EPDXY ADHESIVE HIT HY 150 BY HILTI EXISTING STEEL COLUMN PLATE TO BE CLEAN AND TO BE MADE FREE OF RUST. FOLLOW REPAIR PROCEDURE ENCASE EXISTING STEEL COLUMN IN CONCRETE, AS SHOWN. = 4000 PSI, HIGH EARLY STRENGTH CONCRETE RECOMMENDED AS REPAIR MATERIAL) a_ EXISTING STEEL COLUMN TO BE CLEAN AND TO BE MADE FREE OF RUST. FOLLOW REPAIR PROCEDURE DRILL VERTICAL REINFORCING 5" EMB. INTO EXISTING CONCRETE AND SET IN EPDXY ADHESIVE HIT HY 150 BY HILTI 2" NIN EXISTING STEEL COLUMN TO BE CLEAN AND TO BE MADE FREE OF RUST. FOLLOW REPAIR PROCEDURE 2" N IN. Ln ELEVATION SCALE: 1" = 1'-0" PLAN VIEW EXISTING CONC. BEAM ROUGHEN EXIST. CONC. SURFACE TO FULL 4" MIN. AMPLITUDE. CLEAN AS NECESSARY AND APPLY BONDING AGENT SIKA ARMATEC 110 (BY SIKA CORPORATION) PRIOR TO POUR NEW CONCRETE. ADD #3 @ 8" 0.C. STIRRUPS 4 #4 VERTICAL BARS ROUGHEN EXIST. CONC. SURFACE TO FULL 4" MIN. AMPLITUDE. CLEAN AS NECESSARY AND APPLY BONDING AGENT SIKA ARMATEC 110 (BY SIKA CORPORATION) PRIOR TO POUR NEW CONCRETE. EXISTING WALL NOTE: FOLLOW REPAIR PROCEDURE A ENCASE EXISTING STEEL COLUMN IN CONCRETE, AS SHOWN. (F'c = 4000 PSI, HIGH EARLY STRENGTH CONCRETE RECOMMENDED AS REPAIR MATERIAL) ADD #3 @ 8" 0.C. STIRRUPS 4 #4 VERTICAL BARS EXISTING WALL/BEAM SCALE: 1" = 1'-0" STEEL COLUMN REPAIR DETAIL 1- SCALE: 1" = 1'-0" JOB: 1017 NE 95TH STREET, MIAMI SHORES, FLORIDA ( REPAIR DETAILS) SHEET No.: SR-2 OF 2 BY: Aimee Rodriguez DATE: 11-15-2016 SR-�