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DGT-18-2400Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: DGT-9-18-2400 Permit Type: Decks/Gazebos/rrellises } M. Work Classification: Pergola Permit Status: Approved Issue Date:03/21/2019 1 Expiration: 09/17/2019 Location Address Parcel Number 10585 NE 6 AVE, Miami Shores, FL 1122310120030 Contacts DANIELA PELLICCIOTTI Owner DANIELA PELLICCIOTTI Applicant 10585 NE 6 AVE, MIAMI SHORES, FL 33138 10585 NE 6 AVE, MIAMI SHORES, FL 33138 Other:3054015583 Other:3054015583 THE PATIO DISTRICT Contractor FREDDY OCHOA 3305 NW 79 AVE, DORAL, FL 33122 Business: 7865182307 Inspection Description: L SHAPE WOOD PERGOLA INSTALLATION Valuation: $ 28,800.00 Inspection Requests: ;4949 22X14 ATTACHED & 16'X24 FREESTANDING & DECK (IPE) IN AREA OF APPROX 800 SOFT Total Sq Feet: 692.00 Fees Amount CC i $17.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $5.80 P&Z Review Fee $35.00 Permit Fee - Gaze bo/Tre I I ise/Pe rgola $398.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Teclhnology Fee $23.20 Total: $537.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $537.40 Credit Card 03/21/2019 $337.40 Check # 1015 09/10/2018 $200.00 Amount Due: $0.00 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 perrIkts are;F1 'red for ELyonifi�g. ICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AVIT: I that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin,g cu jioq and�hermore, I authorize the above named contractor to do the work stated. ignature: Owner / Applicant / Contractor / Agent Date March 21, 2019 Page 2 of 2 Miami Shores Village SEP 10 201 Building Department Y: _ _ _ dt(� 1V 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 -- Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 11 BUILDING Master Permit No. V�T I -2400 PERMIT APPLICATION Sub Permit No. JBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 105`65 NE Co IaVQ • r1iQrr11 5H0reS, FL. 33►3q-� C the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: !) Cl rl i I a p� (; c c , OWNER: Name (Fee , Simple Titleholder): 0��1 Phone#: Address:k o 5 5 N F- CA ay-c City: rn I a 1'Y1,1 S h O r-t S state: -J=L' zip: 33i3fb Tenant/Lessee Name: Phone#: -7EJ 5 I E)- 23 07 Email: r<,a r i a St ri cf • corn CONTRACTOR: Company Name: —r h e PQt j D �J i S+ r d Phone#: 1y (P-51 U -2-�o J Address: �J I V W 1 J Q Y `P City: M i am"i State: T=L • Zip: 3 aJ1 2.2 qualifier Name: -Fr'e DiD--/ C)Ch O G Phone#: 1& -6 jt-2W7 State Certification or Registration `#: C &C 15 2.5 G (P Q Certificate of Competency #: r� (� DESIGNER: Arcchhiteectt/Engineer: V i CJo r (,tr c)n Phone#: 1 lburl�G 529� Address: EJCJ ' cA*t npbl-co City: m I OM f State: f L zip: Value of Work for s Permit: $ �991 y00 ' CC Square/Linear Footage of Work: (43' Z 'IP Pr • Type of Work: Addition ❑ Alteration L 'J New ❑ Repair/Replace ❑ Demolition Description of Work: L S ha P-P- p O0 P-e- O I G 1 n tq 1 1 C1-fIO n 0 :?'x 14% uric-h-ed ,8 ltol x -2-411 Fr-e-cS�Gn� �'� 1� i �� in C1 r-e G a P Pi-ox . ?xx2 +" Specify color of color thru tile: oe, Si bmittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ I Technology Fee $ Training/Education Fee $ Structural Reviews $ II (Revised02/24/2014) CCF $, DBPR $ _ CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ :�31 3 -�4 . 4 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip 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: 1 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 recordedn cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permbsence of such posted notice, the inspection will not be and a reinspection fee will be charged. Signature \\I l�� Signature < OWNER or AGENT The foregoing instrument was acknowledged beforre. me this day otiJU T 20 IZJ by Qn•�-G� (,( A e1 l (F{ersonally known to me or who has produced T7-L• VL as identification and who did take an oath. The foregoing instrument fas acknowledged before me this Q3 d 1 Vu�� 20 �� by r-eddy OGi�o G . who is personally known to me or who has produced identification and who did take an oath. as NOTARY PUBLIC: NOTARY PUBLIC: Sign �G Sign: Q r k Print: 60 Print: Seal: KARLA A GOMEZ Seal: ",o�,Y,pb,,,�,KARLARLA A GOMEZ MMISSION # GG065693 MY COMMISSION # GG065693 RES January 29, 2021•*sssss sss�APPR Plans Examiner _Zoning 5' Structural Review (Revised02/24/2014) Clerk ORDERED BY: Law Offices VISA PEARSON, PA. �.1-.incoln Rd Suite 40" Miarrii 3eoc-i, FL 33139 Ic':(305 666 865) acsimi 305)2n71665 PROPERTY ADDRESS: 10585 NE 67I1 AVE, MIAMI SHORES. FLORIDA 33138 FIELD WORK DATE' FL 16051663-01 BOUNDARY SURVEY MIAMI--DADE COUNTY REVISION DATE(S): F= V' m w N O Z SURVEV'NbMBER. F 60.1// • • •••••• 000* •••• • ••••• •••••• • • ••••• • •••••• . . . . ...... N 89°57'3G" c i 49.97' (M) SEPTIC TANK 1050 Wit.r- `' N 90°00'00" E 150.00' (P)J2' _ ,.f LOT 4 150 0 TRENCH ORAINFIE Now Svc we a+.- t �O y area-]36 S Ft r ._y tinder theee gala r n l 2 O (V - u 0(N 36 O 0 0 0 24' . to ,i New attached wood oarli �areaa666 SnFt 5 90,00,00" W 1 50.00, (P) 5 89°57'29" W 1 50.05' (M) l hereby Pert' Boundary Survey of the hereon des propas been made under my direct' , and(-(& the t of my knowledge and belie itsr pn accurate representation of a suryStandards of Practice set forth the,Fl9(jda rd of Professional Surveyors adpi� N in apter 5,1-17 of the Florida Admi o e. ": , RONALD W. WALLING State of Florida Professional Surveyor and Mapper License No. 6473 NO OBJECTION riodda Health Miami -Dade County O.S.T.D.S: & VVeelL.Prugram Application No,: A z I ze,' I I cl— t_ Date: Is — —_ Signature ,S14' 40 0 20 40 GRAPHIC SCALE (In Feet) 1 inch = 40' ft. 41 Use of This Survey for Purposes ocher than Intended, Without Written Verification, will beat the Users Sole Risk and Without LiabNiry to the Surveyor. (. Nothing hereon shal be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. 1 FLOOD INFORMATION: (POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING I NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE VILLAGE 1- -- _.._...... .................. . . . �. „....... OF MIAMI SHORES VILLAGE, COMMUNITY NUMBER 120652, DATED�`��' i 09/11/09. � i CLIENT NUMBER DATE 04/18/1 AFFILIATE l j BUYER: D,-,niela PPlliaott: r FL' -TA MEMBERS _ -_ 'i SELLER: CERTIFIED TO: DANIELA PELUCIOTTI; LISA PEARSON, PA A V T A LAND SURVEYORS,. INC. 11940 Fairway Lakes Drive, Suite 1, Ft, Myers, FL 33913 LB# 7337 I P: 866,735.19161 F: 866,744.2882 This is page 1 of 2 and is not valid without all pages REPO; T OF S'1RVEY FL1605.1663-01 This is page 2 of 2 and Is not valid without all pages. LEGAL DESCRIPTION: LOT 4, CORRECTED PLAT OF GOLF VIEW ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 41, PAGE 58 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. JOB SPECIFIC SURVEYOR NOTES: OF NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST IS BASED (5t*'WEASTERtl RA'IT-OFMA" * THE ASSUMED BEARING REFERENCE OF NE 6TH AVE, LOCATED WITHIN CORRECTED PLAT OF GOLF VIEW ESTATES, ACCORDING TO THE•PLAT"EREOF, A91RECORDED IN • LINE PLAT BOOK 41, PAGE 58 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. 0000 • • 0 � 0 • • ••..•• GENERAL SURVEYOR NOTES: . • • • 1. The legal Description used to perform this survey was supplied by others. This survey does not determine or imply ownership. • 2. This surveyonly shows improvements found above round. Underground footings, utilities and encroachments are not located on this survey map. Y P 9 9 9 Y • • • • 3. If there is a septic tank, or drain field shown on this survey, the location is approximate as the location was either shown to Fxacta by a third party or it will ectinlotr•I by rnotakletec I'M,, • 000 • • probing rods, and visual above ground inspection only. No excavation was performed in order to determine the exact and accurate location. • • • • • • 0 0 4. This survey is exclusively for the use of the parties to whom it is certified. • • • • 0000 • 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party o"rtie, * • • • • • 0000 ' 6. Dimensions are in feet and decimals thereof. '0090 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a y "diameter, 18"iron rebar with a cap stamped LB#7337. 10. If you are reading this survey in an electronic format, the information contained on this document is only valid if this document is electronically signed as specified in Chapter 5.1-17.062 (3) of the Florida Administrative Code and Florida Statute 472.025. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor. If this document is in paper format, it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11. Unless otherwise noted, an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 12.The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The symbols have been plotted at the center of the field location, and may not represent the actual shape or size of the feature. 13. Points of Interest (POI's) are selected above -ground improvements which may be in conflict with boundary, building setback or easement lines, as defined by the parameters of this survey. There may be additional POI's which are Hot shown, not called -out as POI's, or which are otherwise unknown to the surveyor. These POI's may not represent all items of interest to the viewer. 14. Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 1 S. The information contained on this survey has been performed exclusively, and is the sole responsibility, of Exacta Surveyors. Additional logo or references to third party firms are for informational purposes only. 16. Pursuant to F.S. 558.0035, an individual ernployee or agent may not be held individually liable for negligence. 17 House measurements Should not be used for new construction or planning. Measurements should be verified prior to such activity. LEGEND: SURVEYOR'S LEGEND UNETYPE5:luwwomnancwrnmr BOUNDARYLINE IRON FENCE 5YMBOL5: 1 u"vne ornerzwx ia,rnr SURFACE TYPES:--— ® BENCHMARK V FIRE HYDRANT STRUCNRE OVERHEAD UNE9 F CENTERl1NE FIND OR SET MONUMENT l BRICK %, '� GUYMRE OR ANCHOR CENTERLINE SURVEY TIC LINE ASPHALT u or TILE i_:J A CENTRAL AN or DELTA _ CHAIN-UNK or WARE FENCE COVERED �I COMMON OWNER5HIP 0 MANHOLE WALL OR PARTY WALL CONCRETE AREA 12 TREE EASEMCNi WOOD FENCE CONTROL POINT "' -- G WELLUTUTY OR LIGHT POLE ........ WATER � WATER � V+t70D i • CONCRETE MONUMENT WELL EDGE OF WATER VINYL MNCE CATCH BASIN E EVATION E.O.W. EDGE OF WATER N.T.S. NOT TO SCALE R.P. RADIUS POINT A.E. ACCFSS EASEMENT (Q CALCULATED ELEV. ELEVATION NAVD88 NORTH AMERICAN VERTICAL R/W RIGHT OF WAY ANE. ANCHOR EASEMENT (D) DEED EM ELECTRIC METER DATUM OF 1988 RES. RESIDENCE C.M.E. CANAL MAINTENANCE ESMT IF) FIELD EL. ENCLOSURE NGVD29 NATIONAL GEODETIC RGE. RANGE C.U.E. COUNTY UTILITY ESMT. (M) MEASURED ENT. ENTRANCE VERTICAL DATUM OF 1929 S.B.L. SET BACK LINE D.E. DRAINAGE EASEMENT (P) PLAT EUB ELECTRIC UTILITY BOX O.C.S. ON CONCRETE SLAB S.C.L. SURVEY CLOSURE LINE D.U.E. DRAINAGE AND UTILITY ESMT. (R) RECORD F.F. FINISHED FLOOR O.G. ON GROUND S.T.L. SURVEYTIE LINE ESMT. EASEMENT (SI SURVEY F.O.P. EDGE OF PAVEMENT O.R.B OFFICIAL RECORD BOOK S.W. SEAWALL I.E./EIN .E. GRESSAGRESS ESMT. A.S.aL. ACCESSORY SETBACK LINE F/DH FOUND DRILL HOLE OANV OFFICIAL RECORD VOLUME S/GD SET GLUE DISC IRRE. IRRIGATION EASEMEN I 1 A/C AIR CONDITIONING FCM FND. CONCRETE MONUMENT O/A OVERALL S/W SIDEWALK L.A.F. LIMITED ACCESS ESMT B.C. BLOCKCORNER FIP FOUND IRON PIPE O/S OFFSET SCR. SCREEN LB E. LANDSCAPE BUFFER ESMT. B.FP BEARING WFERENCTOR FIPC FOUND IRON PIPE&CAP OFF OUTSIDE OF SUBJECT PARCEL SEC. SECTION L.E. LANDSCAPE ESMT B.R. BEARING FIR FOUND IRON ROD OH. OVERHANG SEP. SEPTICTANK L.M.E. LAKE OR LANDSCAPE RESTRICTION B.R.L. BUILDING RESTRICTION LINE FIRC FOUND IRON ROD & CAP OHL OVERHEAD LINES SEW. SEWER MAINTENANCE EASEMENT B/W BUILDIN WINDOW FN FOUND NAIL ON INSIDE OF SUBJECT PARCEL SIRC SET IRON ROD & CAP M.E. MAINTENANCE EASEMENT BLDG. BUILDING FN&D FOUND NAIL AND DISC P.B. PLAT BOOK SN&D SET NAIL &DISC POE. PUBLIC UTILITY EASEMENT BBLOCK FND. FOUND P.C. POINT OF CURVATURE SOFT. SQUARE FEET R.O.E. ROOF OVERHANG ESMT. r BMM BENCHMARK FPKN FOUND PARKER-KALON NAIL P.C.C. POINT OF COMPOUND STY. STORY S.W.E. SIDEWALK EASEMENT BSMT. BASEMENT FPKN&D FOUND PK NAIL &DISC P.C.P. CURVATURE SV SEWER VALVE S.W.M.E. STORM WATER MANAGEMENT C CURVE FRRSPK FOUND RAILROAD SPIKE PERMANENT CONTROL POINT T.O.B. TOP OF BANK EASEMENT C.B. CONCRETE BLOCK GAR. GARAGE P.I. POINT OF INTERSECTION TBM TEMPORARY BENCHMARK EDE. TECHNOLOGICAL UTILITY ESMT. C.L.F. CHAIN LINK FENCE GM GAS METER RO.B. POINT OF BEGINNING TEL. TELEPHONE FACILITIES U.E. UTILITY EASEMENT C.O. CLEAN OUT ID. IDENTIFICATION P.O.C. POINT OF COMMENCEMENT TWP TOWNSHIP C.V.G. CONCRETE VALLEY GUTTER ILL. ILLEGIBLE P.P. PINCHED PIPE Tx TRANSFORMER C/L CENTERLINE INST INSTRUMENT P.R.C. POINT OF REVERSE CURVATURE TYP. TYPICAL C/P CO INT. INTERSECTION P.R.M. PERMANENT REFERENCE U.R. UTILITY RISER LAB CA CONNRECRETTEE SLAB L LENGTH MONUMENT UG UNDERGROUND CAN CABLE TV RISER LB# LICENSE#- BUSINESS RT, POINT OF TANGENCY UR UTILITY RISER CH CHORD BEARING LS# LICENSE# - SURVEYOR P/E POOL EQUIPMENT V.F. VINYL FENCE CHIM. CHIMNEY M.B. MAPBOOK PG. PAGE W.F. WOODEN FENCE CONIC. CONCRETE M.E.S. MITERED END SECTION PLS PROFESSIONAL LAND SURVEYOR W/C WITNESS CORNER COR. CORNER M.F. METAL FENCE PLT PLANTER W/F WATER FILTER CS/W CONCRETE SIDEWALK MES MITERED END SECTION PSM PROFESSIONAL SURVEYOR AND WM WATER METER/VALVE BOX D.F. DRAIN FIELD MH MANHOLE MAPPER WV WATER VALVE D.H. DRILL HOLE N.R. NON RADIAL R RADIUS or RADIAL DM/ DRIVEWAY ELECTRONIC SIGNATURE: PRINTING INSTRUCTIONS: OFFER VALID ONLY FOR: Daniela Pelliciotti In cumplete accordance with Hunda Statute 412025 and Pursuant to 1. While viewing the survey In Adobe Reader, select the the Electronic Signature Act of 1996 or Flonda Statute TITLE XXXIX. "Print" button underthe "File" tab. Chapter 668, if this document was received electronically via PDF, then it has been lawfully Electronically 5 geed. -herefore, this survey 2. Select a printer with legal sized paper. F — — — — — — — — — — — -- PDF, if authentic, is completely official and in_urable In order to validate tre-7ect,onic Signature'of PDF surveys sent via rr: s•,_,urvee,t.,is. loin, 3. Under"Print Range", click select the "All"toggle. you must use a hash calculator A free hash calculator is available for 4. Under the "Page Handling" section, select the number download at ' ro otdu ro va6dare the Electronic Signature of ony survey PO( .: r.' n., of copies that you would like to print. 5. Under the "Page Scaling" selection drop down menu, v. wir.-wrvcysrars:cm OFF Duwnluad the Hash calculator avad.,ble x select "None." 10 _. Sove the Survey PDr onto vour computer Irom wwwsurveystars.eom 6. Uncheck the "Auto Rotate and Center" checkbox. °i'i°mt,ieerndtlsent RomwwwsurveyseesCoo) 7 Check the "Choose Paper size b PDF" checkbox. p y OF FUTURE SURVEYING SERVICES 3. Click the square Brovne button in the upper right hated corner of the Has, Calculator to find and select the saved Survey PDF document, and click 8. Click OK to print. p THIS PROPERTY, the COMPuTEbutton inthe lower right hand co eroftneHashCalculator ON 4 Compare the 40 digit stung of characters in the SHA-1 hue to the 40 digit TO PRINT IN BLACK+ WHITE: SHA- l characters for the survey in the job file in www.swveystars core which 1. In the main print screen, choose "Properties". "Offer valid for fence stakeouts and additions to the is also printed on the invoice for that sarvey existing structures only. Valid only forthe buyer as the invoice 2. Choose "Quality"from the options. p listed on the first page of this surve for u to one P9 Y P S.Ifihe40digrtttring ofSHA-I characters cite exactly the same on (crinth—evoyfileatmwsurvrsstarscom)asthey are inthe Hash Calculator 3. Change from Color" or Color" to year after survey issuance date, Total discount not to men this PDF, authonnc IfThr 40digir srnnq n° harcterS does not match exceed $500. exactly,t^cnTors-rn i., I-u::Temrer,.fwt,andrti<not TuTI—Tic "Gray Scale" ` — — Exacta Land Surveyors, Inc. www.exactaland.com P.866-735-1916 - E866-744-2882 LB# 7337 11940 Fairway Lakes Drive, Suite 1• Ft. Myers, FL 33913 I .. .. . . . .. .. . . . . . . . . . . . ... . . . . ..0 KEY PLAN SCALE: NTS INFORMATION: ZONING 'I SHORES I CATEGORY NEW TRELLIS," DECK I I PMDU LOT 4, CORRECTED PLAT OF GOLF VIEW ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED :N PLAT BOOK 41, PAGE 58 OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY. FOUNDATION SYSTEM CONSIST OF SPREAD NON BEARING FOUNDA :ON BEARING ON COMPACTED LIME ROCK OR UNDISTURBED LIMEROCK. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL LATERAL PRESSURE OF 200 P.S.F/ FT INCREASED TWICE AS PERM'T BY FBC — 2017 1807.3.2 ENGINEER OF RECORD SHOULD BE CONTACTED ,F AT TIME OF CONSTRUCT'ON A SET OF CONDITIONS DIFERENT FROM THE ABOVE STARTED ARE FOUND. MATERIALS: ALL WOOD MEMBERS TO BE SELECT STRUCTURAL SPRUCE P NE Fb =1250 psi Fc =565 psi Ft —700 pss CONCRETE 3000 psi IN COMPRENSSION AT 30 DAYS FASTENER AND CONNECTORS: ALL CONNECTORS TO BE GALVANIZED S THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA Bl, LDING CODE 6TH EDITION. . NDS 2008, ACI 318-11, ASCE 7-10 gECEIVED M 18 2019 BY: THEPATIODISTRICT THE PATIO DISTRICT 3305 NW 79 AV. MIAM — FL, 33122 PHONE: 786 — 518 230 www.thepatiodistrict.com ,o11.1!ll;, , .SSE k,(i ERA ,�+, , yNo 8`L545*, OPE�KI�i'fRELL15`, &`DECK 10585 NE 6 AVE MIAM: SHORES, FL OWNER NAME: DANIELA PELLICCIOTTI GENERAL NOTES REVISIONS CL :L Z I NO. DATE DESCRIPTION WIND LOAD PARAMETERS: DRAWING 3 SEC. GUST SPEED = 175 M''H IDENTIFICATION EXPOSURE D DESIGNED BY: DCO GCp = 0.0 NOTE: OWNER HAS BEEN INFORMED THAT DRAWIN BY: DCO STRUCTURE SHOULD NOT TO BE ROOFED CHECKED BY: LOADS: (ASCE 7-10, FBC-2017) DATE: 08/08/18 LL = 20 PSF TRELLIS: SHEET No: DL = 10 PSF (SO,ID WOOD) A 1 NOTE: STRUCTURE DESIGN FOR UN OBSTRUCTED FLOW, NO COVER SHALL BE APPLIED . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... U � ' "' ' "• • • o LOT 3 0704THEPATIODmTRICT . .. .. .. U NO OBJECTION �_, . . .. , LO Florida Health Miami -Dade County THE PATIO DISTRICT O.S.T.D.S. & Well Program 3305 NW 79 AV.MIAMI - FL, 33122 =•r�n^' ` ' ?j �� -�i 'p PHONE: 786 - 518 2307 • :�j.- '•'-:-•• • • °°D Application No.: O www.thepatiodistrict-com •�• • • Date: n r ' '-'-35.a' N 89°57'3C" E 149 97' (M) 2 Z� �i Signature / FIR° N 90°00'00" E 1 50.00' (P) 1/2" FIR INO ID D NO ID 1050 GL ,,' O W G �/ SEPTIC TANK O y \\ BY OTHERS D � j / — I 1500 `\\� E;FAL 61t� RYPQO / TRENCH �� ti:. C : P; i -�_�__ DRAINFIEL4 35.0' , BY OTHE�� No. 82545WIVI A 11\1 LOT 4 2 STY. 2' o �' ' x'Wk- RES�� #10585\ o ° ° ° D 4 p OOD W O 10585 NE 6 AVE P RGOLA I O _ L MIAMI SNORES, FL OWNER NAME: 0 DANIELA PELLICCIOTTI D CK 0 0 O O GENERAL NOTES o o O oQ :CONC: 0/w ° ° ° -11� T V 1 p ui ll. l z .o ° ° ° ' ° ° ° 16'-3" SIDE (n o °� �- J 10'-4" 24 SETBACK REVISIONS «� o Dr_ TDAf1V NO.1 DATE I DESCRIPTION O O I 0 o i1 , ° - 5 90000'00" W 150.00' (P) Q 0 1/2" FIP 5 89057'29" W 1 50.05' (M) /v a ` NO ID B.C. LOT 5 1 /2" F I P NO ID SITE PLAN SCALE: 1 /16"=1'-0" DRAWING IDENTIFICATION DESIGNED BY: DCO DRAWIN BY. DCO CHECKED BY: DATE: 08/08/18 TRELLIS: II SHEET No /W .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ECK PROJECTION •• • • • • ••• •• a • • • • • • • • ••• • • • •• • 13'11" V 27"x27"x27" CONCRETE FOOTNG 16'-3" SIDE SETBACK f,'7� FOUNDATION PLAN TRELLIS SCALE: 1/8"=1'-0" 6"X6" WOOD COLUMN REBAR 112 I CONCRETE FOUNDATION 27'X21' I 10'-4" REAR SETBACK FRAMING PLAN TRELLIS SCALE: 1 /8"=1'-0" 3D FOOTING BEAM SPLICE COLUMNS DETAIL NTS 2X10 WOOD LEDGER TO CONCRETE TB WITH 1/2"X4"EMBED REDHEAD GALVANIZED TRUBOLT ANCHORS @ 19"O.C. 4X8 CEDAR WOOD RAFTER TO 2X10 PT WOOD LEDGER WITH LUC 26Z SIMPSON B-CKET —(4)-10dx1-1/2 NAILS TO RAFTER (6)-10dx1-1/2 NAILS TO LEDGER APPROVAL FL # 10655—R3 1 2 — 2"x10" PT WOOD BEAMS ATTACHED TO W (2) 1/2" DIAM TNRJ BOLT 4 x 8 CEDAR WOOD RAFTER ATTACHED TO (2) H2.5 SIMPSON TIES WITH NOA APPROVAL FL # 10456.11 5 — 8D NAILS INTO WOOD RAFTER 5 — 8D NAILS INTO WOOD BEAM 2 x 4 PT WOOD ATTACHED 2 — 1 DID NAILS @ EA RAFTER 5)— 6 x 6 PT WOOD COLUMN TYP 1_ 16'-3" SIDE SETBACK 1�%THEPATIODISTRICT U-- . .. — .. -- THE PATIO DISTRICT 3305 NW 79 AV. MIAMI — FL, 33122 PHONE: 786 — 518 2307 www.thepat;odistrict.com L,yG ERIN,Q v,C'. = T' �. •tip '%. No.82545 ;. � ... f-; 04/T�E yl� K 10585 NE 6 AVE MIAMI SHORES, FL OWNER NAME: DANIELA PELLICCIOTTI GENERALNOTES REVISIONS NO DATE DESCRIPTION DRAWING IDENTIFICATION DESIGNED BY DCO DRAWIN BY: DCO CHECKED BY: DATE: 08/08/18 TRELLIS: SHEET No: A3 • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . '• ••• 2-AO4•IiT WOOD AATTICE ATTACHED TO 2X8 WOOD BEAM WITH (2)10DX3" NAIL @ EACH RAFTER •• • • • •• ••• •• '• • ' ' ' • '• •• 2 x 4 CEDAR WD RAFTER (1) H2.5 SIMPSON TIES (5) 8D NAILS INTO WOOD RAFTER (5) 8D NAILS INTO WOOD BEAM APPROVAL FL # 10456.11 (2) 2 x 10 PT WD BEAM TO 6X6 PT WOOD COLUMN WITH (2) 1 /2" DIAM THRU BOLT. 6 x 6 PT COLUMN - PROVIDE FIBERED ROOF COATING AROUND EMBEDED PT WOOD COLUMN FUNDATION NOTE: NEW 27" X 27" X 27 FOOTING 3000 PSI PROVIDE 2 # 5 ON EACH DIRECTION AT. TOP MIN 3" RECOVER SYNTHETIC WOOD DECK• 27" SECTION A -A' AT FOOTING SCALE: 3/4" = l'-O" 5 44 511 511 1611 MAX 10 6" 411 2711 0 O a �a e o 0 ' a o B g e m H2.5 SIMPSON TIE LUC26Z SIMPSON BUCKET APPROVAL FL # 10456.11 APROVAL # FL 11169.3 CONNECTOR DETAIL SCALE: NITS CEDAR WOOD RAFTER LUC26Z SIMPSON BUCKET APROVAL # FL 11169.3 ATTACHED WITH 10DX1 Yi NAILS 2 x10 PT WOOD LEDGER ATTACHED TO EXISTING STRUCURE W 1/2 X 4" EMBED SIMPSON WEGDE ANCHOR • '8" OC LUULOL UUrvrvGUI� 2X4 CEDAR WOOD RAFTER TO 2X10 PT WOOD LEDGER WITH LUC 26Z SIMPSON BUCKET (4)-10dx1-1/2 NAILS TO RAFTER I(6)-10dx1-1/2 NAILS TO LEDGER APPROVAL FL N 11169.3 2X10 WOOD CONCRETE TB WITH 1/ REDHEAD TRUBOLT ANCHOR', LEDGER SPLICE DETAIL SCALE: NITS CEDAR WOOD RAFTER H2.5 SIMPSON TIES WITH NOA APPROVAL FL # 10456.11 2"X10" WOOD BEAM (2) 1/2"GALVANIZED THRU BOLTS AT EACH POST 3D ILLUSTRATION - FRAME SCALE: NITS TIE THFPA—IODI5TRICT THE PATIO DISTRICT 3305 NW 79 AV. MIAMI — FL, 33122 PHONE: 786 — 5.18 230 IHann4nrl�c+��+ EA4'�ae�trg!�1 •s� '% No.82545( 1` Z \ DPEN`T ELL I DECK 10585 NE 6 AVE MIAMI SHORES, FL OWNER NAME: DANIELA PELLICCIOTTI GENERAL NOTES REVISIONS NO. DATE DESCR'OTION DRAWING IDENTIFICATION DESIGNED BY DCO DRAWIN BY: DCO CHECKED BY: DATE: 08/08/18 r 19:7_\AII,[0 2"X6" PT RAFTER WOOD 2"X6" PT JOIST WOOD LUC26Z SIMPSON BUCKET APROVAL # FL 11169.3 (6) -10D 1 1/2 NAILS TO JOIST (4) -1 OD 1 1/2 NAILS TO RAFTER CONNECTIONS BETWEEN JOIST DETAIL SCALE 3/4"=l'-0" -- 2"x 6" PT RAFTER ATTACHED TO END JOIST W/ LUC26Z SIMPSON BUCKET (6) -10D NAILS TO COLUMNS (4) - 10D 112 NAILS TO RAFTER SYNTHETIC WOOD 2"x 6" PT END JOIST ATTACHED TO COLUMNS (2) 1/2' DIAM THRU BOLT GRADE 4" X 4" PT COLUMN FUNDATION NOTE: NEW 30" X 30" X 30" CONCRETE NO REBAR REQUIRED CONNECTIONS JOIST TO COLUMN DETAIL SCALE 1/2"=1'-O" SYNTHETIC WOOD 2"x 6" PT JOIST ATTACHED TO END JOIST WILUC26Z SIMPSON BUCKET (6) -1 OD NAILS TO JOIST (4) - 10D 112 TO TO RAFTER 4"x 6" PT JOIST ATTACHED TO COLUMNS LUC26Z SIMPSON BUCKET (6) -10D NAILS TO JOIST (4) - 10D 112 NAILS TO RAFTER 6" X 6" PT COLUMN CONNECTIONS JOIST DETAIL SCALE 1/2"=1'-0" 2"X6" PT WOOD 2"X6" PT WOOD LUC26Z SIMPSON BUCKET APROVAL # FL 11169.3 (6) -1 OD 1 1/2 NAILS TO LEDGER (4) -1 OD 1 1/2 NAILS TO RAFTER 2"X6" PT WOOD 2"X6" PT WOOD LUC26Z SIMPSON BUCKET APROVAL # FL 11169.3 (6) -10D 1 1/2 NAILS TO LEDGER (4) -10D 1 1/2 NAILS TO RAFTER LUC26Z SIMPSON BUCKET APROVAL # FL 11169.3 CONNECTOR DETAIL SCALE: NTS THEPATIODISTRICT THE PATIO DISTRICT 3305 NW 79 AV. MIAMI — FL, 33122 PHONE: 786 — 518 2307 www.thepatiodistrict.com %",M!/ Mi 'CWSIULLRINCfl No.82545 r 1 y � .�r%R,� OPENTRW .ICK 10585 NE 6 AVE MIAMI SHORES, FL OWNER NAME: DANIELA PELLICCIOTTI GENERAL NOTES REVISIONS NO. DATE DESCR:PTION DRAWING IDENTIFICATION DESIGNED BY: DCO DRAWIN BY: DCO CHECKED BY: DATE: 08/08/18 TRELLIS: SHEET No I A5