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FW-16-2238 t(h� �i Ql1 '1I ,ricee# ,hbr�s 1Fil�ag 4005,0 NF .: AAiaml±3Mores FL Phglte. ( i �18°I10�4 fax.(30,)756=8872 Inson Number TEP "O" Permit Nurrtber _, 5bhedufed rispotbriMate September Ins pector.-iill+a> awrel Owner: RtS,JOti LUi$ qp�k Classiiir1: �rasl ' Job Address 05SS IVE 2 Cc>s rt a �ia>ri 9ttt�r ,FL t &A I or;e ri b-a , P-eroo�urtabeAM Pro ENQNf� ; M` Contractor: ISIAI �EPIiE oF ?�1C i� tip.1 -8 $=9880 Bulldin� oLpart.mept Comments 220�PRECAST'CONCRETE�''BNE.B C 'MI (*1 i Vis', , o, . +a is N P6CTQRICOMMENTS False; '10spa1 ► a Ni t�A€eT lT100,_4-0,0 :_V,�II,, fussed Fectclsr 6',=646Failed Gorrdcuon , Nebded Re4nspec#io.n Fee No Additional(nspeotions oan be sahedulpd until re-inspection fee-is paid A.- 21 21 s t September 02.2016 :x i� Miami Shores Villages 10050 N.E.2nd Avenue NE 5$# CEif ofreW"'> racast Miami Shores,FL 33138-0000` PIA . Phone: (305)795-220471 t4RlDA s� ' , j311v�Q1$ Expiration: 0211 X82017 Project Address Parcel Number Applicant 10555 NE 2 Court 1122310130600 JORGE LUIS RIOS I Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JORGE LUIS RIOS 10555 NE 2 Court (786)202-6660 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ISLAND FENCE OF DADE 305-888-9090 Valuation: $ 11,200.00 _... .... Total Sq Feet: 220 Approved: Available Inspections: Comments: Inspection Type: Date Approved:: Final Date Denied: Foundation Type of Construction:Concrete Precast Additional Info:220 PRECAST CONCRETE FENCE 6 Review Planning Classification:Residential Scanning:3 Review Structural Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 DBPR Fee Invoice# FW-8-16-60926 $6.60 08/09/2016 Cash $50.00 $511.40 DCA Fee $6.60 Education Surcharge $2.40 08/15/2016 Credit Card $511.40 $0.00 Permit Fee-Concrete&Masonry $440.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $9.60 Total: $561.40 In consideration of the iss ce to me of this Ormit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in rict conformity with thX plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit assurrespo ibility r all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTj� L,PLIIBING, C ANICAL,WIND S,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI AVIT: I'6ertify th all the going'information is accurate and that all work will be done in compliance with all applicable laws regulating construction a zoning. Futiier+nor Jxautho' e ab ve-nam contractor to do the work stated. August 15, 2016 Auth&Utd Si ea Ownnt ontractor / Agent Date Building Dep ° men 0 August 15,2016 1 Miami Shores VillageC_R' '0 Building Department AUG 0g 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: � Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20N BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING F-] MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip l p Folio/Parcel#: ti- Z Z3� - C)\?--)- cXpbo Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): � - �� Phone#:77 -ay-U4(0c) Address: n1y ✓�c' City: 4�tc v�.1 �/�R�( _State: �l�- Zip: ssv ' Tenant/Lessee Name: VD, Phone#: Email: dr �� lgCcv b�'� rrn • C vv, CONTRACTOR:Company Name:�1 aZle �1 Com' ®yam ._AD e7 Phone#: 3 03' 4?I Z-73,v& Address:`� e• t7 __ — �i .ems /44:1( C_ 3 U!C) City:� �-- _ _ State: Zip:_ Qualifier Name: P��� l Gla _Lc��O —y Phone#: State Certification or Registration#: Certificate of Competency#: �� S 00 d-U7 DESIGNER:Architect/Engineer: _ Phone#, Address: City: State: Zip: Value of Work for this Permit:$_ Zoo � __SquargLine9r Footage of Work: Type of Work: ❑ Addition ❑ Alteration New j ;Q• lace Repair/Re p ❑ Demolition Description of Work: _ _ Specify color of color thru tile: �[ Submittal Fee$ `:7_') Permit Fee$ _ T C) CCF$ CO/CC$ Scanning Fee$—=—'� _ Radon Fee$ DB`PR$ �� _Notary Technology Fee$ `� _Training/Education Fee$ - 'C® Double Fee$ Structural Reviews$ Bond$ ``� TOTAL FEE NOW DUE$ �1` k (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 CO MENT." Notice to Applica . As a condition to th issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in go faith that a copy of th notice of commencement and construction lien law brochure will be delivered to the person whose pro erty is subject to attachm t. Also, ifted copy of the recorded notice of commencement must be posted at the job site for the rst inspection which occ s seven (7) days after the building permit is issued. In the absence of such posted notice, the insp tion will not be approv d d a reinspection fe will be charged. Signature Signature OWN r A CONTRACTOR The foregoing instr ent was a owle ged before me this The foregoing instrument was acknowledged before me this day f 20 �V0 by /6 day of 20 �� by o i ersonla�y know,n}two 0%C/C9� �®�2. who isCllykn n to me or w o has produced v lvv as me or who has produced as identificatio n odi ake an oath. identification and who did take an oath. NOTARY P BARBARA MARIA 8108 NOTARY PUBLIC: Notary PUNIC-Stafa of Florida Commlailon i FF 218317 F MY Comm.ExphQa Apr 12,2019 I �� Sign: „°FBandedgm AWL Sign: Print: Print: Seal: Seal: EVELYNLPASCAL MY COMMISSION#FF 050710 EXPIRES:January 2,2018 opo, Bonded Thnu Notar/Publ c Umlerortdere APPROVED BY Plans Examiner Zoning �v tr Structural Review Clerk (Revised02/24/2014) • s— + 7his instruatmt prepared by: JOHN MI AXA.ESQ. ROM Bl a me Blvd,&dna 101 CFP:20160389157 BOOK 30139 PAGE 3131 gla yda 33M DATE:07106I2016 11:25:31 AM DEED DOC 2,490.00 HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY P7VV Folio No. 11-2231-013-0600 SPACE 41SOVB'IWS LINE IM VMGCWMG VATA SI AC EAMYC TMb LJAM F"REWIL NNG DATA WARRANTY DEED THIS WARRANTY DEED made this f day of June,2016 between MARY ELLEN SEELY,a singte woman hereinafter called the grantor,to JORGE LUIS RIOS,7u. hereinafter called the grantee,whose post office address 1s:10555 N.E.V CL,Miami Sham,FL 33138 Mn�warreaaae.see,a.o�aa`e.�'e�ma.sa�n�ara,a..e�mmeeem�t�,�me+.as ue�ameamm+�.ee aewa�w,w.v+�aa WTINOSETH: That the grantor,for and in consideratim of the sum of$10.00 and other valuable considerations,newipt whereof is hereby acknowledged,hereby grant;bargain,sell,alim remise,release, convey and confirm nano the granter all that certain land situate in Mtami-Inde County,State of Florida,vJ= Lot 14 and tho South'A of Lot 13,Block 14,First Addition to Pasadena Park,according to the plat thereof as recorded in Plat Book 6,Page S2,of the Public Records of Miatni-Dade County. Subject to: 1_ Taxes for the year M16 and subsequent years. 2. Conditions,restrictions,easements and limitations of record,if any. I Applicable zoning ordirmaces. TOGETHER,with all'tim tenements,hereditaments and appurtenances thereto belonging or in anywise appertairdng. TO HAVE AND TO HOLD,the satire in fee eimple forever. D the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that the grantor bas good right and lawful authority to sell and convey said land,and hereby warranla the title to said land and will defend the saute against the lawful clatnns of all persons whomsoever;and that said land is tree of all encumbrances,mceept taxes accruing subsequent to December 31,2015. IN WTTNESS WHEREOF,the said grantor has signed and sealed these presents the day and year first above written. Signed,sealed andeyed in the presence df• CW ... MARY ELT&SKELLY 10555 N.E.2°A CL,Miami M64�Lr33138 CFN:20160389157 BOOK 30139 PAGE 3132 SPACE ABOVE THE LINE FOR RBCORDINC DATA STATE OF FLORIDA ) COUNTY OF NOAAR-DADS ) I HEREBY CERTIFY that on this day Won ma,an officer duly authorized to administer oatha and take acknowledgments,personalty appeared,MARY ELLEN SKE LLY,a single woman,personlaRy known to me, well known to be the pmon desaibed in and who executed the fomgoing h atr ment and acknowledged before me that she executed the same freely and voluntarily for the pmposes therein expressed. WITNESS my hand and official seat at the State and County last afoxeseld an this -v day of June, 2016. n...w aaNtYt.►nus► itn�t� 'r1?t war omm.bow.W Is SM N ARY P -.§ OF FLORIDA • M STRUCTURAL CALCULATIONS FOR 6'-0" HEIGHT CONCRETE PRECAST FENCE • . • • e 0000 • 6• 0000•• • • • • ' •••••i ' ' Prepared for: 5 v u,� •••••• • • • • �r • • • • • „� • 0000•• t ' 0000•• 0000 •• •• ••••6 '••' 1 i••i•. Artistic Fence Corp. <� } '00000 0800 6606 1070 SE 9`h Terrace ?f • '•6 6•' '••••' Hialeah,FL.33010 •0900. 0000.. 0.006• . .• ..t•6. • • • 6 Fences Good Side Out. The vertical and horizontal • • 6. . .. • supporting members of a fence shall facet e 0.0000 6..• . . •66.6• interior of the plot on which the fence is locate and the finished side shall face the adjoining ! J lot or any abutting right-of-way. Prepared by: BY. V.M. engineering, Inc. Certificate of Authorization No.27633 11278 SW 153` Pl. Miami, FL.33196 IA ILI 1 r ' UJ ' •W — a s�°°p•••. o FLS �`: •��� Dit►'-0000. �� x Mo;19$6 Florida lice�Mn fi0292 Pages 1 to 9 f UBINEER Of REGOM fl vs me PROJECT NAME (.a�I �'vi �'. k'&'I• C PROJECT NO.. _.- _ SHEET Na, C. OF A. N0. 27633 SUBJECT WI/41) 11270 S.W. 153RD PLACE PREPARED BY MV CHECKED BY MIAMI. FLORIDA 33196 GATE U.�1?3/l SCALE TEL: 785-281-6968 TEL: 305-383-5896 • • 0000 • •• ••• •• • • • • ••• •• .,,.seesI•'t �,Pp •,�!_�+ �;,$�ae� •��� °�f'4i^"� � ti�T] � -a,�f' C.Ids�{e'a(_..� �r'r ` �A= - - • • 0000•• • f • ••I' �• • 5tFI i.< _m e9 R'%=4S y c r ', _�= 'a1r...Y' •• •• •r " • 0°•000• D • •• •• 0000 0000 • • • • y I p I 1 ••• •• • 0• 00000;0 es• 0 , • • end • .. (i ••� e.?") -r •0• •0 0000 0 • • ••••• a `oI) o® C!t) p FF • v yea 4' Lf7� ) v e 1,+ Ap ENGINEER OF RECORDI vo PROJECT NAME ancoGt1earh a PROJECT NO. _ _( SHEET NO. OF C. OF A. NO. 27633 SUBJECT `=a1 '�a•d 11278 S.W. 153RD PLACE PREPARED DY jvj _ _ CHECKED BY MIAMI. FLORIDA 33196 DATE Y)4, �' ;: �/' SCALE TEL: 786-281-6968 TEL: 305-383-5896 e • 0000 • 00 0090 . . . 0i0 •0 •00 31-1-.I,y•0• 0 • 1 m :✓yap •e •• 0• �` 00.0.0 00 -a -. •• •• 0. ••• �' a .... i .�.• _ •• 000••• 006 •• 00 \ � 11 •00• q-"-i A ' 8 Mt ZI �-llwl y V�� ~-,�c �A��. ��e- t� �oaf a,e a LiQ� ".f�r•�''e�r ENGINEER OF RECORD? PROJECT NAME al oll ooffo n g PROJECT N0. - _ _ SHEET NO. 3 C. OF A. NO. 27633 SUBJECT 11278 S.W. 153RD PLACE PREPARED BY _ CHECKED BY MIAMI. FLORIDA 33196 DATE SCALE TEL: 786-201-6968 _ TEL: 305-383-SRSS AD 0-"040 #�4 T-p ••• •• �•.. •014r, • �••P (4f- 00 � FpI 000 0: t q ea IA I'llo• ' = ISP N i t �A EYP 197 (.3') 2 (0o1)= 0.4 , (01 es (o.-�)(o.4)(Cp�000)(CS7S (4.34)(4, ' -790 2 ENRSREER OF RECOROs vo me PROJECT NAME (an uormw5na PROJECT NO. _ SHEET NO. SUBJECT �1 �� %;Al �,C-% C. OF A. N0. 27633 ` y — �m — 11278 S.B. 153RD PLACE PREPARED BY _IIS CHECKED 9Y ►� MIAMI. FLORIDA 33196 DATE /'P 1� y11a SCALE 11,!`,3 TEL: 786-281-6968 TEL: 305-383-5896 *:*Doe �� �•���C1` ti15•G� ' °n '�_�� y�l_. ', �® �� J+ jr� sa, lr �d�� ��# .,e' j� �'• 1 • • GOOD•• • ••• •• GOOD •• •D 00 *0 • • :00:00 D C3 G •• •• GOOD •D•• 0000 0 • ••• •• • •• •DODO• • • • • • •• IJ„� •• - • l'i� • • z a iii •G• •• 011• • DDG•• ° � ��'Y a�"° [.1 !� �.:1 ,7.d� U _ G � p47 sh POLE EMBEDMENT PROGRAM P LATERAL HORIZONTAL LOAD P= 528.4$ [LB] LOCATION ABOVE GROUND We [FT] H VET.P.ASSIVE PRESSURE Pp= ®[PCF] ••••; WIDTH BELOW 046dND 6= 1.5 [Fl7 oeeeoe • •••• E;WEDMENTpJW M D= 90:06 0*000 0000 e0 0 0000••2.248442 D C + *see: AV&�/ARIABLE 1 • • ; <4 ••••: E lfA*TION •••0.0001226 3.051926 • .•.... 000000 Goose. G . .. • G0 • o . _ .eeGGe .Gee . .e 9 e00000 TABLE 5.42(TIMBER CONSTR.MANUAL.3RD ED.) ALLOWABLE PRESSURES BEARING LATERAL SOIL MATERIAL (PASSIVE) [PSF] [PCF] MASSIVE ROCK 4000 1200 SED.FOLIATED ROCK 2000 400 SANDY OR GRAVEL 2000 200 SAND,SILTY/CLAYEY SAND OR GRAVEL 1500 150 CLAY SANDY OR SILTY CLAY OR SILT 1000 100 REFERENCE EQUATIONS: S1=SO`D/3 Am 2.34`P/(S1"B) D=.5"A"(1+SQRT(1+4.36'H/A)) FAPOLE-EMBED.xis 1113/2015 C/1 STRUCTURAL DESIGN r 1616.1.2 Buildings,structures and all parts thereof shall be 5. Vertical members and wall members or compo- designed and constructed to be of sufficient strength to nents not required to meet the conditions of Sec- 1 1 support the estimated or actual imposed dead, live, wind, tion 1616.3,item 4....................:...................U180 1 1 and any other loads, both during construction and after 6. Roof and vertical members, wall members and 1 completion of the stricture, without exceeding the allow- panels of carports, canopies, marquees, the roof 1 able materials stresses specified by this code. 1 projection is greater than 12 feet (3.7 m) in the 1 1 16161.3 Reserved. direction of the span, for free-standing roofs and i 1616.1.4 Reserved. roofs supported by existing structures. Existing 1 1 strictures supporting such roofs shall be capable 1 "" ' 1616XfReserved. of supporting the additional loading.............L/180 1 1616.1.6 oor ro systems shall be designed and • 1• � �' � Y g 7. For Group R-3 occu autres only,roof and vertical 1 ... .• total MCd to transfer Dorizontal forces to such parts of members, wall mem7res and panels of carports, • 1 the structural fraxret s e•arsdesigned to carry these forces to canopies,marquees,patio covers,utility sheds and 1 �;�•�� the 1$>:nldation. Weree r*oofs or floors are constructed of similar minor structures not to be considered liv- 1 individua�prefabilcabedu nits and the transfer of forces to ing areas,where the roof projection is 12 feet(3.7 1 the Mild% frame an$ foundation is totally or partially m)or less in the direction of the span and for free 1 •�'� depenMen&on sueg*mitt, the units and their attachments standing roofs and roofs supported b existing .. .. g PP Y g ••••�1• shall die capable of resisting applied loads in both vertical structures.........................................................L/80 1 ............................ and lior zontal drMIA. Where roofs or floors are con- g Members supporting screens only L/80 1 • 1 str�uM of indivtdt>•at pfefabricated units and the transfer pp g y"""""""""' 1 •' of fbrdlel to the Du4difig frame and foundation is wholly 9. Storm shutters and fold-down awnings, which in 1 in44'bt8%nt of sudh units,the units and their attachments the closed position shall provide a minimum clear 1 shaft'61d•capable of resisting applied loads normal to the separation from the glass of 1 inch (25 mm) but 1 1 surface,in and out. not to exceed 2 inches (51 mm) when the shutter 1 permissible of maximum t itpp i awning s as 1 1616.2('Teneral design for specific occupancies and strut- or awn1 1 tures. deflection L/30 Ar-""'.0. Roofs and exterior walls of utility sheds having 1 1 1616.2.1 Fences.Fences not exceeding 6 feet(1$29 mm) 1 in height from grade maybe designed for 75 mph(33 m/s) maximum dimensions of 10-feet(3 m)length, 10- 1 fastest mile wind speed or 115 mph (40 m/s) 3-second feet(3 m)width,and 7-feet(2.1 m)height.....L/80 1 1 gust. 11. Roofs and exterior walls of storage buildings 1 1 1616.2.1.1 Wood fences. Wood fence design shall be larger than utility sheds.................................L/180 1 1 as specified by Section 2328. 1616.4 Volume change.In the design of any building,struc- 1 1 1616.2.2 Sway forces in stadiums. ture or portion thereof, consideration shall be given to the 1 1relief of stresses caused by expansion, contraction and other 1 1. The sway force applied to seats in stadiums,grand- volume changes. 1 stands, bleachers and reviewing stands shall be not 1616.5 Live loads.Live loads for balconies and decks shall 1 1 less than 24 pounds per lineal foot (350 N/m), be designed in accordance with ASCE 7. 1 1 applied perpendicularly and along the seats. 1 1 2. Sway forces shall be applied simultaneously with 1616.6 Concentrated loads.Reserved. 1 1 gravity loads. 1 1 3. Sway forces need not be applied simultaneously SECTION1617 1 1 with other lateral forces. HIGH-VELOCITY HURRICANE ZONES— 1 1 1616.3 Deflection. ROOFDRAINAGERESERVED 1 1 1616.3.1 Allowable deflections. The deflection of any 1 1 structural member or component when subjected to live, 1 wind and other superimposed loads set forth herein shall SECTION 1618 1 not exceed the following: HIGH-VELOCITY HURRICANE ZONES— 1 1 1. Roof and ceiling or components supporting SPECIAL LOAD CONSIDERATIONS 1 1 plaster...........................................................L/360 1618.1 Floors.Reserved. 1 1 2. Roof members or components not supporting 1618.2 Below grade structures.Reserved. 1 1 plaster under.................................................IJ240 16183 Helistops/heliports.Rese ed. 1 1 3. Floor members or components.....................U360 1618.4 Safeguards.Reserved. 1 1 4. Vertical members and wall members or compo- 1618.4.6 Railing. 1 1 nents consisting of or supporting material that 1 1 1618.4.6.1 Reserved. hardens in place, is brittle or lacks resistance to 1 cracking caused by bending strains..............L/360 1618.4.6.2 Reserved. 16.50 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) CIIAPTER 26 WIND LOADS:GENERAL RCQlIIRIIIF..NTS Wind Directionality Factor,I6,t Table 26.6-1 0.00.0 . • • 0000 . 00.00• • • • • • • 0000.• 0••000 .•. .. •• .•••. •• 0000•. ••••• ••••• •••••• Structure Type Directionality Factor Kd* • 0 •0•• 0000 •••••• • • • 000000 0.0.00 • •• ••i••• Buildings • • • Main Wind Force Resisting System 0.85 •• • •• : •••• Components and Cladding 0.85 0000•• 0000 • • Arched Roofs 0.85 Chimneys,Tanks,and Similar Structures Square 0.90 Hexagonal 0,95 Round 0.95 Solid Freestanding Walls and Solid Freestanding and Attached Sips Open Signs and Lattice Framework 0.85 Trussed Towers Triangular,square,rectangular 0.85 All other cross sections 0.95 *Directionality Factor Kd has been calibrated with combinations of loads specified in Chapter 2. This factor shall only be applied when used in conjunction with load combinations specified in Sections 2.3 and 2.4. 25() A11NIMUN4 UI✓SIGN LOADS Design Wind Loads All heights Figure 29.4-1 Force Coefficienta tr Solid Freestanding Wails Other Structures & Solid Freestanding Signs • •• '-- —' CASE A ,,, L F f • • •••• • •• I CASE •••••• ! • • •••••• • •'E�EVATION VIEW • • • f �: F r CASE B f .-- 111 ...... .... • t F . . ..... .. . • • •Y-`t • ttli-1 •••• •••• •••G}oss-SEC.I IOM VIEW PLAN VIEWS • • • •••••• C,CA -A&CAbEU el. _ a9„reANwe. tt. • • • • nr"}4^• u145 u.; n� us x w Al w :as • • ••_— •1 •0 1110 1.16 165 1 V, 14b 140 1••', lis 1311 Fill • •^9�• •11 0!t60 1Ltl/!5. 11 1/D5 1 1I0 11445 0 t 4S 10 -_1.40 1.4-100•000 _Id_ 4,00008 • Ef _ •tn_ I h•. 1%% •••• fl 5 1141; 1 B`, 1 f.l 1.15 1/5 1'/li 1!n I it) 1 7C 1711 _ t Yn 1/t u l 1'1!. r.Y(1 1 W. 114U 1 UU I It" _!Nr _ I:fnl_ I P11 US 1 N:. - 1 n•. 0.2 1'l:i I ec 18S I ntl lot_ 1 Ph 1641 1 1117 •u 1v 7 9S I g0 1 A'. 1 P. I.!U 1 fln I P4 fa CASE C _ 7 '1 li 7 P 0 IU 1.aI-n• ITT U IDs 775 7R1 Ice 1.U1' -1 jail' add' !a5' 1 Ih!i J. Ok•+ •1011' d W I all 200 215 7 41 2.30 7 BO 'S'• Tri In.N f 1!. L!U 1 i5 155 1,06 170 2110 195 ai In Id, 1 1 165 1 IK 1 05 Lou d 05 3'7 to•I•i 1IN• ( r1w.•:r 1 I he loon°aiyaa'in nnies U•;lo+v.,b...apldles lo'froCelandalg walls" L.fiypri will U;nbnfyls crnnprising less Inas.t0'&,Of Ilre(Mussarca ofe clasulfied as sold alq.a Forc,. ra 506.mins with opening& ,tall be penraOaU InY:e rnulhirled by.ho IeuarLun faclm(?-;1-c)r') 3 10 allaw for both nacoal and(Aliquewind direGions,In.fUlov:Lg eines shat!n;;rons:ch,;aa: Ra u?hc1 CASE A: roeuua ll loroa am normal(o 111.fare of U,o sign 0vonyir Ill.geomelrb'center CASF.0:1R."o anl;cv li acts normal Io In,face of the sign at a dinranca from lho gnoniulrit,c-r+r(w 1""al Iho,*ul—d edge alum Io 0,2 times Iho avoruga-idlh IN:uf IIV% For oh 2,(,AS--C must assn he mns.derocc CAST G- rorwllan;forcaa ad no 1m)b U7.Jars of diva sign 11j1h In.,r;cna,clric ce'iWrs of o,rdi'a!lion r or tJn-1: ITe+""n.::av's as nY:ove excxpl Ilial Joe ventca,incala,ris of Iho ies'ullalll Inrf:n:i oMlf at a disl'arn;e abuve Inn guumelGr.ranter equal to 0 05 limos the--Lie heigld c'(1116 a cn Fon CASE-.C Mi—sih>0.11,I——fti a os trail In;rardliplicd try Urx reduGio!r 1-1.,!1 7-i;%) uncal tnloruolali)n Is liarrnitted for valim of slit,fits arul Us ulhor Ihan sl+ovm G.Notation: B hnrl-rilal dhno+lcion of sin.,m 1-1(fnelnrsj; K height of Ine sign,In feet(melers); ;i:vertical dirnoncion of the sign,in fuel(malersl: r:lolm of snitd area to gross area; 1,:horizurdal Itimenaon of return corner,in fuel(meters) 311 o MINIMUM DESIGN LOADS Velocity Pressure Exposure Coefficients,Kt,and K-1. Table 30.3-1 4 Height above Exposure ground level,z B C D • 00••• 00* •eft (m) 00 • 0 000 ; - ' 045 (0-4.6) 0.70 0.85 1.03 ••9060 0 • 22 (6,1) 0.70 1.08 6' • •*0@4 (7.6) 0.70 094 1.12 •6•••• •6• •• 40 - (9.1) 01,70 0,98 1.16 0000• ••96 i 60940 (12.2) 0.76 1.04 1.22 006166 00000050 (152) 0.81 1,09 1.27 t 18) 0.85 1.13 1.31 0000•• 711 (21.3) 0.89 1.17 1.14 • 6e 8� (24.4) 0.93 1.21 1.18 •660•• • • 6. - • • • • 90 (27.4) 0.96 1.24 1.40 • • Ta0 (30.5) U.99 01.26 1.4► 99.0•• 06• • 0 120 - (36,6) 1.04 1.31 1.48 Ose 140 (42.7} 1.09 1.36 1.52 160 (48.8) 1.13 1.39 1,55 180 (54.9) 1.17 1.43 1.58 200 (61.0) 1.20 1.46 Lb 1 250 (76.2) 1.28 1.53 1.68 300 (91.4) 1.35_ 1.59 1,73 350 (106.7) 1.411.64 1.78 400 (121.9) 1.47 -_ 1.69 1.82 450 (137.2) 1.52 1.73 1.86 500 (152.4) 1.56 1.77 1.89 Notes: t. The velocity pressure exposure coefficient K,may be determined from the following formula; For 15 ft.5 z S zs For z< 15 ft. K,=2.01 (z/zd2h, K,-2.01 Note: z shall not be taken less than 30 feet in exposure B. 2. or.and zg are tabulated in Table 26.9.1. 3. Linear interpolation fur intennediate values of height z is acceptable. 4. Exposure categories are defined in Section 26.7. 317 BOUNDARY SURVEY SCALE: I"= 2 O "" m " 00 0 E ate' o t0r " U L i E THOMAS J KELLY ! �I T '' �avvT r ,�_�. in o 0 Land Surveyors L `� r� N o 0 0 x PORTION OF LOT 13 BLOCK 14 _j o o Y CERTIFY TO: F.I.P �ffz" ON FL N88',00'08"E 114.93'(R/M) — FN J ........... ........... ........... .......... . ............ .... ...... .......... ..... ...... _ ............ " x—x— 0.37'CL N Q JORGE L. RI©S•"• x—x— r ,. r 00�i `�g tAkk4�i.k, HOV"re5AN5, IVCy1T�SUCCESSORSr C4 •00 s j�r�F.' �ND/OIC ITS "C445, A.TII.M.Al. CoD omGOWt)VINEYS _MTLE 1N5U E rUND, INC. 41' OILU REPUBLIC'NATIONA•TMtL"iN5URANCE . : 3 :: J . .. ^, o uju< M,'INc. • ..�' .. : // z VIEW OF SUBJECT PROPERTY fZAfiA'Et FABIA", P.A. '••••• ••••• : :: i j. O • • ease •••• 14 -- Ct 1F,G�� DES1iIPTIONs . / / I(n NElObtt+St z �*,.a z:. LOf: 14 AN© JE FJOUTFI•"•L'OT 13 /� N m ¢ NE, . •• . •• K: 14 • • j (� `.� sz 5UBDIVI510N �VV ADDI?ION•FO PASADENA PARK a Q:D:: I %E1qMS1 z ACCORDING 1"OYI1E PLAT THEREOF AS RECORDED IN NET .......�:'::W:: .. _ O T 10656 NE 2nd CIO A.at Rose-Lima. J �•c3 •• � / � ••ELECTRICAL PLAT BOOK: G PAGE: 82 !�/ // . GENERATOR I -� a J ' D (JT NE 105th St -NE 105th St W W PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA t7t::�p: < ILy IAM NE104th-St 'Sohoc Z PROPERTY ADDRESS: m .��rr�� $ , NE 103rd st "E W a 10555 NE 2nd COURT o a o oJ:la; .: :::...:': /% �� m m - < z MIAMI SHORE, FL 33138 =1 CID o :30 25.00' �// VICINITY MAP g CO O ENCROACHMENTS NOTED: N m 3 — / — FLOOD ZONE INFORMATION' � I Z, o d ::::::: x O O.I I'CL F- 51 THE NFIP FLOOD MAPS HAVE DESIGNATED THE HEREIN cQ n m I /` '` ~ FN DESCRIBED LAND TO BE SITUATED IN FLOOD ZONE: X ro N PANEL NO/SUFFIX: 302/L :.: . _ Notes: n m F.I.P �1�(" N88.00'OS"E 114.93 3'(R/M) ° COMMUNITY NO.: 120652 A) All Clearances and / or encroachments shown * 5 cD I O - - DATE OF FIRM: 09/11/2009 ........... ........... :::::.: ::. ::. :::. :. � r �., hereon are of apparent nature. Fence ownership p1 -.. j- o -s ••• � x �. by visual means. Legal ownership of fences not < n m cT determined. m m w o tOT t 5 BLOCK`14t AUGr B) This survey is Intended for mortgage or refinance o m m i c0 O I A 0 9 Ir(s THE SUBJECT PROPERTY DOES NOT LIE IN purposes only exclusively for this use by those to (SD m m ¢ i A SPECIAL FLOOD HAZARD AREA whom it is certified. Thls-survey is not to be used - 1 O I for construction, permitting, design, or any other use without written consent of Thomas J. Kelly Inc.. C) Code restriction and title search are not reflected p I v an this survey. ID / ,� �-� LEGEND OF SURVEY ABBREVIATIONS CO,D) The flood information shown hereon does not impy Lp a cD - NORTH .E W LINE G •_•••••_••••�JA�T (M)......»..._..AIEAsuRm that the referenced property will or will not be free A/C..- ».»AR CONDITIONER N............._..NORTH from flooding or damage and does not create liability F.1.P �1W (BSC) ` �- �! ASPH. AIR PAVEMENT F.N/D..»»...»NAIL AND DISC on the part of the firm, any officer or employee �� �J 0 CONCRETE e/C....»»..._9LDCK CORNER NTS.»....».NOT TO SCALE GEODETIC VERTICAL DATUM thereof for any damage that results from reliance on •' 3 NE 105th ST �_ BLDG.."_"'_'.BLOCK G sold information. i� ® BUILDING BAL.........._.BENCH O.R.8.._...»...OVER HANG B.M.R..........»9ENCH MARK O.R.L..........DVERHE RECORD BOOK } E) The lands depicted hereon were surveyed per the ` PAVEMENT B.C.R............BROW ARD COUNTY RECORD O.U.L..._......OVERHEM UTILITY UNEof legal description and no claims as to ownership or \R\!Y\ c/G..»...__._.CURB AND GUTTER ((P).........»»...PLAT < N �' ® BRICK CH..............CATCH BASIN P C......».......PLAT BOOK Q matters of title are made or Implied. ` I l C? CH ...........CHOro DISTANCE P.C..._....»..POINT OF CURVATURE F) Underground Encroachments, if any, not located. JJJ ® CA .._._..CHAIN LNK FENCE P.0 G.»...»...PONT IX COMPOUND CURVATURE � G I hereby certify that the survey n resented w c/L ............G27NTER UNE P.CP„.........PERMANENT CONTROL PONT Y Y Y P F- \ w TLE P.. .._-.....PAGE of Int-e tion Z her meets the minimum technical standards Q \� C) SACCULATED \` B.S.............CONCRETE BLOCK AND STUCCO z �, WOOD P.K........».....PARKER KALON O e _ V` C.M.E.............CANAL MAINTENANCE EASEMENT PKWY............PARKWAY set forth by the Board of Land Surveyors D LU ROCK CONI DONCRETE P.LS....._.....PROFESSIONAL LANE)SURVEYOR in Chapter SJ-17.050 to 17.052 Florida r -' CDR.............. P/L».».........PROPERTY LINE m Administrative Code persuant d -'� � P.0.8_......:...PONT OF BEGINNING to Section 472.027 Fla. Statutes. �o -� c� 0 cr.................muRr H) If shown, bearings are t0 an assumed meridian ti = ® SCREENED OR ROOFED AREA D.CR.».........DADE COUNTY RECORD P.O.C.""'_'»PONT OF COMMENCEMENT P.RC..........PONT�REVERSE CURVATURE D.E...............DRAINAGE EASEMENT P.RM..........PERMANENT REFERENCE MONUMENT O/W.........._.DPoVEWAY P.T........._..._PONT OF TANGENCY (by Plat) PROPERTY LINE E...................EAST (R)......... ...RECORD I) If shown, elevations are referred to N.G_V.D. 1929 _ __ OK CE ENC RE-BAR...»..REINFORCEMENT BAR �LINKS J) This is a boundary survey y E.O.w.............EDGE OF WATER ...»...»». AN D MEASURED —._. WOOD FENCE 1DFNCE h � F...........»......FENCE METAL FENCE F.H....._.........FIRE HYDRANT R/w.....».......PoGHT-OF-WAY PLASTIC FENCE F.DH............FOUND DRELL HOLE 5.......».........aOU7H FN.'................FOUND NAIL SEC..._.........SECTION 06/08/2016 ''3 - e-®�� CENTER LINE F.I.P........... FOUND IRON PIPE S.I.P...».........SET NaN PIPE SCALE G3 FAB............ FOUND REBAR SWK.............SIDEWALK 1"=20' MONUMENT LINE F.N&D......._..FOUND NAIL AND 01% (TYP.)..........TYPICAL 06/06/2C5�16 1 e ------- EASEMENT LINE F.P.L.EV...._ WN BY FINISH FLOOR POWER EAND LEVATION CO. OEPoL._.........U�UN EASEMENT O� LRM _ r .--..-.�.._- APPRoxIMATE EDGE OF WATER _-+ F.P................LENGTH U.P....»....»...LTIUTY PLOLE ORDER No. JOSE S R M 4 ( J { [ APPRoxIMATE EDGE OF WATER LM.E_...........LAKE MAINTENANCE EASEMENT WF................WOOD FENCE 16-1017 CONCRETE BLOCK AND STUCCO M.E.»............MAINTENANCE EASEMENT WM...............WATER METER STATE OF L 'RID F' d c� 1 z Z ! _ ' OVERHANG UTILITY LINE M.F................METAL FENCE W....__..........WEST SHEET NOT VALID U LESS ' PRINTED WITH EMBOSSED SU (E R'S�EA - rs ¢ - j M.H.SS.........NANUME SANITARY SEWER L = <. 1 M/L..............MONUMENT UNE 1 1 �- gg li ZD W = f G”3 F CL ® J La.N --� Concrete pone/ ��—��\ Concrete footing Concrete etailpos \� STRUCTURAL NOTES: / t\ 2`� / \ / 1. Design Criteria: Wind Load per ASCE 7-10 Risk Category, 1 PARTIAL FOUNDATION PLAN Exposure C Wind Velocity:115 mph (ultimate) V.M. efiglneeringy Inc. Scale:%2" = 1'-0" Wind Pressure:24.46 psf (ultimate) 11278 SW /53rd PL N 14.68 psf (service) Miaml, F/or/da 33196 Cert/f/cote of Authorizot/on No. 27633 Applicable Codes: Tel (786) 281-6968 • • Tel (305) 383-5896 �•��•� 041109 � �• � o Florida Building Code, 2014 Edition • ACI 318-11 Building Code Requirement for Reinforced Concrete I�/� 0000.• �• •• Wind Loads per ASCE 7-10 ��l�J`,• e � _ • • • 1 2. Foundation ` :•��+� , � • • • 0000 000000 .• • •• : fl0 00:69 • • • • _.III 000 0 Assumed soil conditions at the site indicate sand and gravel No • � � � with a minimum soilbearing capacity of 2000 psf. 000.0• • • . 0000 •, � Dig a foundation hole 1'-6" wide and not less than 3'-3" .0000• •. ••�• • io deep, set post aligned and pour concrete around post. �•� S • • • • D0 Use 3000 psi concrete at 28 days. i A�® 0:000• .• '•' ;I . •• � If any conditions in the field that may be conductive to a change in bearing capacity the some shallbe noted and '��er �0`� Q Q I reported to the design engineer who willperform any 1 � necessary revision to the foundation plans. CIO J. Concrete: W Compressive strength at 28 days:3000 psi U- rnt CL t 4 s F F 4 4 s c 4t q{R Cover:Concrete cast against and permanently exposed to earth %" J o�� Precast member:;14" LU Reinforcin steeR Reinforcing bars conforming to ASTM A-65 �0o°a g (5Q !"'1 > .t 4F s r• a<41` grade 60, including columns. (J a -,Lot %G >i°t 4F Rt1R. GR Fabrication and detailing according to ACI-318. R S°i 4 o4iq{iR N {RF sFi': ti. x i 4 4 i e ; {.pi q, W Q = 4. System Components Z �W tG t S,qr R t M� •NO t RF t!. °{°;{4{i R{RtF t 4 {4f�,�i G °F QF I °t:4{+g.' { i °t •, . U-1 The The system consists of a concrete post and concrete panel U- S�oW with a concrete cop on top of the concrete post only. V W�� �—Ln- F R i 4• ° °F 4 4 ¢ 4 4.,_ F 4`f�;�::. ~ L QO N 4R 4 Y •S °D 1 RF 4,;.F Q Le L Ri ° •.•:p iR.{'`'•,F'.o. L � V, LO� PARTIAL-FENCE. ELEVATION _ 1j/ 5/q Q W o`er Scole:%" = P-0" N v ow o � 4 # 4 Rebars # 3 @19" o.c. CICIO 2 @12 atio R ev x s E oDNATEs !Alternative leg locnl DESCRIPTIONDD BY U) 4 # 3 Con t. SCALES AS SHOWN DATE. 08.31.2015 1 „ F.B.C. (High Velocity Hurrlcone Zone) N DWG No: 1'-7" 1'-7" l'-7" 1'-7" 1/2„ PANEL SECTION A-A DETAIL ,A" - CONCRETE POST S_/ 1%2" 6'-7" Scale 1" = P-0" CROSS SECTION CONCRETE PANEL ELEVATION (DIMENSIONS AND REINFORCING) scale 3" = 1'-0" SHEET ! OF I Scale:I" = P-0"