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DOCK-13-1492Miami Shores Village Building Department JUL o NN 5 gT � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 201 c) Permit No. Master Permit No.�- 1 y Permit Type: BUILDING ROOFING JOB ADDRESS: 1" 0o �J • j� City: Miami Shores County: Miami Dade Zip: ,3 11 3, Folio/Parcel#: I I"3 A-0 51 - p I A Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): NA 0 i tO Q of Cl &jj Phone#: Address: 00 KA. t I O?� d �S� . a City: t a% s State: tI Zip: . I Tenant/I.essee Name: Phone#. Email: CONTRACTOR: Company Name: Phone#: Address: i City: ALq l,QCCZ,12� State: F1 -L Zip: -3 C 1 Qualifier Name: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer• Phone#: t'F ► 3oocD-7S Value of Work for thU Permit: $ r C' Square/Linear Footage of Work: q .� . Type of Work: OAddition ❑Alteration ONew *Repair/Replace ODemolition Description of Work: IIS fl_� V "e— Color thru tile: Submittal Fee $_41D - Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EWROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement mus be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence such posted notice, the inspection will not be approved and a reinspection fee will be charged. � A '�� MN� Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 15, by i' , who is personally known to me or who has produced As NOTARY PUBLIC: whodid ttaatk oath. Denise McUeeney ;COMMISSION # EE 169870 FEXPIRES: FEB. 15,2016 www.AMNNOTARY.com Sign: Print: be IIS 1.54e, �°it 1 t f n f My Commission Expires: i't? . 15 r 201r, APPROVED BY 2-11Inds I-1 The foregoing instrument was ac owledged before me this day of 20 _3, y — J Rm eS I Zt� t who is personally known to me or who has produced e as identificatgp and who did take an oath eo Ypa°� Denise McWeeney NOTARY PUBLIC:A-14"t"0 **--W COMMISSION#EE169870 EXPIRES: FEB. 15 2016 www•AARONNOTARY.wm Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10nX?)(Revised 3/15/09) Sign: Print: M My Commission Expires: r—" • 15 o i6 1� W Zoning Clerk PERMIT # 1C-3 -- I t 9 Z CONTRACTOR:SUBMITTAL DATE: 1 I l ADDRESS: NAME: 5-01,4Z RESUBMITAL DATES: PROJECT TYPE: y ZONING't i. '` FIRE STRUCTURAL IMPACT FEES ELECTRIC `� HRSJDERM PLUMBING OC MECHANICAL i `` -J JUL 0 5 2013 Miami w'nhoresVillage, a Department 10060 N.E.2nd Avgnus 1Mlami StWM Fiodda 83138 Tei: (305) 795.2204 Fax: (305) 756.8972 , MIAMI SHORES VILLAGE , NOTICE TO BUILDING DEPARTMENT IN ^WARI"a— a — --- - - - THE FLORIDA BUILDING CODE ' (ft) hie been by 0 � ffe*),v the Flodde t3wWN cuff st the r to PeIbm V0dW kqxdw Wvku uWw (daK I am a archfted or pmfwwonal engi r �r t� hr � poled � as of PROCESS NUMBER& SPECIAL INSPEaOR FOR PWNO, FBC 1822.1.20 (84404.6.1.20} SPECIAL INSPECTOR FOR 13 Com- TRUSSES -"-V LONG OR V NIQN 231IL17.24.2 (R441�.8.97.2.4.2) ECTt t F( t 8 O8CED MASONRY, FOC 29224 WWAA) 13SPECIAL SECTOR FOR STEEL COVNEC71ONS, FBC 2218.2 (844918,5.2] t ❑ SPECIAL INSPECTOR FOR SO. COMPACTION, FBC 18=1(R4404.4.3.9) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHR9ENTS, 5 iI.42) 13 SPECIAL INSPECTOR FOR FBC 1827.12 (8440 MOts: 0 msrlcst boxes stDplj/. 1. The f0bwing Individuals) dyed by this #rrn or me are authorized representatives to peTtorm Inspecdon 3. 2. 4. Cid on 611orAm t e Miami hones . Y®fiitisg Building die art ent 10060 N.E2rd Avmw Miami S Florida 33138 Tad: (305) 786.2204 Fax: (305) 756.8972 MI SH RES VILLAGE NOTICE TO BU LCING kE ARTMENT FN.��atrN c- ontie3belwxWdnxkmaof 13—:— (dd* d am a registered arcited or professional end licensed In the Side of f left PROCIMMUM&I SPECiAI. �iSPE{,"{'(�t FOR PI1.iNt3, F!� tS`i2.t.2tr (R4�i4.8.t.24} D S OPAL ACTOR FQR TRU E W LOW ORV fW 2319.97.2.4.2 (R4449,6.I'MU) n SPECIALWSWORiR WFORMWWiRY, FSC MU(R4WU) a SPECIAL INSIWI'ORFORM i. WMECTIMS. FSC 2 HU VMS" • 6PE K OPWroft FOR tom. COWACMK FOC1823.1(R44K4.3.1) D SPECIAL. INSPECTOR FOR PRECAST XTS &ATTAMMM, FBC 1W.12 (R4405.9.12) t3 SPECIAL WWWOR FOR { : O* ft nwW bww appy. . TM f 0oft bdWual(s) wpb* by this firm or me are author repmserb#vn to perbim i open � I. 2. *Spedet lmpckn Ufting aulh ftW rWeserfttlivee shelf kure the au wftW repmrWift is WOW by adkotan or Kansans to perbm the duties aWgned by the *M Inseor. The cpraiHicdm shelf Include lcww m as a pm nal or arm grWrrdm fmrn an anginseflng education program In oM or rfng; graWdon tion an wditcbW s&wakn program; a=udW compMon of the PIGS' . Fundenverital E=Mnsfon, or regIstrdan as bAft hpecW or general 1, (VA) vd nosy MWW Shores Village Uft Iepsrbrwe of any changes regarding NOWInd WMW ping Inspedw L01— I.. wa_� , M3 *I LM O;k ,fir (NO ®) S FGfM Rav PPE1er' (NO Q N 152.56`(R&MJ LOCATION SKETCH SCALE: NTS ME R LEGAL DESCRIPTION:. LOT 21, BLOCK 5, REPLAT OF TRACT "C" OF MIAMI SHORES BAY PARR ESTATES, ACCORDING TO THE PLAT THEREOF,;AS RECORDED IN PLAT BOOK 64, PAGE 97 OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA; -LESS THAT PORTION DEEDED TO MIAMI SHORES V.19L, LAGE AS RIGHT—UF—WAY, AS RECORDED IN OFFICIAL RECORDS BOOK.1343, PAGE 232, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA AND THE Cj5 CERTIFM TO: NORfioN•LEE BARCHAN AND MRCAM BARCHAN,. HIS WIFE 1600 N E 1031' ST REVERSIONARY RIGHT TO THAT PORTION OF LOT 21, BLOCK 5 DEEDED TO MIAMI SHORES VILLAGE IN DEED NOT VALID UNLESS EMBOSSED WITH SUR�1/.EYOR'*,SEAL `'dap MIAMI SHORES, FLORIDA 33138., NEAL• S.-LITMAN, P.A., ATTORNEYS' TITLE INSURANCE FUND, RECORDED IN OFFICIAL RECORDS BOOK 1343, PAGE 232, OF THE PUBLIC RECORDS OF MIAMI—DARE COUNTY, INC•, HOMEBANC,MDATGAGE CORPORATION, ITS SUCCESSORS AND/OR ASSIGNS, ATIMA. FLORIDA. ABBREVIATIONS• SWC-SIDEVW" CSS=CONCRETE BLOCKSTRUCTURE, CLF=CHAIN LINK FENCE, PL=PROPERTY UNE, DUE=DRAINAGE UTILITYEASEM ENT, IP -IRON OIPE, F=FOUND, AIC=AIR CONDMONER PAD, PIC=PROPERTY CORNER, DIH=DRILLED HOLE, WF=VMODEN FENCE, RES -RESIDENCE, CL -CLEAR, RB-REE;AR, UE=UTILITY EASEMENT. CONC=CONCRETE SLAB, RW4UGHT OF VW►Y, DE=DRAINAGE EASEMENT, CIL=CENTER LINE, O=DIAMTER, TYP=TYPrAL, M=MEASURED, R=RECORDED, ENCR=ENCROACHMENT, COMP=COMPUTER, ASH=ASPHALT, N1D=NAIL & DISC, S=SET• FEE=FINISH FLOOR ELEVATION, O/S=OFFSET, PIP=PONERPOLE, O"VERHEADPONERUNE, WN=VIWTERMETER MASONRY ODFENCE=L= ELEVATION BASED ON LOC. # CONCRETE= e•: ,••: •:.•i .••t V-8 :.I .., MAINTENANCE&DFWNAGEEASEMENT-M&D.E. CBM# ELV. TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIOWAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IFA(VY,AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE I HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. A- _jsk�' ADIS N. NUNEZ REGISTERED LAND. SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 BLANGO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865-1200 :LOOD ZONE: AE SUFFIX: J ANEL: 0093 COMMUNIT` )ATE: SCALE: DWN. BY 4/29/04 1"=20' F_Blanm Fax: (305) 865-7810 120652 04-870 1 . FIRST-CLASS U.S. POSTAGE P PAID RKMA FL PERIM NO. 231 713398-6 THIS IS NOT A BILL - DO NOT PAY NEW BUSMM PV MAX NAME AND FOUNDATION INC CC * E130007S 741105-1 DOING BUS IN DADE CO OWNER MAX MARINE AND FOUNDATION INC S T of erg YORKER/S 6 SPECIALTY ENGINEERING CONTRACT 1 TM 0 +W.T A LOCAL XBOW TAX R DOER NOT pmw 7HE HOLDER TO VIOLATE ANY - ZONING LAWS OF THE DO NOT FORWARD COUNTY OR CRIES. MOR ' SES R' F]askwi TIM HOLM MOVI AMOMM MAX MARINE FOUNDATION -INC BYLAW T+� .AND JAMES MMENYIE JR PRES NOT A UMaO1D"UUMBWA- 1323 N 31 RD Tw HOLLYWOOD FL 33021 . PAYMEMT RECEM IAL TAX 04/16/2013 02290009001 00 75 00 1 •gyp iy i ii# I SEE OTHER SWE . ... ........... . - - ------ - ----------- - - ORESvILTION N 0 ELECTRICAL CONTRACTORS INC, MIAMI SHUJI�Jl L 1 NW 58TH PL. MIAMI, FL 33012 RAL I - DAM 1/2 Conciuit 3# 10 N P.A EL 30AMP a0 G F s13n/Of f wittil MOTOR 112 Conduit 1 1/2 conduit: GFT 204 Motor 30A rCHMICAL3/4 Conduit Lioht 20A J B 112 '-'ondult j - i 3# 10 - BL G. 3# 12Btack 3# 12 \./ In 1 + e-- Photo Cell to Light 4B.9 CT TO 4'-'0MFLlANCE WITH ALL FEDERAt Green 1�0 F ND COUNTY RULES AND REGULAT14-. Red White Greer) Black White Aft IN � Greei ^ k CJ va (;IT MOTOR Greer) Mack White Light Light Light, Light JUL Dock Power Barchar Residents 1600 NE IC3st Miami Sho,',es, FL 33,138 13 . .............. .. 4 ...... . C. . . .... ..... ........ . ...... '0 4- tk••p•e-L15r,�Ew�� .a.. .9... r.d.v .. r-ow4.m. rss C ro wq-.mrvuys9vwYf .•P?I•••..•.4reA. s.a ... - 9-T- 7. ar . .... I .. ... 4j? . ....... .. . ... • 4r 7 . ,..fl `M� P-1 .. ..... .. . . ... E-: Edward A. DER P,.. 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M- iiii 1 1 3DSD 2050 1 towo on 2100' WN1 Dente. 2M 1350 100 40D Im ftl 1 2 Isso 1100 lQ9 so 1 2I)I)0' ileftwo moi Nom eorm 1050 100 Be 1850 1.100,000 ft.rDenn NOZ 1700 1700 818 IOD 90 480 w 1700 Isso IMOM No.2--Non-Dere ISIX 826 96 40 100 1,700,000 111 No.3 1350 775 90 480 Ing 1.400AM 050 4m so 05 97� IAM;OW 815 SIX RD --170V 565 as IAIMAW --fxoow m l. low 4'Wo 300 261) so 565 Im lxo= fet 175 so 565 975 1,300jp(� SdW Stuctural 90 600 2150 'IADD= 2M 2W 14W 90 so 9M NOA Deno 1200 op 400 Im N*.1 17M 9w 90 am 1900 Nto Non -pangs 900 OW 1 go 565 1750 M" Domlm 1460 am go 46 low. IAOAOO M0.2 775 so ow 17W 1.7m00D RO-2wrl-ft" 1900 725 90 60 low 1,#WWD 16.3. 1150 ift 90 480 law 1 00 sw 7W 425 '90 as m IAW'OW MOM MW I=90 WD um l== I=, so SOS Im - Imooll) Im 1160 90 480 1750 117001000 go ow 1800 140%m NO.1 Mri-bww ir wkIs low so m low t1w.6156 NCL20enso 1350 725 so 480 ISSID IX0.000 Not 1400 m 90 SIM 1700 11700,000 NO-ikon-Denss law. 65D so w 1550 IAM,000 No.3 1700 1W .90 480 1460' 1.4001 40D 60 $7f 1491o0610 r•+etftftuCtur81 2180 Iwo SIM 2000 fl^wo gm m low Imm Print - maps 160ONE163rd S�Manfl,,FL33138 I My Notes baskmm, mW wdn . . ............. > c I Lu of I ;a rn 131-M 0 Z no 0 0 0 R. Aill d� "CO �j C-3 z m L—W I - IWC R c;:r.'i�esu-rry='7 •et 'ijt��fy' �t - C�"i 'y 88342 ffiAT GFTRC#181E91'Sts664.97 wrMOSSOMM • ' • BedelBat own Fob 1j � �1.ej2g FftpudyAddre9s 9O01EMW Owe'" NDA7�d4L-tel SW NlitOARff BARCHAN ' >rfalMgAddress 1�1�1Q3ST MMSHOWFL 3313B -M Pdmaryzmm tot SMF Y-Ut32aso UseCade OW1-SBif3LEMW 88342 ffiAT GFTRC#181E91'Sts664.97 wrMOSSOMM • ' • BedelBat own Year ..�- Land Vduo I BuIIdtg V" S LWIM U,ft 1 A4 Bt FootW Lot Sttm 8,733 24M SO Fr Yaw Bunt low 88342 ffiAT GFTRC#181E91'Sts664.97 wrMOSSOMM • ' • a,rnad Year ..�- Land Vduo I BuIIdtg V" S Merle t Value $1, Assessed ; �ttern Yntc:'mvoileas - Clerant Year 28t2 Ham 2nd Ho: rm: stand 2411 VeMran t3illlhlit � . PN1 Au'�li+hartpgtaPkytrD� + - 88AY RSSE.Y3W FrCPtffi Consul Pry Year 2M gFkti b previous County 2411 swwolBoard 51;170,BTD chy tiC1.Bt>g. t,9144,8t8 $MOM St E 4if.81�,386 $$t►� . W4UM � Snte intim A tlN�e Cods aravhm IN .2Dl1 gine t347&39td 9cvtlJcit 115384848 •afitcdtttas $15BR1MM �ea.vd3clnme F=Mln=FARdMVmWwfbrmW on & a b A ar b 0 m as ftoda wftasw 0 Fw(dsd I I im ifaa ats"iara4yd at�ael WII' eatr�6y��r�t€ed�ee�re8' 16rx�.�A�mtD�Ca�r$� te�tkmtAtu Of I 3!2033 1:3 PM U h y Pi f iv.4 .? J ti �^ J 7' • Biscayne ..day �. Or Bewator To .Be Removed and Reinstalled Fsisitrig Moaning l�r7e lU' 1Q'----*- Altar Me Food Baal To Remain I tlft To Be Removed 37 �* i3 13 J3 -8 I 50'-6* /r B, Alter The Fact Boat Existing Aactc and Lift To Be Removed Dock Piles To • _ ,�� • . � Replaced . """`-'� .. .. .. ... _ ... �'�'�,, .. . , .. _..- . -1 h � +6" t8, . \&Ubg Secwao with Satter • :. . , P#w and '7b* Remain DERf.-A CO STAL _ cii® r��E n EV 4 Lot 21 Mock 5 MIS SHORES .BAS' PARK Site Plan !Plat Book 94 Page 97 male. J 1D Dade County Fiorlda See attached survey for exact property information,.' ATF Doc,/Bqa 't#s Alston Barclian 1600 Ate 10 Stmet M iRMW 3313$ -parr ALS PC hw Pr lhowe Paloe Mb d A,E E'. t....,., s ..... .. ... .. ... .. ._... Serle 1/ at i . 0" 1. 5106 Trex Decking with(2) S.S. Dock Screws per srtringer 2. 2x8 stringers 0 16" max spacing. Jkt i O subs ager with (2) thru bolts 0 plies. 4, um' nne tr©p Simpson `strong-7ie'" HTS12 a Florida # FL538 DERM C STAT. CTION N �� Rqr? Na4„01RRRCO STIR ® 4013 ups 4,0/74`�4D�& des A3 , • • , • ., 1 Dock -Piles Existing Seawall with Rock Rubble at boss to Remain above MHWW, Q. L. L5 • • . ' ,�ll..i�. Et, •_ tis t..•.�,.. .�•.,. � ...._. �.., •.,•_.�....:•T•,•. ..�.,.,., � .,..-.:. ...-......._,..:_...••....,,•.,.......,•. •,.,,,.., . ' Existing Berm • , r---�---T— —,�—---------------- •bT--••••rte----- — ------ _------,•••----f1----•1.•T--T s --T---•>7--------------•---- 7. ..Tvz?iQal Section =DE::: 1. 5106 Tr�ex Decking with(2) S.S. Deck Screws Scale 114" 1'- 0" a��Rcbasa/per stringer, 2. W stringers 0 16' max spacing. ��� � RES:♦7r8 ., • :t 30.00 substringer with (2) that bolts 0 piles, 4. Hurricane Strop Simpson? '�'trvng�To" M°l512 .................... .rte �• �� ;.:_ : tea_ _. ���_:� .Y� _�. �_ M ._ .�...��_w�� _. _��_.:.�.:._� _�;�_.:�.. _._., AT' DODk Bgat!Jtfs wtt� Norton 6ar�ian o+� 16W NE to Streat asia�w t�j �liatni fWda 0138 act y� EdWord A LandM t Pr NWfAMR 9 no X =Of6 A P met d Boat Supports 10' _. ° 3x 1©x 16' rough sawn 6061 aluminm channel 0 8.211 attoch to new. pile with (3) 314" stainless 2 1 steel althread with S.S. nuts and washers 72" wood dock pilie driven nn i to 10 ton bearing capacity �Q t t C Q �!e ��.[ 4 2" Sch 40 x 1 ON long . PVC pipe ('guide Post) (2 1 home Coble size & (safety in rrgFn) ..-•_.�, .,..... _., .,,..., �.�.,._� ... __,..._ wrwos�i4wMisr-_�1MMr••r*e�YwMi..s..R 9u►w—Tn----- power motors, - (2)," x 50' stolniess . . 12O1201A steal cable 4 • part (4.90) 24011 OA �' din' (Key Into Rock) Ir ���� 2" sch. 80 x 12" • 0 � aluminum pipe I s nylon S6cti©n 0 .boa + lift �, r? wheel (typ �) (2) aluminum -channel tic °asp/ • �.� �' 12x3 x 59 314" long o,�s "Y��`a,` ,Track mount -with ' • * . ��.t� n� Se {2) 0 thru bolts (2) cradles per !lft; • Y�, ��s•; �,. 12H )i .31 7W. x T .62 x 8' long .. 1. 514x8 Tr�ex Decking with(2) S.a. ` Deck Screws . . 3f'4"rd x 2 1, 4' ; 2 •112" x 10" 0 14.,? l�•Bearn ; per ,stringer, A325 bolt aluminum plates {free to rotate) 2. 2x8 str7ngers a 16� max spacing. ' —Z 3(42x1O substringer with (2) 1 thry bolts 0 piles. 1 "0 stainless steel pin 4. Hurricane Strap Simpson 'Strong–re" HTS12 (double shear) (2) 38" x 4"x 4'x 16" Florida # FL.538 aluminum angle T r is 1 Seotion Scale:.......1 f2."...- ....1.'..-O (2) tracks per lift.• q 12H x .3117W x , 62 x 25' long MAIF- 0 14.291 1-8sam r% nc_ Ate' Do9k Boatlitfs r Norton 9archm a►t� Iwo Nt; 103 St"t toe to 1� Word Rani 3136 PE Ina rUt IM 6 • � m� 519 r 4FGfREK NOTA PILE ORMNONOTES 1) Construction to follow Florida Hulloing Code 2010 ea cion and 1) P06 driving operations shall be obwved by a special amendments as appftcoble and all Local, State, and Federal Laws inspector, .test pla sufficient to determine the 2) tkensed Cantraator shop verify the . existing congas prior to upproxirnate required to meet design capacity., commencement of the .work Any conliicts or ambsfons between 2) . Pr%s shall. be dr7r`w using an apptaved citshian block existing conditions or the varlous elements of the wdriang drawkV shaft be brought the otte�ttton UM. C09ineer. to the conststina, J of nate al so orranged so as to provide the . .. • -to of -prior commencement of the • work. the Wmied Contractor and all sub— . hWsmLQan of. the, hammer conbodors are mpm. for oil lines, alevatlont and measurements 3) Pr's shall be driven • to required capadiy a minimum in cannach'on with their work, of 8 feet into berm, 3) io not scale drawings for dimensions 4) Pries shaft be drhren with a drop hammer or gravity 4) Any deviation and/or substituiian from the Information pmWed• hammer prod the hammer shall wet h no less than .herein shalt be submitted to the Engineer for their approval prbr• J000 pounds, and the fall of the hammer shah not to commencement. of.. work 5) AN unantklpated or unforeseen demodtron andfor new construcft 5) Pts shd be ddm with a varksb'an of not mats candib'ons which require dovfailan from the plans and notes herein than 114 inch per foot from the v wftl, or from the shaft be repoded to the Engineer prior to comrnerrcerr rt of work bafter lbw Inddkoted, with a mm dnwm tAorlation of file 6) AN new work andfa' moteflals shd conform to all requirements heart of the pie from the positbn shown on the plans of each adminktr'aHm body booing jurisdiction in each pertaining of not more than three! Who. cFrcumsfirna ' 7) All new materials andfor patchwork shall be provided to •match 6) •{ire must penetrate ebatri offs* high rusts � Aft the stntctuml engineer` oaf record fing ads' material$ andfor adjoining welt where pmc&vl except as or speed Inspectors may ragtime that the piles be set specilkdlly noted hervia. in pre-lnWed or punched holes. - The piles shots reach 8) Licensed Con€mctar to shaft use all possl6k care to protect .oll their final penetration by drift .existing matwkk surfaces. and furnishings from damage during all phases of construction. 9) Lkensed Cantraator to verify kncatton of existing ulnas w prior to commencing work. i0) The Licensw contracts° to install or remove all shonng and 2' 9 bracing as required for the prdper etrecuUm of the work 1.1) •ikensed Cavrhdor to :abtatn ,aft perp its as racessary. from ' aft Local, State, and Federal ogenck& 3 M PILE NOTES 1} Food pries shot! be 1S lb. • CCA trotecf in acccrrrdance • • E with AWA standard CM o L 2) Wood dockphos short have a JW stainka •steel • bond at the ' S j-" U f the �lr ....,_,#. • Notes: • . All hardware to be stainless steel. (unless otherwise noted). All connections to be welded unless Otherwise noted. • Uft r"e *�Qitry inurn ASTM (666146). . Piles to be driven a minimum of 8' into bean. Design in accordance with 2090 edition of "the •• Flon'da - Building • Code. Elevations shown hereon are based on the National Geodetic Vertical Datum of 1929. Approy►ed contractor to determine the vulatabfi* of existing structures • and . verify all . . dimensions, . the approved contractor is• . responvibte for all methods, mesons, sequences and procedures of work. DERM COASTAL.SECTECN_.� �1�EL�W_RYA� C���ti �. Bolt Diameter 1/2" 5fg" 3/4" 9 " E = End Dist � '4D 2 2 112" , 3 -4 L = Edge list, loaded � 4D. 2•• 2 112" ' 4, 4 S ft•'Spocing 'm 4D • • .. 2, �, tr/.�" � ,4 U -,End Dir#, UnloodAd 1 .5A 3/4 15116. 9 I /a . 1 '112: lap o pllinng wr aAe' caps ds w w—w.w•e•e 3) Wood p0as shall be driven to a minimum bearing capadty Of 10 tans. iV4 ADS . -Bolt paca.ur,..ReggjMmCptg 4 All metal hardware induft but not Gmlted to baits ncak I .. . . I and hum'oane straps .14 be stalnlm steel unless otherwise I Nay" R yeas. 10 � 7 spefiecl. �� �� 5) Woad #Wbe a mkrimum 12' oii�rmeter. ? . 5y�4x8 Tr ox Decking with(2) S.S. Dock Screws o;�81 �@ ;�c��s s Bolt's 0 :.... �1'URAL:..I�iµNO}`�'��..::��.::..;_::�:.�....�...:..:�.:�..::.:.:.......�......�.r:v:�:.�..:..M.:j..:.�.w:��.r.:�:center�•of�;�.�:� :�.. 1) AN stnretrnoi framing .shaft be 12 Garde, pressure Wed piles southem Pine. M- * ,Q=ecUon Detail 2) Aft decking shop be if he* pressure treated Southern P1ne 3) AsVed far Live Load of 60 PW and ,Read Load of 8 PW and F'bW11200 PSI per stringer. .................:.:.......:.,..:......:.,.,...........•.....<.....,......,•.,-.,,:,.:::..,:::,.:.:..,....:.,.:..:....,::..,.,.:.:.:.:..•:...................... 2. 2,x8 stringers 0 16" max spacing, ., AV DecktBoetfe IL 3(z?2x10 substringer with ('2) 1 thru Bolts 4. Nurdccane Strap Simpson . "Strong--Trsjc Florida I FL538 . AR , 1600 NF 103 Shut] 11 &IWO 331:9 MAI49 AM I swt a 1 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 BIII To NORTON & MARGARET BARCHAN 1600 NE 103 Street MIAMI SHORES, FL 33138-2672 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 For Inspections please call: (305)762-4949 Invoice Number: DOCK -7-13-48295 Invoice Date: July 03, 2013 Permit Number: DOCK -7-13-1492 Bond Number: Date Fee Name Fee Type Fee Amount 07/03/2013 Permit Fee Percentage $750.00 08/29/2013 Plan Review Fee (Engineer) Calculated $160.00 07/03/2013 Scanning Fee Calculated $9.00 07/03/2013 DBPR Fee Calculated $11.25 07/03/2013 Technology Fee Calculated $20.00 07/03/2013 DCA Fee Calculated $11.25 07/03/2013 Education Surcharge Calculated $5.00 07/03/2013 CCF Calculated $15.00 Total Fees Due: $981.50 91 Payments Date Pay Type Check Number Amount Paid Change 07/03/2013 Check 1065 $50.00 $0.00 09/20/2013 Check 3559 $931.50 $0.00 Total Paid: $981.50 , September 20, 2013 Total Due: $0.00 LETTER OF COMPLIANCE July 2510, 2014 Miami Shores Village Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida 33138 Attn: Building Official Project: Residence 1600 NE 103rd Street Miami Shores, FI 33138 Dear Sir; Edward A. LANDERS, , C0N S !U! TING ENGINEERS I cflL � Permit # DOCK-7-13-492=- Dear OCK-7-13-49 I, Edward A. Landers, P.E. having performed and approved the required inspections, as indicated in the attached approved inspection log, hereby attest that to the best of my knowledge, belief and professional judgement, the structural envelope components of the above referenced structure is in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgement, the approved permit plans represent the as -build condition of the structural and envelope component of said structure. This document is being prepared in accordance with Section 105.13.4.1 of the Florida Building Code 2010 Edition and is being submitted to the Miami Shores Village Building Department at the time of the final inspection for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Very truly yours, and A. ers, P. E. 7850 NW 146TH STRET T, SUITE 509 * NTIAMI L: K_VS) 1--L 33116 * PHN: (305)823-3938 * FAX: (305)823-9355 Edward A. LANDERS, P.E. 7850 NW 146TH STREET SUITE 509 MIAMI LAKES FL 33016 305-823-3938 305-823-9355 Pile Driving Record Name Of Project: �o � F04f C&W Date: ��._ �A Address: 60-10 M E- t o 3 OVSTA z# -t Drawing # Hammer Weight: 4f Recorded By: 4voo "19�/ Building Permit Number: Tj O c K-- '1 — t 3 — I 4:9 Z. Piling Number Piling Diameter Piling Length Number of Blows last 3 inches Penetration Remarks I cz" ,n cz' t i3` 1 � rz S tZ !3 r OIL