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ACT-07-1774
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INS P -63927 Permit Number: ACT-8-07-1774 Inspection Date: 10/22/2007 Inspector: Grande, Claudio Owner: YCIKSON, LIANA Job Address: 372 98 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Awnings /Canopies/Tents Inspection Type: Final Work Classification: New Block: Phone Number Parcel Number 1132060135680 Lot: Building Department Comments replace 2 awnings at home 1 at the rear of the property by garage door 1 on NW corner at side of door OCT 2a21 Passed Inspector Comments mv CREATED AS REINSPECTION FOR INSP- 59370. mv the gates will not be locked No one home, no answer on phone, no permit available for insp. 10/10/07 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, October 19, 2007 Page 1 of 2 c_G4.-, Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2004 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CEIVED AJ6 2 2 2007 • Waster Permit No. Permit Type (circle): Electrical Pluming Owner's Name (Fee Simple Titleholder) 1— 4 l3 A- Owner's Address 3 9 e /� e 6 L� / � � .,c- 9 l � � �iL C� � Q City lit e GS State 1 �– Zip 33 13 (9 Tenant/Lessee Name Phone # Building Mechanical Roofing Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # — 06 —013 3-6a)0 3653363iS9 3`72. /06 ce Zip S iec.. Is Building Historically Designated YES NO K Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # Oc.�JNSIP_— j&Oic.2._. Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 5-00 vd�d v r Type of Work: scribe Work: 1 ❑Addition Square / Linear Footage Of Work: teration Tew• ❑ Repair/Replace ❑ Demolition (---CIO 0 2(_„)_______A)ir\) 1 r10_3___. f4 6rGE Submittal Fee $ Permit Fee $ /OD, .1----- - CCF $ Notary $ j. Training/Education Fee $ . , v Technol Scanning $ q .0 Radon $ Bond $ Code Enforcement $ DPBR $ Double Fee $ COICC • nin $ SV'O72 7 Structural Review. $ Total Fee 1 ‘ 0dVILLAGE 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 afier 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. Signature Agent The foregoing instrument was acknowle . e before me this _ day of 2067, by L h t O N who i pers known o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning 77 DIVISION 4. AREA REGULATIONS Page 1 of 1 Sec. 509. [Projection of canopies, open balconies, etc.] Canopies, open balconies, pivoted or casement sash, cornices, eaves and similar architectural features may project: (a) Not more than 48 inches into any front yard when not less than eight feet of clear headroom is provided under such projection. (b) Not more than 36 inches into any side or rear yard when not less than seven feet of clear headroom is provided under such projection. http: / /library l .municode.com/mcc/DocView/ 11252/1 / 110 /115 /119 ?hilite =509; 8/27/2007 VILLAGE OF MIAMI SHORES OWNER ER BUILDER DISCLOSURE STATEMENT NAME: L1f-tv.'9' C (l4(2 DA'L'E: 23-0 ADDRESS: 372_ 9QE Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one- family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have Licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial. 2. I understand that as an owner- builder I must abide by all zoning ordinance building regulations in effect at the time of permit application Initial 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to desi alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate' any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. ' I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this �3 By Libauk tbK SoA day of he T , 20 0' to me or who has Produced there License or as identification. Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO ACT -8 -07 -1774 Issue Date: Not Issued ExPlres:Not Issued Folio Number:1132060135680 Owner's Name: LIANA YCIKSON Job Address: 372 98 Street NE Miami Shores, FL 33138- Contractor(s) Phone Owner's Phone: Total Square Feet: Total Job Valuation: Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/28/2007 : Yes Comments: APPROVAL BASED ON 3 FOOT DEEP AWNINGS. 1'nge 2 or 2 LEDEND Of is A e Arc. MetAnce C) • Calculated C 8. Cl. • Clear CNC • Encroachment F I P ■ Found hon Pipe O R. • Overhang If 8 • Plat Book PA. • Properly Line U P • Utility Pole ygyEY AMIafl !!MIdm A/C • Air Conditioning Pad = Catch flasln CA. • Canter L Ine E 1 P • Electronic Tr.nstotntrr Pad F 1 R. • Found hon Rnd 0.8.8. • OffIcel Records flocks P.0 • Point of Curvatnrr P 0 It r Poled of 8epinninp W M. • Water Meter Notes n C It - flroward County Records C II ^ = Conorin stock Structure rI)I'lt1 r Concrrle f l► = round M - Mra%turd O 11 L - ()withered Utility Lines P C C - Pohl! of Compound Curvn P t t C = I'nlnt of ( :nrnn encronmd .1 a Central Arryle noun C.II n I- r11 14.0 V 111 PG 1'))C = Sulker-1a = Chord ['Monte = Drehome resemenl • the Ilyd'.nl National Geodetic Vertical Datum • Plat e Pepe • Point el Reverts Curvature n) All Clearances sand /or encroachments shown hereon :Ire of apparent naturc.Fencc omen• -snip: by visual means. Legal ownership of fences not determined. n e Radius RAI)., • Radial mw • Mehl of Way SEC. • Section SCR. • Screened S.I.P. • Set Iron Pipe SWK a Sidewalk • U 1 . • Utility Easement ••. • • • •••• •• • • • • • • • • • • • • • • 1)) The issue or this survey is only for the exclusive and specific use of those persons, partial.aoainstitut'i1►ns lh certification. Any other intended use will require 11 riticn approval from ihr cfrlifyingvnrweyor oh limit • • c) Code restrictions and title search are not reflected on this survey. d) Underground utlities and encroachments if any, -11(tl Im►caled. • • •• •• • Poi the • • • • • • • • • • • • •••• • • • • •••• • • .. • • • c) l'hc flood information shown hereon does not imply that floe referenced properly will of swill Rol be ircr fironl Il(inding or damage and does not create Mobility on the purl of the firm, any officer or employer thereof, for any Image That results from reliance on said information. I) The lands depicted herco►a mere surveyed per the legal description and no claims as lo ownership or matters of litic are made or implied. FLOOD ZONE: X FLOOD INFORMATION: Community number:. 120652 Panel number: 93 Suffix: J F.1.R.M. Date: 3-02-94 Base Elevation: Not Available Bearings, if any shown based on d.:."ari?' + /2 /dVil/ (reference) �! /0/e7 /L Ale ,1 /9s'% -1 -Mon Aug 19 15:36:52 2002 662 N.E. 82 TERRACE Milton Cubas, P.E., Inc. Milton Cubas, P.E. PHONE(305)891 -4174 FAX(305)891 -4175 662 N.E. 82 TERRACE VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, P.E. Billing: PHONE(305)891 -4174 FAX(305)891 -4175 File: C: \My Documents \AWNINGS \E1 sol \662 N.E. 82 TERRACE.vap Design Groups Name Elements LL Factor Parameters Unity Final Shape PIPES 3/ 21 1.0000 Yes 0.7483 PIPE.75Std Design Member Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 LL = 10 PSF + DL 2 2 UP LL = 10 PSF AISC -ASD Steel Design Group: PIPES 3/4 ", Group Report, Designed As: PIPE.75Std SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange ( +y): Lateral bracing at bottom flange ( -y): Strong axis bracing (parallel to y): Pattern = Unbraced Pattern = Unbraced Pattern = Unbraced Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. Weak deflections not checked. STEEL PARAMETERS: Fy = 36.00Ksi Using 1/3 stress increase per A5.2. FRAME INFORMATION: Sidesway frame for strong axis bending. Sidesway frame for weak axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 PIPE.75Std INFORMATION: A = 0.33 in ^2; O.D. = 0.09, t = 0.01 ft I = 0.04, J = 0.07 in ^4 41•.• • • • • 4100• • • • • •• • 1• • • • • • • •• • • • • 0041• •• • • • • • • • • •••• • •• • • • • •• •• • • • • • • •. • • • 0000 • • • • 00•• • • • • • •• • ••• • • • • • •• -2 -Mon Aug 1915:36:52 2002 662 N.E. 82 TERRACE Milton Cubas, P.E., Inc. Milton Cubas, P.E. PHONE(305)891 -4174 FAX(305)891 -4175 rz = 0.03, ry = 0.03 ft Sz = 0.07, Sy = 0.07 in ^3 Extreme Checks Only Axial Check: Member Load Offset P fa KL /r Cc Q Fa Code Unity Name Case # ft .b Ksl Ksi Ref. Check M8 1 0.00 88.40 0.27 140.58 0.00 0.00 21.60 D1, B1 0.01 M8 2 0.00 -82.02 -0.25 140.58 126.10 1.00 10.07* E2 -2 0.02 Flexure Check (Strong Bending): Member Load Offset Mz fbz Lu Cb Fbz Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M8 1 2.26 58.84 9.94 3.91 1.00 23.76 F3 -1 0.42 M8 2 2.19 -56.04 9.47 3.91 1.00 31.68* F3 -1 0.30 •••• • • • • •••• • • • • •• • •• • • • • • • •• • Shear Check (Strong Axis): • • • • Member Load Offset Vy fvy h /tw Fvy Code Unity •••• •• • • • Name Case # ft Lb Ksi Ksi Ref. Check • • • • • •••• • •• M8 1 0.00 71.79 0.29 3.46 14.40 F4 -1 0.02 • • M8 2 0.00 -68.71 -0.28 3.46 19.20* F4 -1 0.01 • • • • •• •• • Flexure Check (Weak Bending): • •• • • • • Member Load Offset My fby Lu Fby Code Unity • • •••• • • Name Case # ft lb -ft Ksi ft Ksi Ref. Check • • •••• • • • • • M8 1 3.91 15.00 2.54 3.91 23.76 F3 -1 0.11 •• • ••• • • • M8 2 3.91 -13.01 2.20 3.91 31.68* F3 -1 0.07 ••• Shear Check (Weak Axis): Member Load Offset Vz fvz h /tw Fvz Code Unity Name Case # ft lb Ksi Ksi Ref. Check M8 1 0.00 5.23 0.02 3.46 14.40 84 -1 0.00 M8 2 0.00 -4.52 -0.02 3.46 19.20* 84 -1 0.00 Combined Stresses Check: Member Load Offset fa Fa fbz Fbz fby Fby Code Unity Name Case # ft Ksi Ksi Ksi Ksi Ksi Ksi Ref. Check M8 1 2.34 0.08 21.60 9.91 23.76 1.16 23.76 H2 -1 0.47 M8 2 2.26 -0.07 10.07* 9.46 31.68* 0.95 31.68* H1 -3 0.34 ( *)Stress increased by 1/3 according to AISC -ASD A5.2. Torsion checks are NOT performed! Maximum torsional moment was 4.42 lb -ft VisualAnalysis (version 4.Q0)-. 662 N.E. 82 TERRACE, Mon Aug 19 15:27:14 2002 Milton Cubas, P.E., Inc., Milton Cubas, P.E., PHONE(305)891 -4174 FAX(305)891 -4175 • • • • •••• • • • • •• • •• • • • • • ••. •• • • • • • • ••• •• • • • • • • • • • • ••• • • • •• • • • • • • •• •• • • • • • • • • • • •••• • • • • •••• • • • • • •• • ••• • • • • • • • .•. • • • ••• • • • • • • • • .• • • • -• • • • • • ••. • • • • • • • • • .• • • • • T • • •• • • Ft • • 4•,0 • • •. • ••• • • ••• • • • • • • • IA -."'">(...,,,,.,..,,,,,,..)(, ,,„ Zq /. c° ,,, ...... i ,......„ 2 C tr-%v��> �w*� I. c) fov QoOr 1. All tubings to be nominal diameter Fy= 5o psi, Allied 50/55 with I. Gatorshield by Allied Tube or approval equal. 2. All pipes welded to be developing full tensile strength as per AWS specs. All tubing to be steel galvanized. 3. Fabric shall be made for easy removal. 1 4. Fabric shall be laced to frame and attached to track when mounted wall. 5. Fabrication shall be in accordance with Florida Building Code. f 3' E60XX PL 271-1/211/4" PL 211 112'X1/4' 3/16' LINE OF FINISH WALL 318' DIA. RH BOLT X 1 1/2' EMBEDM. @30' MAX CORROSIVE RESISTANT METAL ) EXISTING HALLOW BLOCK DETAIL 'A' All 3'4 3/8' DIA R.H BOLT X 1.1VIN. EMBEDM. @30' MAX (CORROSIVE RESISTANT METAL) e MILTON CUBAS, P.E. CIVIL & - STRUCTURAL ENGINEER P.E. # 51902 1302 N.E. 125 Street North Miami, Florida 33161 Tel: (305) 891 -4174 Fax: (305) 891 -4175 E -mail: mcubas99@worldnet.att.net DETAIL 'A' Y.tE h'S Corr- } afr r&_ ; 4 . SCALE: DATE: 0 Q_ - '7-o&2. APPROVED BY: DRAWN BY REVISED M-10■41 S4-4 to.. 2 • atL &t~ I DRAWING NUMBER C'BNy�i? ulIL • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • '• ••• • • • • • • • . • • • • • • • ••• • • • • • • ••• • • • • • ••. • • • / • Zo . 9"93 . Jo. • • • • • • .•• ••• •• • • •• • •• • ••• ••• i.• •• • ©c 77a B.�oX2.o C/.35 plc.,,/' S 4.0 ,4 Gor�c G!..Aer 35 x2.6 CZ 5 1 V % /G.6 /3.55. 0\ q 'X4 A(G 1". .t • cO 0 ,a /,.5'/9/ /may -7S ©®' // ,,2G G E y Miami Shores Villa .e APPROVED �:01i ZONING DEPT' ® • 1/i 4 SUF3JECT TO E WITH ALL FEDERAL STATE I. C7 :ULI T Y RULES AND REGULATIONS BLDG DEPT PROPERTY OF: This property described as: All of Lot 3 and the East 25.00 feet of Lot 4, Block 42 AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to •the .Plat thereof, as recorded in Plat Book 10, Page.70 of the Public Records of Dade. County, Florida. S 4, g• , 2! Zz 23 sa Z4 l T /Jam% /7'a Ycikson, Liana, and Sanchez, Julie, 372 N.E. 98th Street, Sur VALID N ri 110(11 I CIE SIGNA rum.: ANO'r11E ORIGINAL RAZED SEA1. (W ELUR10A LICENSED S1i1VEI011 .AhU .IAr•( A BOUNDARY SURVEY I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of land Surveyors in chapter 61017.6 Florida Administrative Code pursuant to Section 4:2027. Fla. Statutes. There are no encroachments. overlaps, easements appearing on the, - at. other than as shown hereto. vomit AM• MArr►A MO, 22 4 Miami Shores, Florida 33138 LANNES AND i ;ARCIA. INC. LB. # 2998 SURvFI ORS- 1I.aPPF :RS- I.A:til) 19.A FRS ERNESTO E. ESPINOSA #2946 ()flirt. addrrsa: 359 Alcaear :Avenue. Coral Gables, Florida 33134 01151 666 - -90r9 (1151) 52J -86x3 FIELD I)ATF: 2 -99 SCALE /ll URA «N BY DR%G. N() 104840