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FW-17-1501Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Perm111 it Permit NO. FIN-6-17-1501 Permit Type: Fence/Wall Wok Classification: Wood Fence Permit Status: APPROVED Issue Date:-6120/2017 Expiration: 12/17/2017 Parcel Number Applicant 265 NE 92 Street Miami Shores, FL 1132060133561 Block: Lot: MIAMI SHORES 265 NE 92 ST CC Owner Information Address Phone Cell MIAMI SHORES 265 NE 92 ST CORP 265 NE 92 Street MIAMI SHORES FL 33138- 265 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) METRO CONTRACTORS INC Phone Cell Phone (954)410-6364 (786)306-6621 Valuation: Total Sq Feet: $ 2,500.00 80 Approved: Comments: Date Approved: : Date Denied: Type of Construction: Wood Fence Classification: Residential CMAUU.i.1) Additional Info: WOOD FENCE Scanning: 3 CANC Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Wire & Wood Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $100.00 $80.00 $9.00 $2.40 $197.80 Pay a rpy Iyge1 ,,, Amt Paid Amt Due Inv i itt6i17i64236- 06/2 1 che0tr'1 " $ 147.80 $ 50.00 06/06/2017 Check #: 1002 $ 50.00 $ 0.00 Available Inspections: Irt EtE Type: Foundation Review Structural Review Planning Review Planning Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhe A rized Si I a orize the above -named contractor to do the work stated. re: Owner-7- Applicant / Contractor / Agent Building Department Copy June 20, 2017 Date June 20, 2017 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 rr IVED 6.2017 FBC20i4 BUILDING Master PermitNoPW 1 -_'1SOl PERMIT APPLICATION sub ermit No. BUILDING ❑ELECTRIC •❑ ROOFING ❑ REVISI~ N ' 6 .- EXTENSION ❑RENEWAL 1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑.CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 6 -5 1,1 City: Miami Shores County: Miami Dade Zip: .: - J - S Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: OrLoad: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):%✓I/> , -5 eve -es' ,�4-5 d/ ' /2 Sr Ca t Phone#: 7�G 3 `j 9 7L?/8 Address: (71-4, /e-; 9 z city: /t4/a ri r 5? o 10- Tenant/Lessee Name: Email: t �r%Itiii{�L+ -x4.c3 of Address:S-bO ( \ i. lc City: )T) ICar-71l) (--tens S State: 1 Zip: ("))ck'l' --� Qualifier Name: A- i _ ( i /� Phone#: State Certification or Registration #:: Certificate of Competency #: C C ) 5 10-337 Architect/Engineer: Phone#: State: CONTRACTOR: Company Name: Technology FAe $ t -._ j Training/Education Fee $ Zip: 33 / 3 O DESIGNER: Phone#: r)C Phone# 4-113 c '0 Address: City: State: p Zip: Value of Work for this Permit: $�,. Square Linear Footage of Work: Q D r Type of Work: ❑ Addition © Alteration ❑ New ❑ Repair/Replace ❑ Demolition Descriptiomof Work: Wvod Specify color of color thru tile: Submittal Fee $ SO CO Permit Fee $ CCF $ CO/CC $ Scanning -Fee $, \ Radon Fee $ DBPR $ 3 . Notary $ Double Fee $ Structural Reviews $ Bond $/ TOTAL FEE NOW DUE $ 6\4-1fV !(Revised02/24/2014) I et • Bonding Com`pany's Name (if applicable) r Bonding Company's Addre s 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 regulat ►g 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is bject to attachment. Also, a certified copy of the recorded notice of commencement must'be posted at the job site for the first inspect • whicoccurs seven (7) days after the building permit is issued. In the absence_of such posted notice, the inspection will not be r.pr' ved and a reinspection fee will be charged. ^� j i S f, t` , Signature 0 1 ER or AGENT CONTRACTOR Signature The foregoing instr^umeht was acknowledged before me this The foregoing instrument was acknowledged before me this r-wZ day of /4-3s, , 20 21 , by '51day oft )`ie 6.1l, 20 fl , by L--S-(—L .6�io is personally known to GYa^ `G Sop rt �e(n cc who is personally known to me or who has produced as me or who has produced` as identification and who did take an oath.. NOTARY PUBLIC: Print: Qcv'L2 Seal: RAUL NAVARRO MY COMMISSION #FF972714 EXPIRES: MAR 20, 2020 Bonded through 1st State Insurance identification and who did take an oath. NOTARY PUBLIC: Sign: \ - r V Print L Seal: • MY COMMISSION #FF972714 EXPIRES: MAR 20, 2020 Bonded through 1st State Insurance ***************************** *** *****************************************s**************************`**** APPROVED BY 6// Plans Examiner / /_ /Zoning r- Structural Review Clerk (Revised02/24/2014) i This instrument prepared by: JOHN MItTIANA, ESQ 8801 Biscayne Blvd., Suite 101 Miami, Florida 33138 . rr Folio No. 11-3206.013-3561 CFN: 20170055649 BOOK 30402 PAGE 3998 DATE:01/30/2017 04:43:48 PM DEED DOC 3,198.00 HARVEY RUV1N, CLERK OF COURT, MIA-DADE CTY SPACE BYE THIS Lnia PDX PROCPMS:MGDATA SPAM AtaaNE Tins LiNseoan800RD[NG DATA PERSONAL REPRESENTATIVE'S DEED THIS INDENTURE, made this 21/ day of January, 2017 between LAURA,.DA10L$, as Personal Representative of the Estate of Gloria F. Destefano, Deceased, first party, endd,M1AMISHO1 ES 265 NE 92 STCORP., a Florida corporation, whose post office address is: 5900 Collins Ave, #807, Miami Beach; FI: 33140; second party.. WI NESSETH, that the said fast pasty, acting in pursuance and by virtue of the powers vested in me under appointment of the Circuit Judge of the Circuit Court, in and for Martin County, Stuart, Florida, Probate Division, File No. 16- 000504 CP AXMX, and for and in consideration of the sum of Ten and 00/100 Dollars ($10.00), to him in hand paid by the second party, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the second party, the following described land, situate and being in Miami -Dade County, State of Florida, to wit The East 30 feet of Lot 12, all of Lot 13, in Block 26, an Amended Plat of Miami Shores Section No. 1, according to the map or plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records of MiamiSDade County, Florida SUBJECT TO: - Taxes for the current and all subsequent years. - Restrictions, reservations, easements, end limitations of record without hereby reimposing same. - Applicable zoning regulations and ordinances. GRANTOR COVENANTS with Grantee that Grantor has good right and lawful authority to sell and convey the property and warrants the title to the property for any acts of Grantor and will defend the title against the lawful claims of all persons claiming by, through, or under Grantor: And the party of the First Part does covenant to and with the Party of the Second Part, his heirs and assigns, that in all things preliminary to and about the sale and this conveyance the orders of the above -named Court and laws of Florida have been followed and complied with in all respects. Wherever used herein the terms "fast party" and "second party" shall include singular and plural, heirs, legal representatives, and assigns of individual, and the successors and assigns of oozporations, and in the usage of personal pronouns, the masculine shall include the feminine and the neuter, wherever the context so admits or requires. IN WITNESS WHEREOF, the said patty of the first part has hereunto set his hand and seal the day and year first above written. Signed, sealed, and delivered in theresence of: 1 RA'DAIGLE, Persona f representative Estate of Gloria F. Destefano, Deceased 1404 N.W. Spruce Ridge Dr., Stuart, FL 34994 nt nacre] i/(,✓o.e/T . z-y, ,./v STATE OF FLORIDA COUNTY OF MARTIN ) I HEREBY CERTIFY that on this day before me, an officer duly authorized to administer oaths and take personally appeared, LAURA DAIGLE, as Personal Representative of the Estate of (Muria F. Destafano, Deceased, to me well (mown to be the person described in and who executed the foregoing Instrument and acknowledged before me that she executed the same freely and voluntarily for the purposes therein expressed. WITNESS my hand and official seal at the State and County last aforesaid on this2J day of Jan , 2017. Page 1 of 1 NOT : LIC - STATE s 7' ORIDA JOANNE RAllINO pt ') i "` c Notary Public - Skate of Flatlda i+ _ .. My Comm. Expires May B, 2013 r6 ',;,, ,t.$` Commissico .i FF 09977i / a Detail by Entity Name Page 2 of 2 Detail by Entity Name Florida Profit Corporation IAMI SH_ORES_265_NE.92ND-ST C>1 Filing Information Document Number P17000002798 FEI/EIN Number NONE Date Filed 01/09/2017 State FL Status ACTIVE Principal Address 5900 COLLINS AVE 807 MIAMI BEACH, FL 33140 Mailing Address 5900 COLLINS AVE 807 MIAMI BEACH, FL 33140 Registered Agent Name & Address SILBERSTEIN, JORGE, MR 5900 COLLINS AVE 807 MIAMI BEACH, FL 33140 Officer/Director Detail Name & Address Title P s IL-BERST-EIN-JORGE,-MR) 5900 COLLINS AVE MIAMI BEACH, FL 33140 Title VP AGOPIAN, ALEXIS, MR 5900 COLLINS AVE MIAMI BEACH, FL 33140 Annual Reports No Annual Reports Filed Document Images 01/09/2017 — Domestic Profit View image in PDF format ,w!ca ca..art'r of Slat ,-;,ratl http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/6/2017 37.50' 37.50' to n > -2 3 co 2 , > o_r pi is) E n 0.‹.-• r-1' > rn n 0 ii kr, c:15- 29.90' Z o N 0 P kJ? • m n 0 — — 0 0 • i*\*\*\\'•\\ •x •• t ••• • • rs )4. • \ j • • • • :: •.15 • \i'.: • • • • 1" >• •o :,-1 ' ..• ••• On • - • • rn D m -4 z --4 r • 0001 • • . • S • —• • • • • • • • C.— . • • ao• • • • • ee • • • • • • • •• • • • • • — • • • . • • • • • • • • • 0* • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • . • • • • • • • • 00 00 • . . 00 00 000 • • • 000 • • 127.50' z n x x x 127.50' ORIGINAL LOT LINE r- m 1 Miami Shores Village APPROVED BY _ DATE _ ‘((7/0 ZONING DEPT (2) BLDG 9DEPT / SR:TATO COMPLIA CE WITH ALL DERAL STATE AND COUNTY RULES AND REGULATIONS '7" • r,, 0-s o — 4. N.E. 93rd STREET 14 1 15 16 N.E. 92nd STREET Location Sketch NTS N.E. 3rd AVENUE ;AL DESCRIPTION: 13 and the East 30 feet of Lot 12, Block 26, AN AMENDED PLAT OF MIAMI SHORES .TION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70, of the ilic Records of MIAMI-DADE County, Florida. :PARED FOR: Miami Shores 265 NE 92 Street Corp., 265 N.E. 92 Street, Miami Shores, FL 33138 ieyor's Notes: All clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. Underground structures, if any, not located. Bearings, if shown, are based on assumed meridian or Plat of Record. Lands shown hereon were not abstracted for easements and/or right-of-ways of records. Legal description provided by client. This certification is only for land as described. It is not a certification of title, zoning, easements, or freedom from encumbrances. ABSTRACT.NOT REVIEWED. There may be additional restrictions not shown on this survey that may be found in the public records of this county. ABSTRACT NOT REVIEWED. This BOUNDARY SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party. This survey was based on the monuments found on the field. No construction in any manner should be made without the prior written consent of the Surveyor. LEGEND A = Central Angle A = Arc A/C = Air Conditioner ASPH = Asphalt' BBO = Barbecue C . = Calculated CB = Catch Basin CBS = Concrete Block Structure CH = Chord Chatta. = Chattahoochee = Center Line CLF = Chain Link Fence Cl. = Clear Conc. = Concrete D = Deed 0 = Diameter DH = Drill Hole DME = Drainage &Maintenance Easm't Easm't = Easement Enc. = Encroachment F.H. = Fire Hydrant FIP = Found 1/2" Iron Pipe FIR = Found 1/2" Iron Rebar FPL = Florida Power & Light ID = Identification I.P. = Iron Pipe LB = Licensed Business LME = Lake Maintenance Easement L.P. = Light Pole M = Measured MAINT. = Maintenance ME = Maintenance Easement = Monument Line Mon. = Monument N/A = Not Applicable N/D = Nail & Disc N' = Number NTS = Not to Scale 0/S = Offset O.U.L. = Overhe ci.l jtjlity Lines P = Plat • • I+B •=Plat Boot ••• PG • • f Point off.wsture PCP• • • .=Permall�rittoatrol Poirpt • = Page I•I. - Point of Intersection • PKWY••= Park way••• • t) • ...1 Proper r-Y1R• PL = Planter • OILS , • • s Professionalda.d Surveyor RIO.B• • = Point of 81*ginr}Ing P•Q-C• • i Point of Commencement RP. • Power:de • Ai2C = Point of RartASe Curvature PRM • • : Point o Reference Monyraiorat• e• FY• • • Point of *Averry • • R = Radius • • Res. = Residence R.L.S. = Registered Land Surveyor RNG R/R RSM R/W Sdwk Sec. T TWP U.E. UTIL. W.F. W.M. WME • • •• • • • • .• • = Range I = Railroad = Registered Surveyor & Mapper = Right -of -Way = Sidewalk = Section = Tangent = Township = Utility Easement = Utility = Wood Fence = Water Meter = Wall Maintenance Easement SURVEYOR'S SEAL less it bears the signature I the original raised seal of 'iorida licensed surveyor and Peer; this map/report is for irmational purposes only i is not valid. VISED: BOUNDARY SURVEY NELSON MOJ�AJI ENA Registered Surveyor & Mapper No. 5504 State of Florida MOJARENA & ASSOCIATES, INC. Land Surveyors & Mappers Certificate of Authorization No. 6698 P.O. Box 56-0126 Miami, FL 33256-0126 (305) 278-2494 FLOOD ZONE: X DATE: SCALE: BASE: N/A DWN. BY N.M. JOB NO. 17-0060 04-17-17 I1"=20' • MIAMI• COUNTY Address: Standard Wood Fence Section 2328 FBC 6'-0" Maximum Regulatory & Economic Resources 11805 S.W. 26th Street Miami, Florida 33175-2474 786-315-2100 miamidade.gov Fence Height: FT Fence Length: FT ****** IMPORTANT FOR USE AS A POOL BARRIER ****** Outdoor swimming pools shall be provided with a barrier complying with Florida Building Code Sections 454.2.17.1.1 through 454.2.17.1.14. Access gates shall be equipped with a self -closing self -latching locking device located no less than 54 inches from the bottom of the gate. The device release mechanism shall be located on the pool side of the gate and so placed that it cannot be reached by a young child over the top or through any opening or gap. Gates that provide access to the swimming pool must open outward away from the pool. The top of the barrier shall be at least 48 inches above grade measured on the side ptitlje barrier which faces away from the swimming pool. • • • • • • • . • • The maximum vertical clearance between grade and the bottom of the barrier shajl•15G•2 •• inches measured on the side of the barrier which faces away from the swimming pfltt.: • • • • • 0 0 • 0 \ ro I = N CD 0 \ 0 4T.O. GRADE 123_01-267 12/16 Ill • .... •... • • . • ....• .... •... 2X4 No.3 So. PINE PT• •..• • • WOOD RAILS ATTACHED TQ.,q$j WITH FOUR 10d NAILS AN) • : • . ALL NAILS AND CONNECTcRS•HALL BE HOT DIPPED GALVANIZE • 4x4 No.2 So. PINE PT SPACED AS FOLLOWS - FENCE HEIGHT POST ABOVE GRADE SPACING 6'—O" 4'—O" 0.C. 5'-0" 5'-0" 0.C. 4'-0" 6'-0" O.C. WOOD PICKETS 5/8" MIN THICKNESS ATTACHED TO EACH RAIL WITH TWO 16 Ga. STAPLES 1- %" 10" DIAMETER CONCRETE FILLED HOLE • •.. • •• • . • • • • • • FINISHED SIDE OF WOOD FENCE MUST FACE OUTWARD TOWARD NEIGHBORING PROPERTY OR STREET Per ZONING CODE 33-11 Ct44L CevaSo P.E Florida P.E # : 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 ATOIglowo PROJECT: STEEL & WOOD SLIDING GATE W=20'-O", H=6'-0" STEEL & WOOD FENCE H=6'-0" CUSTOMER: DESIGNER: 265 NE 92 STREET MIAMI SHORES, FL. 33138 • MIMO MIAMI MODERN METAL DESIGN Cesar Castillo PE STATE OF FLORIDA REG. # 68447 CODES AND SPECIFICATIONS: A.I.S.C. 9th EDITION FLORIDA BUILDING CODE 2014.E A.S.C.E 7-10 • • • • • • • • • • • • • • •• •• • •Y•• • • • •• • • • •••• •••• • • • • • • • • • • • • • •••• • • • • • ••• •• •• • • •• • • • • • • • •• •• • ••• • •• C(444 1. ee4a141pE. CONSULTING ENGINEER 13155,'SW 1341h',STREET, SUITE #119 �; , iM1 MQ FL'3� 186 Pli (305) 773-9442 LORI h 68447 UN 012017 c?e444L 2I4&PIE Florida P.E # : 68447 13133 SW 134th Street, Suite#119, Miami, Florida 33186 - Phone -Fax # (303) 233-9442 STEEL & WOOD FENCE - H= 6'- 0" - CRITICAL POST DISTANCE = 5' -0" DESIGN CRITERIA & APPLICABLE CODES CODES: - F.B.0 2014 - A.I. S.C. 9th EDITION - A.S.C.E 7-10 SOLID FREESTANDING WALL WIND LOAD CALCULATIONS - Z < 60 ft WIND CODE= WINDSPEED= MEAN HEIGHT: EXPOSURE CATEGORY= Aef=Efective area= 5,00 Kzt= Kd= Kz= qh= And: B= s= h= B/s= s/h= G= C1= P design = ASCE 7-10 115 1 0,85 0,85 0.00256 * Kz * Kzt 24,46 5,00 6,00 6,00 0,83 1,00 MPH Z= ft - FBC 2014 6 - FBC 2014 X - Section 26.8-2 ASCE 7-10 - Table 26.6-1 ASCE 7-10 - Table 27.3-1 ASCE 7-10 Kd * V2 psf ft ft ft - Aspect ratio - Clearance ratio ft 6,00 (For 0<h<15ft) - Section 30.3-1 ft - Width of Panel - Height of Panel - Vertical distance from top of panel to ground surface 0,85 - Gust -effect factor from section 26.9.1 1,48 - Fig. 29.4-1 - Using B/s=0.83 and s/h=1 ghxGxCf 30,84 - Wind design pressure Section 29.4.1 Psf - CRITICAL CHECKING LOADS COMBINATIONS. - ASCE 7-10 1.- D+L CHECKING CRITICAL POST A= Sxx= Critical Cantilever Span = 6,00 USING GALV. STEEL A53 GRADE B, Fy=36Ksi Then w= 18,50 M= 111 2.- D+0.6W 60 ft 30 ft2 ea.e 0r, • ealISIn-TING F, lkiEER • 13155,5„Clinth STRFF?, JJITE t�1.1Q•;, •••:141,1Ml, FL 3306 P 1j E # (305)•20%9442 • efgrIDA P •11017 •••• • • • • •• ••. • • • • • • • • • • • • • y-• / • • a • 0 44017 • 3.- 0.6D+0:6W Try (1) STEEL SQ.T 2 1/2"x2 1/2"x1/4" 2,25 in2 1,54 in3 ft Fb=0.66Fy= 23,76 ksi * 6,00 36,00 2 M= 1999 lb-ft S rq'd = 23982 23760 Sxx= 1,54 in3 Checking Shear fv = 2 (V/A) = = 111,03 lbs/ft 1999 lb-ft 23982 lb -in 1,01 in3 > 1,01 in3 99 < 8400 psi OK USE POST: (1) STEEL SQ.T 2 1/2"x2 1/2"x1/4" c?444(. ?44&P.E Florida P.E # : 68447 13135 SW 134th Street, Suite#119, Miami, Florida 33186 - Phone -Fax # (30s) 253-9442 CHECKING CRITICAL PANEL ELEMENT Try Using: (1) 1" X 4" - Southern Yellow Pine S.S Dry SECTION PROPERTIES: Syy = 0,17 in3 lyy = 0,04 in4 A= 1,75 in2 ADJUSTMENTS FACTORS: Cm= 1,00 Ct= Cr= 1,15 Cf= Cd= 1,00 Ci= STRUCTURAL ANALYSIS: Critical Span = 4,67 ft M= w= 18,50 M= 6,17 Fb= 2850 psi Fv= 175 psi E= 2E+06 psi 1,00 1,00 1,00 "" • • • • • • • • • •• • • ••• • • • • • •. • • • • 0,33 = 6.1.7. lbs/ft • • • • * 21,78 78 •4 n ;n • lb ti . • 8 17 lb-ft = 201 lI -4n • • • • . • BENDING CHECK: •' d= 0,25 • • • w= 5,50 •• • ••• • • • • d/w= 0,05 So: Cl= 1,00 • So: F'b= 3277,50 psi •••. • • • . •• • • .• Then Srqr = 201,50 = 0,061 in3 3277,50 Then Sxx = 0,167 > 0,061 in3 o.k SHEAR CHECK: F'v= 201,25 psi V load= 28,79 lbs So: V'r = (2/3)*Fv*A = 234,79 lbs > 28,79 lbs o.k USE PICKET: (1) 1" X 4" - Southern Yellow Pine S.S Dry C'e444 1. C'w1 '4x, P.E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA P.E. #68447 Ce444(. e44,tzt12pE Florida P.E # : 68447 13155 SW 134th Street, suite#119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 CHECKING CRITICAL CONNECTION PANEL ELEMENT TO POST T= S= 14,39 lbs Per Each Bolt 7,20 lbs Total load (50% of T) Tension (T) = Shear (S) = 14 7 lbs lbs Try using = (2) # 14 S.S Screws Per Connection - See attached CHECKING TENSION Yield Strength= 0.60x36000 = 21600 psi Section area= 0,045 in2 Ru= 977 x 1954 lbs CHECKING SHEAR - ONE PLANE OF SHEAR Yield Strength= 0.40x36000 = 14400 psi Section area= 0,045 in2 Ru= 651 1303 CHECKING BIAXIAL STRESSES 14 x lbs Per Connection Per Connection 2 14 lbs 2 > 7 lbs 7 1954 1303 Then use : (2) # 14 S.S Screws Per Connection - See attached CHECKING POST'EMBEDMENT AS PAR F.B.0 2014 - SECTION 1807.3 For Constrained: For Unconstrained: d= d= b= d= P= h= S1= S3= d= Enter b = Enter P = inter h= Lateral Bearing= S1= S3= A= Then : • o.k• • • • •• • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••4i•• • • • • • • • • • •• •• •• • • 0,01 • <• •• 1,0• O.K. SQRT( 4.25 *( (P*h)/(S3 * b ))) 0.5A(1+(1+(4.36h/A))^(1/2)) A = 2.34 P / ( S1b) diameter of round post or diagonal dimension of square post or footing, ft depth of embedment in earth in feet but not exceed 12 feet for purpose of this applied load, in lbs, at a distance h from the ground distance in feet from ground to point of application of P. •• • • • • • • • .•• • ee ti 1. �Aio r t C .• • CONSULTING tJGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA PE. #68447 calculation • allowable lateral soil bearing pressure in pfs as per table 1806.2 based on a depth allowable soil bearing pressure in pfs as per table 1806.2 based on a depth equal to d f, 3,83 ft y ,_� 1,5 ft (18" 41.) 666 lb �' ' 3,00 ft t\ 400 psf/ft - As 1806.2 - Worst Case, ' } a 511 psf ' 1533 psf 1,980 ft2 d= d= 1,90 ft - Constreained 012017 ft - Unconstreained (See Details on Shop Drawings) Gam. I. Cevadto P.E Florida P.E # : 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 STEEL & WOOD SLIDING GATE 20' -0", H=6' -0" DESIGN CRITERIA & APPLICABLE CODES - F.B.0 2014 -A.S.C.E 7-10 -A/S.C. 9th EDITION SOLID FREESTANDING WALL WIND LOAD CALCULATIONS - Z < 60 ft WIND CODE= ASCE 7-10 WINDSPEED= 115 MEAN HEIGHT: EXPOSURE CATEGORY= Aef=Efective area= 20,00 Kzt= 1 - Section 26.8-2 ASCE 7-10 Kd= 0,85 - Table 26.6-1 ASCE 7-10 Kz= 0,85 - Table 27.3-1 ASCE 7-10 (For 0<h<15ft) qh= 0.00256 • Kz * Kzt Kd * V2 - Section 30.3-1 24,46 psf MPH Z= •rCIU ft - FBC 2014 6 ft < 60 ft - FBC 2014 X 6,00 ft And: B= 20,00 ft - Width of Panel s= 6,00 ft - Height of Panel h= 6,00 ft - Vertical distance from top of panel to ground surface B/s= 3,33 - Aspect ratio s/h= 1,00 - Clearance ratio G= 0,85 - Gust -effect factor from section 26.9.1 Cr= 1,37 - Fig. 29.4-1 - Using B/s=3.33 and s/h=1 P design = qh x G x Cr - Wind design Presure Section 29.4.1 28,42 lbs - CRITICAL CHECKING LOADS COMBINATIONS. - ASCE 7-10 2.- D+L 3.- 0.6D+0.6W D+0.6W CHECKING CRITICAL POST Try (1) STEEL SQ.T 4"x4"x1/4" A= 3,75 in2 Sxx= 4,41 in3 Critical Cantilever Span = 6,00 ft USING GALV. STEEL A53 GRADE B, Fy=36Ksi Then Fb=0.66Fy= 23,76 ksi 120 ft2 • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • I• • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • •• • w= 17,05 10,00 = 170,49 lbs/ft M= 170 * 36,00 = 3068,87 lb-ft 2 M= 3069 lb-ft = 36826 lb -in S rq'd = 36826 = 1,55 in3 23760 Sxx= 4,41 in3 > 1,55 in3 Checking Shear fv = 2 (V/A) = 546 < 8400 psi OK USE POST: (1) STEEL SQ.T 4"x4"x1/4" J'' \ �J Qom. I. eke, P.E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA PE. #68447 • • • • • • • •• • • • •• Florida P.E # : 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 CHECKING CRITICAL HORIZONTAL Critical Span = 20,00 ft USING GALV. STEEL A53 GRADE B, Fy=36Ksi Then M= w= 17,05 M= 51 Try A= Sxx= (1) STEEL ST 3"X3"X1/4" 2,75 in2 2,33 in3 Fb=0.66Fy 23,76 ksi 3,00 400,00 = 51,15 lbs/ft 2557,39 lb-ft 8 2557 lb-ft = 30689 lb -in S rq'd = 30689 23760 Sxx= 2,33 in3 Checking Shear 1,29 in3 fv = 2 (V/A) = 372 USE FRAME: (1) STEEL ST 3"X3"X1/4" CHECKING CRITICAL VERTICAL Critical Span = Try A= Sxx= 6,00 ft USING GALV. STEEL A53 GRADE B, Fy=36Ksi Then w= 17,05 M= 57 M= Srq'd = Sxx= Checking Shear (1) STEEL ST 2"X2"X1/8" 0,94 in2 0,55 in3 Fb=0.66Fy= 23,76 ksi 3,33 36,00 1,29 in3 OK 8 256 lb-ft = 3069 3069 23760 0,55 fv = 0,13 in3 in3 > 0,13 2 (V/A) = 364 SO USE: (1) STEEL ST 2"X2"XI/8° CHECKING CRITICAL PANEL ELEMENT Try Using: (1) 1" X 4" - Southern Yellow Pine S.S Dry SECTION PROPERTIES: Syy = 0,17 in3 Iyy = 0,04 in4 A= 1,75 in2 ADJUSTMENTS FACTORS: Cm= 1,00 Cr= 1,15 Cd= 1,00 STRUCTURAL ANALYSIS: Critical Span = 3,33 ft w= 17,05 M= 5,68 8400 psi • .•• • • • • • • • • • •• • • • • • • • • • • • •... • • • • • • • • •.•• • • • • .••• • • •, • • S. •• •• • • 5(2,83 • : Ibs/ft • • 25. ,74 . lb-ft . . • • • • • • • • • • •• • ••• • • • lb -in • • •• in3 OK 4800 psi Fb= 2850 psi Fv= 175 psi E= 1700000 psi Ct= 1,00 Cf= 1,00 Ci= 1,00 0,33 eeM, I. Caw JC0, P.E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE' #, (305) 253-9442 �! i ORIDA PE.' #68447 • 5,68 lbs/ft 7,89 lb-ft 01 2011 C 444 t. 0,441A2 P.E Florida P.E # : 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 M= 8 lb-ft 95 lb -in BENDING CHECK: d= 0,25 w= 5,50 d/w= 0,05 So: C1= 1,00 So: F'b= 3277,50 psi Then Srqr = 94,72 = 0,029 in3 3277,50 Then Sxx = 0,167 > 0,029 in3 o. SHEAR CHECK: F'v= 201,25 psi V load= 18,94 lbs So: V'r= (2/3)*Fv*A= 234,79 lbs > 18,94 Ibs o.fc•...• USE PICKET: (1) 1" X 4" - Southern Yellow Pine S.S Dry CHECKING CRITICAL CONNECTION PANEL ELEMENT TO POST T= S= 9,47 lbs Per Each Bolt 4,74 lbs Total load (50% of T) Tension (T) = Shear (S) = 9 5 lbs Per Connection lbs Per Connection • • •••• • • • • •• • •••• • • • • • •• • • • • • •••• •••• • • • • •••• •••• •••• • • • • • •• •• •• • • • • • • • • • • • • • • • I • Try using = (2) # 14 S.S Screws Per Connection - See attached •• • • • • • • CHECKING TENSION •• • • • . • i • Yield Strength= 0.60x36000 = 21600 psi • • Section area= 0,045 in2 Ru= 977 x 2 1954 lbs > 9 lbs o.k CHECKING SHEAR - ONE PLANE OF SHEAR Yield Strength= 0.40x36000 = 14400 psi Section area= 0,045 in2 Ru= 651 x 2 1303 lbs 5 lbs o.k CHECKING BIAXIAL STRESSES 9 + 5 = 0,01 < 1,0 O.K. 1954 1303 Then use : (2) # 14 S.S Screws Per Connection - See attached e s-e , P.E CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLOPIDA PE. #68447 Cam.1. em,vitt, P1E Florida P.E # : 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 CHECKING POST EMBEDMENT AS PER F.B.0 2014 - SECTION 1807.3 For Constrained: For Unconstrained: d= SQRT( 4.25 '( (P'h)/(S3 * b ))) d= 0.5A(1+(1+(4.36h/A))^(1/2)) A = 2.34 P / ( S1 b) b= diameter of round post or diagonal dimension of square post or footing, ft d= depth of embedment in earth in feet but not exceed 12 feet for purpose of this calculation P= applied load, in Ibs, at a distance h from the ground h= distance in feet from ground to point of application of P. S1= allowable lateral soil bearing pressure in pfs as per table 1806.2 based on a depth of 1/3d. S3= allowable soil bearing pressure in pfs as per table 1806.2 based on a depth equal to d. d= 4,0 ft Enter b = 2,0 ft (24" (0) Enter P = • 1023 lb .Enter h= 3,00 ft Lateral Bearing= 400 psf/ft - As 1806.2 - Worst Case S1= 537 psf S3= 1612 psf A= 2,227 ft2 Then : d= d= 2,0 Ift At� ft - Constreained •••• • • • • •••• • • • •• • •••• - Unconstreained (See Details on §liop•Driwings)• • • • • • •• • • • •••• •••• • • • • • • •••• •••• • • •• •• •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ee444 1. e<w .r P.E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 251;9442 FLORIDA F,E. #68447', • L' 1.2017 Cam.1. em,vitt, P1E Florida P.E # : 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 CHECKING POST EMBEDMENT AS PER F.B.0 2014 - SECTION 1807.3 For Constrained: For Unconstrained: d= SQRT( 4.25 '( (P'h)/(S3 * b ))) d= 0.5A(1+(1+(4.36h/A))^(1/2)) A = 2.34 P / ( S1 b) b= diameter of round post or diagonal dimension of square post or footing, ft d= depth of embedment in earth in feet but not exceed 12 feet for purpose of this calculation P= applied load, in Ibs, at a distance h from the ground h= distance in feet from ground to point of application of P. S1= allowable lateral soil bearing pressure in pfs as per table 1806.2 based on a depth of 1/3d. S3= allowable soil bearing pressure in pfs as per table 1806.2 based on a depth equal to d. d= 4,0 ft Enter b = 2,0 ft (24" (0) Enter P = • 1023 lb .Enter h= 3,00 ft Lateral Bearing= 400 psf/ft - As 1806.2 - Worst Case S1= 537 psf S3= 1612 psf A= 2,227 ft2 Then : d= d= 2,0 Ift At� ft - Constreained •••• • • • • •••• • • • •• • •••• - Unconstreained (See Details on §liop•Driwings)• • • • • • •• • • • •••• •••• • • • • • • •••• •••• • • •• •• •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ee444 1. e<w .r P.E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 251;9442 FLORIDA F,E. #68447', • L' 1.2017 onents-and Claddin Figure 30.4-1 External Pressure Coefficients, GC Enclosed, Partially Enclosed Buildings External Pressure Coefficient, GCp Notes: -1.8 -1.6 -1.4 -1.2 -1.0 -0.8 -0.6 -0.4 -0.2 0 +0.2 +0.4 +0.6 +0.8 +1.0 +1.2 1 (0.1) M NNUM DESIGN LOADS h<_60ft. Walls 10 500 . •. • • • • • • ••• • • •• • •••• • • • • I • 0&0 10 20 (0.9) (1,9) +0.7 +1.0 50 100 200 5001000 (4.6) (9,3) (18.6) (46.5) (92.9) Effective Wind Area, ft2 (m2 ) 1. Vertical scale denotes GCP to be used with qh. 2. Horizontal scale denotes effective wind area, in square feet (square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 4. Each component shall be designed for maximum positive. and negative pressures. 5. Values of GCP for walls shall be reduced by 10% when 0._< 10°,:. 6. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Mean roof height, in feet (meters), except that eave height shall be used for 0 _< 10°. 0: Angle of plane of roof from horizontal, in degrees. 1 ••• • • I • • • • O. • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • •, • • • • • • • •• • • • •• 335 —P.P. 1-',ASPHALT PAVEMENT STEEL FENCE SEE DETAILS N CONC 4' CLF 0.15'-- 0.15' Cl. ADJACENT CBS WALL —10.00' CONC.1 Ong 300 r d U 0 ---28 20 --.vi �-"'-COVERED ENTRY One Story Residence No. 265 --._ x ..__ —0.35' CI. \-1\\ . PATIO T. Fnd . l/•2 . . .. (No lift) •._ 5 CONC: SDWK _• 0 Ui m 23' PARKWAY F CONC. WALK $� - nd-STRE ubiiclyl5edicated Per;Piat( 0 c a; rV 90 x -0.15' Enc. x—� L� On Pi_ ADJACENT CARPORT 0.15' ?S/' 44, Fnd. 12' LP. /My (No I.) 0 Ui m ef1DJACENT :.'ASPHALT .LDRiVE: STEEL FENCE SEE DETAILS r— S N.E. 93rd STREET LiJ �I P. ZI N.E. 92nd STREET Location Sketch NTS SITE PLAN LEGAL DESCRIPTION: Lot 13 and the East 30 feet of Lot 12, Block 26, 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 MIAMI-DADE County, Florida. PREPARED FOR: Miami Shores 265 NE 92 Street Corp., 265 N.E. 92 Street, Miami Shores, FL 33138 . Surveyor's Notes: • All clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. • Underground structures, if any, not located. • Bearings, if shown, are based on assumed meridian or Plat of Record. • Lands shown hereon were not abstracted for easements and/or right-of-ways of records. • Legal description provided by client. • This certification is only for land as described. It is not a certification of title, zoning, easements, or freedom from encumbrances. ABSTRACT NOT REVIEWED. • There may be additional restrictions not shown on this survey that may be found in the public records of this county. ABSTRACT NOT REVIEWED. • This BOUNDARY SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party. • This survey was based on the monuments found on the field. No construction in any manner should be made without the prior written consent of the Surveyor. • LEGEND A - Central Angle A -Arc A/C - Air Conditioner ASPH =Asphalt BBO - Barbecue , C - Calculated CB = Catch Basin CBS = Concrete Block Structure CH - Chord Chatta. - Chattahoochee - Center Une CLF - Chain Link Fence Cl. = Clear Conc. = Concrete D - Deed 0 = Diameter DH - Drill Hole DME = Drainage & Maintenance Easm't Easmt - Easement Enc. - Encroachment F.H. - Fire Hydrant FIP - Found I/2' Iron Pipe FIR = Found 1/2' Iron Rebar FPL - Florida Power & Light ID «Identification I.P. _= Iron Pipe LB = Licensed Business LME - Lake Maintenance Easement L.P. - Light Pole M - Measured MAINT. - Maintenance ME = Maintenance Easement - Monument Line Mon. " Monument N/A - Not Applicable N/D - Nail & Disc • = Number NTS - Not to Scale 0/5 - Offset O.U.L. = Overhead Utility Lines P - Plat PB « Plat Book PC - Point of Curvature PCP - Permanent Controtltipt PG • _ p; P.I. • • Poir•t of lntersaitjgp• PKWY •;g41+wdy -8ropertyLine ' • PL • • a f I!irTter • • PLS • . ir+ofessional Lava 1,tyveyor ' • ' • • • P.O.e! • ;get of Beal►tnin ci • P.O.C. - Point of Commencement • • ' • • P.P. ••!=Qa).:erPole • • • • •• • • • PRC • • -Weint of Reverrireurvture • • , • • • PRIM• • :,PQiQt of Reference Monument • • • a• ••. •••• PT • -•Point of Tangency R • = Radius • • Res. • = Residence • R.LS! =••Registered Land Surveyor RNG •� Range••.• • • R/R = Railroad • • RSM R/W Sdwk Sec. T TWP U.E. UTIL W.F. W.M. WME ••...• • • • ••.•.• • • •.r ••• • • Registered Surveyor & Mapper - Right -of -Way = Sidewalk - Section Tangent - Township - Utility Easement = Utility - Wood Fence - Water Meter - Wall Maintenance Easement SURVEYOR'S SEAL Unless it bears the signature' and the original raised seal of a Florida licensed surveyor and mapper, this map/report is for informational purposes only and is not valid. REVISED: BOUNDARY SURVEY NELSON MO JfiI NA Registered Surveyor & Mapper No. 5504 State of Florida MOJARENA & ASSOCIATES, INC. Land Surveyors & Mappers li Certificate of Authorization No. 6698 P.O. Box 56-0126 Miami, FL 33256-0126 (305) 278-2494 FLOOD ZONE: X BASE: N/A DATE: 04-17-17 SCALE: - 1"=20' DWN. BY - N.M. JOB NO. 17-0060 • 1 -fi'04 STEEL FENCE ELEVATION (2) WOOD SCREW 1214X2- PER LUMBER -0 MAX O.0 SECTION 1-1' STEEL GALV POST ST 2 1/2"x2 1/2"x1/4" -- Y s i '0 SPHERE REJECTED 1 �< 1' SPHERE REJECTED STEEL ANGLE 1"x1"x1/8" STEEL SLIDING GATE 20'-0" ELEVATION UIDE ROLLERS ETAIL B STEEL SLIDING GATE 20'-0" TOP VIEW ALUM POST ST 4"x4"xy" \ALUM FRAME RT 3"x3"xy" 20'-O" �UIDE ROLLERS 1 a ENCE SEE DETAILS { POST ST 4'x4'x1/4" FRAME ST 3"x3"x1/4" 9"x1" WOOD JOIST ST 2"x2"x1/8" ANGLE 1"xi"x1/4" 2) WOOD SCREW #14x2" PER LUMBER / ��OTOR / BY OTHERS AGATE ARM ST 2"x2"x1/4" ARM FOR MOTOR ALUM ST 2"x2"x)" PLATE 1/4"x3"x6" ■ ul �"_ 1 -1 V-TRACK \\ ',n' ROLUNG DETAIL B 12" FRAME ST 3"x3"x1/4" RU GUIDE ROLLERS `\ ROLLER GUIDE) —‘13e ANGLE 1"x1"x1/4" 4"x1" WOOD ee -# t- - — POST ST 4"x4"x1/ PLATE i"x3"x6" V—GROOVE WHEE V—GROOVE WHEEL TRACK 16" TYP. TOP GUIDE ROLLERS GENERAL NOTES: - ALL STRUCTURAL STEEL TUBES A53 - Fy=36 ksi - ALL STRUCTURAL STEEL PLATES TO BE STEEL A36 - Fy= 36 ksi - ALL CONNECTIONS TO BE FULLY WELDED -E7018 UNLESS OTHERWISE NOTED Y., - ALL WELDS COVERED WITH CORROSION RES STANCE COATING. - ALL STRUCTURAL ELEMENTS TO BE COVERED WITH GRAY PRIMER ANTICORROSIVE - ALL STRUCTURES DESIGNED IN ACCORDANCE WITH: F.B.0 2014 A.S.C.E 7-10 A.I.S.0 9th EDITION - NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. - CONTRACTOR MUST VERIFY DIMENSIONS ON JOB SITE BEFORE MANUFACTURE. DATE: 04/30/17 REVISIONS BY W 0 Z Z i Q O °wO p • — • J n — • �• Z t\ • d • •• N• • • ' • 1 •• •••• Q• 1•••� • 4111i •O HO• ry J O• .0) - N LU • O� I • • •w;0 LUa. cn O C\1 � Q 0 • • •• ••• �•• • • • • • •• • •• •• • • •• • • •� • • ••. SHEET DESCRIPTION NOTES/ELEV. SHEET: 1 of 1 • • • •• )', •• • • • • • • •• • • • • •