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DOCK-18-906• ' - rz,e": Mrep etql OCKI 1 61° Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by )1g*" tga,,Ae to perform special inspector services under the flo Ida u!iding Code at the i t/Lp .AGE /a/ cr oroject on the below listed structures «as of • (date).1 am a registered architect or professional engineer licensed in the State of Florida.• • • • • • • PROCESS PROCESS NUMBERS: :3 !SPECIAL / SPECIAL SPECIAL SPECIAL SPECIAL SPECIAL • INSPECTOR FOR PILING, FBC 1822.1,20.(R4404.6.1.20 INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 R4409.6.17,2 4.2' • • • • • INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5,41 • • • • INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.33.1 • • •• •• INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 094405.9.12) INSPECTOR FOR • • • • .•• • ••.• • • • • • • • • • • • • • • • • • • •• • • • • • • I Note: Only the marked boxes apply. • • Thefirm or me are authorized representatives to perform inspt'ctie flowing in Ivld (s) employed by this n * 1. ��� . %a4JSGtleeZ, 2. 3. 4. `Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil cr structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor, I: (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. • •• • • • • •. • I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completes inspection log form and a sealed statement indicating that. to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plan Signed and Sealed I Created on 61110;2009 Architect ;PRINT' Address Phone No. JOHN H. BUSCHER, P.E. Co s lting. Freer PE # 41844 (Structural) 4404 SW 139th court Miami, FL 33175 Tel..(05) 554-9170 '3 Moretti_1460 NE 101 St Miami_Shores_Seawall_Repairand Wood_Dock.wncd Design of Replacement Wood Dock The folbwing calculations for gravity loading are in accordance with the Florida Building Code 2017 6th Edition, and SPIB Southem Pine Reference Design Values Effective June 1, 2013. 1. Design Dock Gravity Loads a) Dock Dead Loads: 2x6 Composite decking 3 x 8 S4S joists at 24" o.c. Dock Dead Load : wdock_dl wdeck + wjoist b) Dock Live Load : c) Combined Dock Dead and Live Load, : wdI_II wdock_dl + wit Wdeck 4.5 wjoist 2.5 psf. psf. .... • . .... Wdock_dl = 7.OQ•• psf. •••• win := 50.0.... •••-••inf. •••• • •••• . . .. .. wdl_II = 57.00 • .... • • .... .... .. • . . • psf. • • • • . • .. • . . • • • . • • .• • • .'• • John H. Buscher, PE Consulting Engineers Structural PE # 41844 4404 SW 139th Court Miami FL 33175 Tel (305)-554-9170 Wood Dock at 1460 NE '1-01th Street .Miami Shores, FL 33138 March 1, 2018 Page 1 of 5 • Check Dock Decking, Joists, headers and Connections to piling at 8"-0" wide marginal dock A. Check 2 x 6 Composite Decking: For continuous spans over wood joists at 16" o.c. max carrying 50 psf live load, OK by insp. B. Check 3 x 8 P.T. joists: s := 16 in. max. wdL II = 57.00 wjoist (wdl_II) • 'sl \.12) Psf•.. Ljoist 7.0 wjoist = 76.00 pff. ft., max. clear Ljoist Rledger := wjoist 2 Riedger = 266.00 lbs. Rheader wjoist • 2' Ljoist 2 Ljoist + Lcant�- 2 Ljoist Mjoist wjoist• 8 Rheader = 305.36 lbs. = 465.50 ft-lbs. Mjoist Check Joist size for Southern Pine No 2 dense Cr := 1.15 Moment= Mjoist = 465.50 ft.-lbs Fb := 1050 psi. 266.00 lbs. Sreq := Mjoist 12 Riedger = Select 3 x 8 S4S Check joist for Max. Deflection Iprov 79.39 Ojst 384•EN CmE•Iprov Fb•Cr•Cm_tb Lcant -5 ft .... . . . . .... . . . • .. . .... . . . .... • • .... .... . . . . . Cm_fv :=..t7" Cm III :_" .85 Areq :- Fv • Cm_fv • . • • Fv : • 175. psi. • • . ..• . 1.5•Riedger . .. . . . . .. . Sreq = 5.44 in3 Areq = 2.35 in2 Sprov •_ `21.9 in3, OK in4 Ew := 1600000 CmE := 0.9 wjoist 4 5 12 0-joist 12) Aprov 18.13 Ljoist'1 2 Ajst = 0.04 in. < 360 = 0.23 in, O.K. in2, OK John H. Buscher, PE Consulting Engineers Structural PE # 41844 4404 SW 139th Court Miami FL 33175 Tel (305)-554-9170 Wood Dock at 1460 NE 101th Street Miami Shores, FL 33138 March 1, 2018 Page 2 of 5 C. Check 4 x 12 Headers spanning 12.0 ft max. between 12" piles wdiII = 57.00 psf. wbm := 10.0 (Ljoist + .5)2 whdr = wdI_II' 2 L 4_ wbm foist RI whdr 2 Lhdr 2 Lhdr Mhdr = whdr8 2 Lcant Mcant whdr' 2 pif. Lhdr 12.0 ft. Lcant 0.0 whdr = 239.02 plf. RI = 1434.11 lbs. ft-Ibs. <--- controls Mhdr = 4302.32 Mcant = 0.00 ft-bs. Determine Header beam size for Southem Pine No 1 = 4302.32 Mhdr RI = 1434.11 ft.-lbs lbs. Fb := 1000 psi. Mhdr 12 Sreq :— Fb' Cm_fb Select - 4 x 12 S4S; Sreq = 60.74 Ina for minimum section. Sprov 73.83 in3, OK Check Header Beam Section for Max. Deflection. 0__ Max. Deflection due to 415.3 in4 Iprov whdr = 239.02 whdr 5 12 (Lhdr12)4 Ohdr = Ahdr = 0.19 384 • Ew • CmE' Iprov Therefore, a 4 x 12 S4S header beam may be used. Fv := 175 psi. plf. in. < Areq ft. •••• • • • •• ••••• Ew : •• 1 6.106 • •psi. •' • • •• • • • 1.5 IF, • Fv.Cm•{v• • • • • • • • • • • • • • • • • • •••• • • • • • Afeq = 12.67..• •• in2••• • . • • • • •• • • • 39.�8 •� in2, OK Aprov • • • •• • Lhdr' 12 = 0.40 in. 360 John H. Buscher, PE Consulting Engineers Structural PE # 41844 4404 SW 139th Court Miami FL 33175 Tel (305)-554-9170 Wood Dock at 1460 NE 101th Street Miami Shores, FL 33138 March 1, 2018 Page 3 of 5 Check header connection at 12" diameter min. timber piles (1-joist\ wldgr WdI_II' 2 / wldgr = 199.50 pif. Select 3 x 6 S4S SP #2. Dense For 2- 3/4" diam. thru-bolts in single shear, and 1 - 3 x 12 beam loaded perpendicular to grain; a) Check capacity of wood (3'R1) d fv. 2•b•deff d eff fv = 80.81 psi., Fv•Cm_j•Co = 169.75 psi. > fv = 80.81 b) Check capacity of 3/4" diam. thru- bolts. Zs_perp 960 b:= 3.5 in. d := 11.25 in. Ioaded_edge_dist := 3.0 unloaded_edge_dist := 2.0 bolt_spacing := 6.0 deff := 9.25 in. in. min in. min in. min. end_dist := 4.0 in. CA := 1.0 psi., OK is := 3.5 in. tm := 7.5 in. (min.) Ibs/boit. Cm bolt 0.70 Vallow 2'Zs_perp'Cm_bolt • • Vallow = 1344.00 lbs. > RI = 1434.11 Ibs.,• j�,FE. • Check 3 x 8 S4S PT wood ledger with 5/8" diam. adhesive anchors spaced at Check Joist size : Cr := 1.0 CD:- 1.0 • •••• • • • • • • Fb := 1050 psi. Fv := 175 psi. h := 5.5 in deg% r,75 Sbolt wldgr 4.12 Sreq :- Fb • Cr• Cm_fb • CD Sreq = 0.06 Sprov := 12.6 in3 in3, OK G := 0.55 • • • • • • •••• • • • • • • • • sbeit.:= Y12.0 • • • •.•• •••• • in• • • • • •1.5•Wldgr•h • • • • Areq ' F vL+• .( Mm_fvC D \ • • Areq = 3.53 Aprov 13.75 Check capacity of 5/8" diam. "Hilt?' HIT HY100 adhesive bolts spaced at 12" o.c. max. and with 4" min. embedment into concrete to support 3 x 8" PT wood ledger which in turn carries stringers For "Hilt" HIT HY 100 5/8" diam. adhesive bolts, with 4" min. embedment into concrete. consider bolt diameter at wood ledger = 5/8" wldgr = 199.50 Zs_perp 670 pi. lbs/bolt. Vallow Zs_perp'Cm_bolt Cm_bolt 0.70 Vallow = 469.00 Vallow conc 1057 lbs allowable shear on seawall, O.K is := 2.5 lbs. > in. wldgr 12 in2 in2, OK Sbolt = 199.50 lbs., OK. • • • .• • • John H. Buscher, PE Consulting Engineers Structural PE # 41844 4404 SW 139th Court Miami FL 33175 Tel (305)-554-9170 Wood Dock at 1460 NE 101th Street Miami Shores, FL 33138 March 1, 2018 Page 4 of 5 Check Maximum Pile Loading for 12" Diameter min. CCA S.Pine Wood Pile Fa := 1200 psi FcE 1+ Cp d := 12.0 in. CF := 1.0 Csp := 0.80 Cu := 1.0 Fc := Fa • CF •Csp • Cu • Cp Fc = 960.00 l Leff := 10 + 12J • 2 Leff = 32.00 ft. for 12' min embedment depth below berm 2 KcE := 0.3 Epiie 1.5.106 KcE•Epile CLeff.121 2 ( d ) FcE\ Fc 2•c psi FcE = 439.45 psi c := 0.85 for round timber piles 1+ FcE Fc 2•c 2 FcE Fc Combined Dock Dead and Live Load, : wdl_II wdock_dI + W11 wd1_I1 = 57.00 wdl II*Atrib Ppile 1000 Ppile = 1.74 psf. kips max axial loading for wood dock pile Cp = 0.41 Atrib := 5.0. 2 12.2 << • • • • •••• • • • Atrib =•Q• sf �,tITTrio 31,r • dock pijp 2\••••• • d •••• 7T — 4j!•4494 1000 • . • • • • • • • • •• • Pile driving formula, Per FBC 1822.1.1 and FBC 1822.2 , for 15 ton min allowable Toad For Drop Hammer, 4000 Ib minimum with 6' drop, per FBC 1822.1.18 P := 20000 W := 4000 h := 6.0 S := 2.6 5S = 13.00 Ibs, allowable total bad, in pounds Ibs, weight of striking hammer, in pounds ft., height of fail of striking part of hammer, in feet in., average penetration per blow of the last 5 blows in, total pentration of five final bows •••• • • •••• • • • kips* • allow2tble • capacity • • • •• • 2 W•h Drop Hammer Formula p P = 30000.00 Ibs, allowable = 15.00 Tons, allowable S - 1 2000 Pile Driving Log to be kept for each wood pile driven per FBC 1822.1.20 John H. Buscher, PE Consulting Engineers Structural PE # 41844 4404 SW 139th Court Miami FL 33175 Tel (305)-554-9170 Wood Dock at 1460 NE 101th Street Miami Shores, FL 33138 March 1, 2018 Page 5 of 5 SURVEY REPORT: 15-270 THIS IS PAGE 2 OF 2, NOT VALID WITHOUT,ALL PAGES. THIS DRAWING IS THE PROPERTY OF AMERICAN SERVICES OF MIAMI, CORP. AND SHALL NOT BE USED OR REPRODUCED, IN WHOLE, OR IN PART, WITHOUT PERMISSION OF AMERICAN SERVICES OF MIAMI, CORP. NOTHING HEREON SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 'JOB SPECIFIC SURVEYOR NOTES: 0 THE PROPERTY DESCRIBED ON THIS SURVEY DOES LIE WITHIN A SPECIAL HAZARD AREA AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY; THE PROPERTY LIES WITHIN A FLOOD ZONE "AE" OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL No. 120652-306L, WITH AN EFFECTIVE DATE OF SEPT. 11, 2016. BASE FLOOD ELEVATION OF 10.00 FEET 02 LAND AREA OF SUBJECT PROPERTY: 12,352 SF (+/-) 30 REVATIONS ABASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988, AS PER BROWARD COUNTY ,B••CH MARK lip. B-50,•W'ITH AN ELEVATION OF 8.47 FEET. •.. • • ••• J WARINGS SHQW J HEREOPIBASED ON AN ASSUME MERIDIAN OF N.00°09'06"W., BEING THE RECORDED BEARING •. C 1 HE .R SNE JF.Ntt t3th AVE., AS SHOWN ON PLAT BOOK 56 AT PAGE 86 THE PUBLIC RECORD OF BROWARD • 7•IllNTY FT VDA. . 1• • ••. . • • • •.";• • • • . • •••• •••.N • A •• •••• ..•� `:Q VERAL illit EYOg 4QttS: •.THE • SHOWN•LEGA6 DESCRIC i iioN USED TO PERFORM THIS BOUNDARY SURVEY WAS PROVIDED BY THE CLIENT. • •+••• •0'••s% •• •SOFVEY IS QPSFD41 RECORDED rNFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY •QinpFFICE. '••• • • • • • ••• • •• UNLESS OTHERWISE NOTED, AN EXAMINATION OF THE ABSTRACT OF TITLE WAS NOT DONE BY THE SIGNING SURVEYOR TO DETERMINE WHICH INSTRUMENTS, IF ANY ARE AFFECTING THE SUBJECT PROPERTY. THIS SURVEY IS EXCLUSIVELY FOR THE USE OF THE PARTIES TO WHOM 1T WAS CERTIFIED. PURSUANT TO RULE 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE THE EXPECTED USE OF LAND IS SUBURBAN, THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATIONS OF CLOSED GEOMETRIC FIGURES WAS FOUND TO EXCEED THIS REQUIREMENT. THERE ARE NO VISIBLE, ABOVE GROUND ENCROACHMENTS (a) BY THE IMPROVEMENTS OF THE SUBJECT PROPERTY UPON ADJOINING PROPERTIES, STREETS OR ALLEYS, OR (b) BY THE IMPROVEMENTS OF THE ADJOINING PROPERTIES, STREETS OR ALLEYS UPON THE SUBJECT PROPERTY OTHER THAN THOSE SHOWN ON THIS BOUNDARY SURVEY. THERE ARE NO VISIBLE EASEMENTS OR RIGHT-OF-WAY OF WHICH THE UNDERSIGNED HAS BEEN ADVISED OTHER THAN THOSE SHOWN ON THIS SURVEY. THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE SHOWN GRAPHIC SCALE IN ENGLISH UNITS OF MEASUREMENT. IN SOME CASES GRAPHIC REPRESENTATION HAVE BEEN EXAGERATED TO MORE CLEARLY ILLUSTRATE A PARTICULAR AREA WHERE DIMENSIONS SHALL HAVE PREFERENCE OVER GRAPHIC LOCATION. THE ELEVATIONS (IF ANY) OF WELL -IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF YiD FOOT FOR NATURAL GROUND SURFACES AND X00 FOOT FOR HARDSCAPE SURFACES, INCLUDING PAVEMENT, CURBS, SIDEWALKS AND OTHER MANMADE STRUCTURES. THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, POSSESSION OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL. ANY FEMA FLOOD ZONE INFORMATION PROVIDED ON THIS SURVEY IS FOR INFORMATIONAL PURPOSE ONLY AND 1T WAS OBTAINED AT WWW.FEMA.COM. IF YOU ARE READING THIS BOUNDARY SURVEY IN AN ELECTRONIC FORMAT, THE INFORMATION CONTAINED ON THIS DOCUMENT IS ONLY VALID IF THIS DOCUMENT IS ELECTRONICALLY SIGNED AS SPECIFIED IN CHAPTER 5J-17.062 (3) OF THE FLORIDA ADMINISTRATIVE CODE. IF THIS DOCUMENT IS IN PAPER FORMAT, IT IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE PROFESSIONAL LAND SURVEYOR AND MAPPER OF RECORD. ABREVIATION (IF ANY APPLIED) A = CURVE A/C = AIR CONDITIONING UNIT ASPH. = ASPHALT B.M. = BENCH MARK Blk/Corn.= BLOCK CORNER CALC.(C) = CALCULATED Co = CATCH GASIN C.B.S. = CONCRETE BLOCK STRUCTURE CL = CLEAR CONC. = CONCRETE D.M.E. = DRAINAGE MAINT. EASEMENT 0 = DIAMETER EASMT. = EASEMENT ELEV. = ELEVATION ENC. = ENCROACHMENT F.D/H = FOUND DRILL HOLE F.H. = FIRE HYDRANT F.N/D = FOUND NAIL AND DISC F.I.P. = FOUND IRON PIPE F.S. = FOUND SPIKE L.P. = LIGHT POLE MEAS.(M) = MEASURED MH = MANHOLE M = MONUMENT M = MONUMENT LINE NTS a NOT TO SCALE P/W = PARKWAY P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.C. = POINT OF CURVATURE P.I. = POINT OF INTERSECTION mcnmrt LINE P.P. = POWER POLE P.R M.= PERMANENT REFERENCE MONUMENT P.T. = POINT OF TANGENCY RAD. = RADIAL REC. (R) = RECORDED RES. = RESIDENCE R/W = RIGHT OF WAY SEC. = SECTION S.D/H = SET DRILL HOLE S.N/D = SET NAIL AND DISC S.I.P. = SET IRON PIPE S.R.B. = SET REBAR STY = STORY SWK. = SIDEWALK T.O.P. = TOP OF BANK U.E. = UTIL. EASEMENT W.P. = WOODEN POLE = SECTION LINE PPLIED) CATCH BASIN MANHOLE OVERHEAD ELECT. POWER POLE LIGHT POLE SURVEYOR'S LEGEND (IF ANY A BOUNDARY LINE E3 STRUCTURE (BLDG.) Y CONCRE FE BLOCK WALL METAL FENCE WOODEN FENCE CHAIN LINK FENCE WOOD DECK/DOCK ASPHALTED AREAS CONCRETE BRICKS OR PAVERS ROOFED AREAS WATER (EDGE OF WATERWAYS) E 0 O.E. tl H HANDICAP SPACE HANDICAP SPACE EASEMENT LINE WATER VALVE JOB No. 15-270 LOCATI ON MAP E1diil ErNI(rratl Tw d "wiNr�k NE lOdih St NE,o�J,d'E._ $i .% p I' o wy auh r. s NC101nd11 mots,. NZ99ths, E9edh51 NEsnn si _ _ MepmteO2016aooge .. . HOUSE PICTURE s� w' , ' ` � - �'za '. , C4" " _ + . . : DATE OF SURVEY: Sept. 20, 2017 REVISION DATE: CERTIFY TO: \ . ec � _ � •�. - - -� 1 E � ti } BAY CONSTRUCTION AND DEVELOPMENT LLC VAZQUEZ AND ASSOCIATES OLD REPUBLIC NATIONAL TITLE INSURANCE CO. SITE ADDRESS: 1460 N.E 101st ST, MIAMI SHORES, FL. 33138 FOLIO No. 11-3205-024-0050 SKETCH ELD OF BOUNDARY SCALE:1" = 25'F SURVEY ., .. ' r— •••• •,,, ...... . ° •.•. ** 50 TOT .. •• :::.�.: �::.: �:::::. N E . 101 (� :, st ST . ':::•:::.::::: ......•.. •. �:. -:::� s:y::;:• .. • •. ............ • • • .. • .............. ::::t:::::►• :::::::..::20 Asphalt Pavement::.::: ;: ;::.....::; .A..4•y::::... ..rrt.:. P/W —U-H ❑-H• o8 • P.P. J-H •::;'::;;::;;:' . :20.0 a . �n H' ° U.H :::::::::::::•::::•: ❑-H ❑-H---0-H-U 6' Asphalt P/W : :.r..A00:...:....� ••,yy,• H--fl H—•ice • ;� .. . , • • • • •,8:t! =i. , F. P. •• r• •si•i.� 4 F.I.P. 1/2*(6 (no cap) a Conc. . Driveway NI : d..,a ha N •7.5' ..P. . d j • ` fr . M (no p)•�• .• • • • •• . f !O45.40' P w 10 89'• a a° ° - 7.0 3.41. . 1o, 11.06' p � Q 8.5'dto N17.75' -1 h , 21.60' Conc. 5.5' N c1 o A C PAD o / o Nor �- 9n `� C I g (3.5'x2.5' Elev.5.31\ > cli _•cp W -- 4U. w Elev.ra 5.04 al o__ 1 STY. C.B.S. RESIDENCE No. 1460 N F.F. Elev.7.68 21.90' o' Lat1r 00 .. T CO G Pump (3'x3') o .Y 03 o 0.1'cl O o n Y_ > co 7 O T cn Wooden Deck' vN co cV 0 P. J a e0 p W Wooden Deck o vv N/vvvv,o/\./ . N w N J 0_ .. 1' C.B.S. O Wall M N 12.631' 21.60 rTiled,21,5' v POOL °'- "'Poolyvvv v\ 31 Deck v v v v v \i vvv v vo,•�v "`N� �,"" in ss N N o - a1'cl 0) o - Wooden Deck N (,, 0 23.3' Planter 61 (42x4') 0.3'cl Lot 9, Blk 1 \� >c 1/2"0 (no cap) t, 1 Fnd. I D/H \\__R=2165.40.06' A=105.87' L=2'48'04" B I S CAY N E BAY LEGAL DESCRIPTION: LOT 9, BLOCK 1, OF REPLAT OF TRACT A OF MIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGE 86, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY WE HEREBY CERTIFY THAT THE ATTACHED SKETCH OF "BOUNDARY SURVEY" AND ENCROACHMENTS AND OTHER POINTS OF INTEREST: THE SURVEY MAP RESULTING THEREFROM OF THE ABOVE DESCRIBED PROPERTY -THERE ARE NO VISIBLE ENCROACHMENT OF THE SUBJECT PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE INTENT OF THE APPLICABLE PROVISIONS OF THE -THE SUBJECT PROPERTY IS WITHIN A FLOOD ZONE AE (SEE NOTE 1) "MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF -THERE IS A 5' D.M.E. ON THE SIDE OF THE SUBJECT PROPERTY FLORIDA" PURSUANT TO RULE 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTED LAW, CHAPTER 472.027, OF THE FLORIDA STATUTES. AMERICAN SERVICES OF MIAMI, CORP. Planners c ;___ 'ORDEREDVAZQUEZ AND ASSOCIATES GERALDO VAZQUEZ, P.A. ATTORNEY AT LAW 601 Brlckell Key Drive, Suite 702 Florida 33131 TMiami,elephone: Telephone: 305-371-8064 Facsimile: 305-371-4967 - Consulting Engineers . .Surveyors 9370 S.W. 72nd STREET, SUITE A-102 MIAMI, FLORIDA 33173 PHONE: (305)598-5101 FAX: (305)598-8627 .; a • o E. -Vino = • ESslgtll6LdrAND YSijiD µµA�pp,pp Nor • �T�1E'�OF. O�1NA VEYOR 71 LB 6683 ASOMIAMI.COM DATE: =agar : -- 21, 2017 THIS IS PAGE 1 OF 2, NOT VALID WITHOUT ALL PAGES. NEW DOCK i4o OJLECT I4G0Ni. 101 STREET MIAVI ShOKS, FL 33 135 rt N: 43 UIV.!_ RESOURCES DMSaON gg.. of 'IO1, vAR s LEGAL DESCRIPTION: LOT 9, BLOCK I , OF REPLAT OF TRACT A OF MIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGE 8G, OF THE PUBUC RECORDS OF MIAMI-DADE COUNTY FOLIO # I I -3205-Q24-0030 GENERAL NOTES WOOD PtLING WOOD FRAMING 1. 3" X 6" PT 5. PINE #2 DENSE FB = 1050 P5I 3" X e" PT S. PINE #2 DENSE FB = 975 PSI 3" X 10" PT 5. PINE #2 DENSE FB = 850 P51 3" X 1 2" PT 5. PINE #2 DENSE FB = 800 PSI 4" X 1 2" PT S. PINE # I FB = 1 000 PSI 2. DECKING SHALL BE 2 X G # 1 DENSE PT SOUTHERN PINE OR SETTER. STEEL 1. ALL MISC. STEEL COMPONENTS, BOLTS AND HARDWARE TO BE TYPE 3 16 STAINLES! STEEL AS AN ALTERNATE, HOT DIPPED ZINC GALVANIZED A% OR A307 STEEL MAY BE USED. 0 VLL — J 0 c � , kk, 1. DOCK AND MOORING PILES SHALL BE NEW 12" DIAMETER BUTT CCA Wiae - i' 2. DRIVE DOCK AND MOORING PILES TO 12' MIN EMBEDMENT I FOR 15 TON MIN BEARING CAPACITY. I m_ 3. PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN ON THE PLANS * SEC au 411 _ 0 O z 0 —J 0 CC 0 UD — J O O O MISCELLANEOUS I . FASTENERS EMBEDDED INTO CONCRETE STRUCTURE SHALL BE ANCHORED WITH TWO PART EPDXY ADHESIVE (MULTI" HIT HY- 100 CARTRIDGE SYSTEM OR EQUAL). ANCHOR HOLES SHALL BE DRILLED TOYS' GREATER THAN THE SPECIFIED FASTENER. HOLES SHALL BE DRILLED TO MINIMUM DEPTH SHOWN ON THE PLANS, AND SHALL SE THOROUGHLY CLEANED OUT AND DRY PRIOR TO INJECTION OF EPDXY. GENERAL I . ELEVATION SHOWN REFER TO NGVD 1929 2. ALL DIMENSION ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD. 3. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK. 4. IT'S THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH LOCAL, STATE, AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISION OF THESE PERMITS. 5. APPLICABLE BUILDING CODE. FLORIDA BUILDING CODE 2017 GTH EDI N DESIGN LOADS I • WOOD DOCK DESIGN LIVE LOAD = 50 PSF TURSIDITY CONTROL I • CONTRACTOR SHALL RECEIVED APR Q 4 2018 DERM constal RCe Ojrc_3 UOction Natgal Ra4Ou Regulatioi; ta5tnratir Dr.tior (NRf�F�r IN AIN A`T�URBIDITY CURTAIN AROUND ALL WOR RER - NATURAL RESOURCES DIVISION PRELIMIN a Y APPROVAL NAME DATE el ei 0, ;,1) 0:j IF • • •• •••• •••• •• • • • •••• • •••• • • • • • • •• •••• • • •••• •LLLLLLLLLLLLLL C . LLLLt.$Ists L L C].: LIL1L'LY.LLL L L. LLL ')fr L m -L L g,lr, L L c , d' L LL : ��O•i :Si)M t ,- d • LLlsls •}• • • ._ L L L L LLLLLLLLL L LLLLI,LLLL�LLL..±LL L MIAMI SHORES, FL 33138 NEW DOCK date 1550.4 drawn CT checked project no. - revisions: 04-02- 18 S — 1 1 OF 6 ///\/7 FrrrrrrrrrrrrrrrrrrrrrrrF MIAMI BEACH r ,�ohn H. Buscher,P.E. •r - -F SEAWALLS INC. F� Struct',+rt EhgNfeer �rFF• • • MARINE CONTRACTOR •rrrrf fL I•#4i8'4 • F• • DADE COUNTY 1E277 r �404 1491H COURT rrr• • 17027 W DIXIE HWY • rrr • Mao L 9 70 1'FF • F . NORTH BEACH, FrrrrrrrrrrrrrrrrrrrrrrrF o 3os 94s 2114 _— a- Rr' - NATURAL RESOURCES DIVISION FINAL APPROVA, / NAmE • • • • / •• 4 4 • .... ' • DATE 5124 iO--- EXISTING OUTFALL PIPE TO REMAIN. EXISTING SEAWALL PANELS 20' 6" 53' I " 33'-3AND T-PILES TO REMAIN i .. •.. • •• • • • • • • • •• • lob name: 1460 PROJECT 1460 N.E. 101 STREET MIAMI SHORES, FL 33138 title: EXISTING PLAN N — iJii IOlILZTILZTIx• zz ##I�ILITILZ7 - vIzz IITIII7III7l ILUIlc'T . i __ ___ 114 "� . i T74 \ '\ w \ EXISTING (I 2) KING PILES AND EXISTING 3G" Z '\ CONCRETE SEAWALL J .\ (I 2) BATTER PILES TO REMAIN CAP RECONSTRUCTED SAME FOOTPRINT - UNDER SEPARATE CZ ,\ \ CZ`\ OS1;\ ,\•% / w i _Z WIDE X 24" DEEP % J IN / / W PERMIT / CL / 0 CL i / \ 105'-10" RER - NATURAL RESOACES DIVISION \ � t Y' PRELIMINAAPPROVAL \ NAM \ DATE • e'l \\ EXISTING SEAWALL PLAN /i SCALE : I /8" = I'-0" RECEIVE-0 APR0420187 • ,J DCf�M COas�1 gec;9t:rr`r.^.S :;E�:'>::-, \'�}/�% o : ' ,1 Regc.�4�'i r, & e: s.^,.:3,.: 1 4 . Sheet no. S — 2 20'-6" 53- I " INSTALLED SEAWALL RECEIVED MAY 1 7 2018 DERM Coastal Resources Section RER •NATURAL RESOURCES DIVISIONNatural ResourcesRegulation & Res ion PRE RY APF OVAL Fsvram+,�.a_ REFS • NATURAL. RESOURCES DIVISION ANAL APP,OVA,L NAME DAT5 PROPERTY LINE ►�1 ►�1 \,\ INSTALLED RIP -RAF' BOULDERS I FT TO 3 FT DIAMETER AND ICU. YD. PER LF X 52. I LF �\ ALONG INSTALLED SEAWALL PLACED 8' MAX WATERWARD. IU_7ILZTI2Z71 --1 1 1 ##I:a72: 7.M7 INSTALLED (1 2) KING PILES AND (1 2) BATTER PILES TO REMAIN rJ II 23r4II7ll2O ##JI2zr22Z lal !=1 m INSTALLED 3'-0" WIDE x 2'-0" DEEP CONCRETE SEAWALL CAP TO REMAIN OPROPOSED PLAN /-' — 2'-0" TYP NE'V 7-6" X 12"-O" WOOD DOCK WITH (2) NEW 12" DIAM. WOOD DOCK PILE5 (2) NEW 12" DIAM. WOOD MOORING PILES 105'- 10" SCALE : I/8" = I'-O" SCALE : 1 /8" = I '-0" PI Division (NRRRD) NAM DAT 111 4 X 1 2 SP # I PT HEADER EXISTING OUTFALL PIPE TO REMAIN. INSTALL NEW MANATEE GRATE. SEE MANATEE GRATE DETAIL ON 5-5 EXISTING SEAWALL PANELS AND T-PILES TO REMAIN 3 2'-3" 131 / sL m a O 3X8PT �p WOOD LEDGER. O e Miami Shores Village APPROVED Y DATE ZONING DEPT gi ,ul .11 , i .1, rn��,n'i SIurL AND COUN i �;r- wlTl I nl.l_ r- _ _{ /& I I?ULFS AND REGULATIONS -/ / 2 2'-0" • • • • r • • • , • • I/ • • . • • ••II 1 • . • • • •• [It"LLLEE:L.C.EELLEL =� L L y U n On L [- a� M;,L Lv w`�0 rG , li L] V Q L L W•• L L 0-hit 1. L LLLL.LLLLLL • LI I. LL:_LLLL� 11, • .• •, • • • • • •aD • I. fq LIJ Fes- -u. 0 W 0W In � Z � O 4.4 _4 _ E • • • PROPOSED PLAN •. • ••.•• • • • • • • date 04-02- 18 issued drawn CT checked p^oJect ro revisions: 6 5-14-18 sreet no. ..1 LS-3 sae 9OF5 20'-6" 53-1" EXISTING RECONSTRUCTED SEAWALL CAP EXISTING OUTFALL PIPE TO REMAIN. INSTALL NEW MANATEE GRATE. SEE MANATEE GRATE DETAIL ON S-5 EXISTING SEAWALL PANELS AND T-PILES TO REMAIN 33'-3" • • • • ••• • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • PROPERTY LINE ►�1 .12Z7127.71:271-A' NEW RIP -RAP BOULDERS 1 FT TO 3 FT DIAMETER AND ICU. YD. PER LF X 52. 1 LF ALONG EXISTING RECONSTRUCTED SEAWALL TO BE PLACED 8' MAX WATERWARD Za72ZUIQ7 ►�1 EXISTING (1 2) KING PILES AND (1 2) BATTER PILES TO REMAIN OPROPOSES SEAWALL PLAN I2Z7.12c t'7 :v1• .a7Z�Izz ' ►�I 2'-0" TYP 105'-10" 7 EXISTING 3'-0" WIDE x 2'-0" DEEP CONCRETE SEAWALL CAP TO REMAIN NEW 7'-6" X 12"-0" WOOD DOCK WITH (2) NEW 1 2" DIAM. WOOD DOCK PILES (2) NEW 12" DIAM. WOOD MOORING PILES SCALE : I /8' = I'-0" SCALE : 1 /8" = 1 '-0" IV■ • r RECEIVED APR 0 4 2018 DERM Coastal Resources 3�.,.. PJatral Resouru, Regulation & Rsstorat!, ' fjjricior (?. RRR RER NATURAL RESOURCE PRELIMINARY AP NAME DATE / / / / 3 X fi'PT WIOOD LEDGER PT HEADER W Z w a_ 0 a_ •••• . • LLLLLLLLLLLLLL I: L L }}L .d�•8.) LX+ ��^o L U GD O1 L sp L L L?L t uL Ld L io�oL � 2�ML �'. LLLLL LFLF[L[L ����LLLLLL�LLLLLL�LLLLLL LLL LLLL LLLLLL 1lLLLLLL • • • • • • • • • r•••• PROPOSED PLAN •• • • • 11 20'-0" 12'-0" 7'-6" PROPOSEb SECTION A-S4 (2) NEW I 2" DIA WOOD MOORING PILES REFLECTORS AT OUTSIDE FACE OF EACH WOOD PILE 2" X 6" PT WOOD DECKING W/ (2) 16 D HOT DIPPED GALV. NAILS. "SIMPSON" MSTA 12 GALV. STRAP WITH (3)- I OD GALV. NAILS EACH END EACH STRINGER TO EACH HEADER (TYP) PRODUCT /ESR-2 105 4" X 1 2" HEADER w/ (2) 55 3/4" 0 THROUGH -BOLTS w/ NUTS AND WASHERS@ EACH PILE LOCATION. AS PER PLAN NEW 3X8 PT WOOD STRINGERS AT 16" 0/C. (TYP) (2) NEW 12"0 CCA DOCK PILES A5 PLAN, PILE TO HAVE 12'-0" MIN. PILE EMBED. INTO BERM SCALE:3/8" = I '-0" WATER DEPTH AT PILE _ -6.6' NGVD \i\\\i\\\ /\i\ COPPER CAPS 3" X 8" PT WOOD LEDGER W/ 5/8" DIA. HOT -DIPPED GALV. CONCRETE SCREWS WITH WASHERS @ 16" 0/C TOP OF DOCK ELEV +6.25' I' 1 1 1 1 1 1 1 1 1 1 RECEIVED APR 0 4 2018 DERM Coastal Resources Section Natural Resources Regulation & Restoratioc Division (NRRRD) 3'-0" 'MHW +3.0' (NGVD) MLW -0.58' (NGVD) ERLF RIP -AP BOULDERS'TO3'DIAM.T LACED 8'MAX WATERWARD AL 52. I LF SECTIONREPLACED SEAW PER 5-3 BERM ELEV. -3.5' (NGVD) -m W I '-7" OVER WATER /\/\ / /\//\/ /7\ /. </�\//.\ 8" 9" EXISTING 36" WIDE X 24" DEEP CONC.SEAWALL PILE CAP TO REMAIN. TOP / CAP ELEV G.25' (NGVD) jGRADE i�. (NGVD)yi E N RER - NATURAL RESOURCES DIVISION P PRELIM1RY APPROVAL NAME DATE EXISTING T-PILE TO REMAIN 8" EXISTING BULKHEAD PANEL TO REMAIN EXISTING CONCRETE KING PILES TO REMAIN EXISTING CONCRETE BATTER PILES TO REMAIN. ''Rik. -NATURAL RESOURCES DIVISION FINAL ARP OVAL NAM E DATE • • • • • •• • • • • • • • • •••• •• •• •• • • • • • • • • • • •• • •••• • • LLLLLLLLt1II1u�L � L. W L LthLLL LL p CC` Lv _gsa V' On _ to EL L(', yL L L LLILL LL"I I • • • •• • • If•••• i • , FL 33138 f date 04-02- 18 isswd drawn checked project no revisions: CT sheet no. S-4 4O'6 • • •••• � • • • L(i 2 -4" 1 /2" MIN THICKNESS H.D GALV. STEEL SOLID ROD. N 3"X I4"X4" THICK GALV. --STEEL PLATE I I on N MANATEE GRATE DETAIL SCALE: 3/4" = I '-0" Il_I0" A / S-5 SCALE: 3/4" = I '-0" 1/2" DIA HOLE FOR 3/8" DIA X 3" LONG S.S CONCRETE SCREWS EXISTING 1 6" DIA. OUTFALL PIPE EXISTING CONCRETE PANEL P.T. STRINGERS AS PLAN 17/ '-7 CCA WOOD - PILE AS PLAN PT WOOD DECKING DECKING AS PLAN 2 3 4"0 S.S. OR HOT -DIPPED GALV. THRU-BOLTS WITH NUT AND WASHERS \1i P.T. WOOD HEADER AS PLAN SECTION B-S5 3/8" = 1'-0" TYPICAL DETAIL © CONNECTION TO END PILE RECEIVED APR 0 4 2018 DERM Coastal Resources Sectoft Nat1 rai Resources Regulation & Res+ora+:f), DMs or (NRRRO) 3/8" DIA X 3" LONG S. , ER . NATURAL RESOURCES DIVISIO CONCRETE FINAL APP`' iVAL SCREWS NAME DATE o.- L NOTCH PILE X" FOR HEADER CCA WOOD PILE AS PLAN P.T. WOOD HEADER AS PLAN 3/ 4"0 S.S. THREADED ROD WITH NUT AND WASHERS SECTION C—S5 3/8" = v-o" • • • • •• •. • • • • • • • • •.•• • • •• •• • • • • • • • • • • •. • •.•• . • LLLLLLLLLLLLLL L LRMIL•_! LL L L ' LI•LLLLLL L L c., LLL L , icii 1;l3F.g.; L h Wt�4L L Z Ti•7N4 LCL 0C.i �n'i�NL LJ.. i OL L 2ed<ML h . L^ LLLLLLL��L,LLLLLL 1 LLI•LL.LLLLL MIAMI SHORES, FL 33138 0 • H c 5) date 00-02-18 issued drawn CT checked project no revisions: sheet no. S-5 60t6 • a• . . ••.. • ••.• • • • • . Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-310225 Permit Number: DOCK-4-18-906 Scheduled Inspection Date: September 04, 2018 Inspector: Naranjo, Ismael Owner: Job Address: 1460 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: MIAMI BEACH SEAWALL INC Permit Type: Dock Inspection Type: Final Work Classification: New Phone Number Parcel Number 1132050240050 Phone: (954)822-7219 Building Department Comments NEW DOCK 4/20/2018 GO TO PERMIT ACTIVITIES Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-301056. 1. Please take a look at the letter of certification and pile log provided by Mr. Busher, P.E. According to the letter of certification the framing inspection was done on July, 17, 2018 and the piles were installed on July 16, 2017. 2. Provide DERM's final inspection approval. TR' Je c v-'Qfc) August 31, 2018 For Inspections please call: (305)762-4949 Page 12 of 33 JOHN H. BUSCHER, P.C. SYRuctt RAL + en iL CoNsrmucnoN MAHAGEMENr July 23, 2018 Rev. 8-16-18 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores FL 33138 Re: Residence at 1460 NE 101st Street Miami Shores FL 33138 New Wood Dock Permit No. Dock 4-18-906 Wood Framing Inspection Building Official, Per the request of the contractor, Miami Beach Seawalls, on July 23, 2018 l visited the above referenced project to inspect the above referenced wood dock framing installation. The installed wood dock framing and connections to the concrete seawall cap and wood dock piling were found to be in substantial compliance with the approved permit drawings and are approved for further construction. If you have any comments or questions regarding this letter, please do not hesitate to contact me Sincerely, John H. Bus'her, P.E. FL PE #41844 olt1Lu.,000#I ,NO N r1 ;' . ti U; • 1. yam` • �tvr tr., , ...01+ h• `p. 47g `� . cc+ - ,a �14• _ L pI:Pk , ` 410+1,' 'CliPlt 4404 S.W. 139TH COURT, MIAMI FLORIDA 33175 TEL. 305-5549 t 70 E-MAIL .IBUSCHER@BELLSOUTH.NET Brian From: Burton, Tammy (RER) Thursday, July 19, 2018 1:38 PM To: 'Miami Beach Seawalls, Inc.' Subject: CLI-2017-0459 Good afternoon, The sketches submitted 7/18/2018 for the above referenced project are okay to be sign and sealed for preliminary approval. Please submit 4 sets of plans sign and sealed by a Florida Licensed Professional Engineer. • Thank you, Tammy Burton -- Biologist 1 Coastal & Wetlands Resources Section Miami -Dade County Dept. of Regulatory and Economic Resources (RER) Div. of Environmental Resources Managment 701 NW l'' Court, 6t" Floor, Miami, Florida 33136 Work: (305) 372-6931 Office Hours: 8:00am — 4:30pm http://www.miamidade.gov/environment "Delivering Excellence Every Day" Please consider the environment before printing this email. 1 Miami -Dade County DERM COASTAL RESOURCES SECTION Class I Final Inspection Report Permit Number: CLI-2017-0348 Waterway: Biscayne Bay Project Name: Gamma Group Investment Contractor: Miami Beach Seawalls, Inc. LLC Date: August 13, 2018 Location: 1460 NE 101 St Miami Shores, FL 33138 Time: 09:00 Inspector(s): F. Alvargz- I. PERMITTED PROJECT: A. WORK & DIMENSIONS: • Authorization for the installation of 52.1 linear feet of new concrete seawall between 21 and 73.1 linear feet from the west property line. The wetface of the new seawall will be in line with the adjacent seawall sections. • Authorization for the installation of 12 batter piles, 12 king piles, and 105.8 linear feet of concrete seawall cap. The seawall cap will measure 3 feet wide, 2 feet high, and extend 1.6 feet waterward of the seawall. • Authorization for the installation of 52.1 linear feet of limerock riprap boulders along the new seawall. The riprap consists of 1 to 3 foot. diameter boulders and placed at a 2 horizontal: 1 vertical slope and extends a maximum of 8 feet waterward from the base of the new seawall. • Installation of a 7.5 foot wide by 12 foot long (90 square foot) marginal wood dock located between 22 and 34 linear feet from the east property line. The dock will be supported by 2 new wood piles. • Installation of 2 wood mooring piles located at 22 and 34 linear feet from the east property line and 19.5 feet waterward from the face of the seawall. • Installations of a manatee grate on the existing outfall located near the east property line. B. REQUIRED MITIGATION: • N/A II. COMPLETED PROJECT: A. WORK & DIMENSIONS: • Manatee grate installed as per Specific Condition #3 • All work as per final approved plans with minor deviations. CLI-2017-0348 1 of 5 B. MITIGATION STATUS: • N/A III. NOTES/RECOMMENDATIONS: The authorized structures have been installed in substantial compliance with the above referenced Class I permit. Recommend closure of the file. See attached photo card and site sketch. ATTACHMENTS: ADD'L NOTES ❑ PHOTOS ® SITE SKETCH CLI-2017-0348 1-19' Site Sketch NTS Biscayne Bay I2'Lx7.6'W 91.2 sq ft 1 4 -22' ► Uplands 1460 NE l Ol s' St Figure 1 — View of the installed manatee grate 2 of 5 Figure 2 — View is towards the east property line from the installed dock .10 080h8020111,3 Figure 3 — View is from the eat property line towards the west CLI-2017-0348 3 of 5 Fi • ure 4 — View is from the u • lands of the installed dock and moorin CLI-2017-0348 Figure 4 — Underneath view of the dock from east to west 4 of 5 Fi• ure 5 — View is towards the west property line from the installed dock Figure 6 — View is from the west property line towards the east CLI-2017-0348 5 of 5 JOHN H. BUSCHER, P.E. STRUCTURAL • CIVIL CONSTRUCTION MANAGEMENT August 10, 2018 Miami Shores Village Building Department 10050 N.E. 2"d Avenue Miami Shores FL 33138 Re: Residence at 1460 NE 101st Street Miami Shores FL 33138 New Wood Dock Permit No. Dock 4-18-906 Final Inspection Building Official, Building Official, Per the request of the contractor, Miami Beach Seawalls, on August 9, 2018 I visited the above referenced project to inspect the above referenced completed wood dock and mooring pile installation. To the best of my knowledge and professional judgement, all inspected elements have been completed in substantial compliance with the approved permit drawings. If you have any comments or questions regarding this letter, please do not hesitate to contact me. Sincerely. 2 ,cr4 OF 7• ohn H. Buscher, P.1 ,'' ' FL PE #41844 '�,, cd;�a�1 D <Q`��.`� 4404 S.W. 139TM COURT, MIAMI FLORIDA 33175 TEL. 305-554-9170 E-MAIL JBUSCHER@BELLSOUTH.NET 4 4 4 4 PILE DRIVING LOG Wood Dock and Mooring Piles Dates: 7-16-18 Project: 1460 Project Address: 1460 NE 101st Street, Miami Shores FL Permit # DOCK 4-18-906 Hammer type Hammer WT drop length (ft.) Dead blow 4,000 lbs 6' Pile # & size #blows last 3" #blows last ft. Tip EL. Remarks 1 - 12" diam. Wood Pile 16 21 -12 ft CCA wood Pile 2 " " 14 24 -12 ft 3 " " 15 28 -14 ft ;` " :t 4 " " 18 30 -14 ft It :: .. •�` LIC FNs . F� %s IVp `� ' 918 4q �• ST . evasions measured from top of eOS. CP • •RiDA• ��',.�` Inspected by John H. Buscher, PE ''+i 0/ •d �• .4 .: H. BUSCHER, %.E. Consutng Fr g neeer PE ;' 41644 (Structure!) 4404 -.5'N 139tn Ccu:t tvliomi, FL 33175 Tel. (30 ) 54-91 i 0 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone:. (305)795-2204 Project Address Parcel Number it Permit NO. DOC-4-18-906 Permit Type: Dock. Work Classification: New Permit Status: APPROVED 4120/2018 Expiration: 10/17/2018 Applicant 1460 NE 101 Street Miami Shores, FL 1132050240050 Block: Lot: GAMMA GROUP INVESTMENT L Owner Information Address Phone Cell GAMMA GROUP INVESTMENT LLC 1460 NE 101 Street MIAMI SHORES FL 33138- ' (786)252-6374 1460 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) MIAMI BEACH SEAWALL INC Phone CeII Phone (954)822-7219 (954)771-1731 Valuation: Total Sq Feet: $ 10,000.00 0 Type of Dock: NEW DOCK Additional Info: Bond Return : Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $6.00 $4.50 $3.00 $2.00 $300.00 $45.00 $12.00 $8.00 $380.50 Pay Date Pay Type Amt Paid Amt Due Invoice # • DOCK-4-18-67083 04/06/2018 Check #: 25236 $ 50.00 $ 330.50 04/20/2018 Credit Card $ 330.50 $ 0.00 Available Inspections: Inspection Type: Final PE Certification PE Letter of Intent Final Framing in Progress Review Electrical Review Building Review Structural Review Planning 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 = - . , PLUMBING HANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OW co ion is accurate and hat 'll work will be done in compliance with all applicable laws regulating d contractor to do e w rk stated,. horized Signature: owner / Applicant / Contractor / Agent April 20, 2018 Date Building Department Copy April 20, 2018 1 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 RCETD R 0 62018 FBC 20 (�I BUILDING Master Permit No.i _I 9 -9( PER IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: //71‘10 l E io' 5- City: Miami Shores County: Miami Dade Zip: 33/38 Folio/Parcel#: /i - 3 aoiDay[ - OO5"p Occupancy Type: Is the Building Historically Designated: Yes NO Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Gcun"a, GCoarlV( McI( £.LC Phone#: 6 23'2 C32 Address: 1 wen (�j[s nt h City: 11.1.144.I State: Zip: 331 Address: 'YaY Su) /3$ 1'''L / 121s l�Btsc. �Z Value of Work for this Permit: $ �D) �� 0 ,b-D Square/Linear Footage of Work: Type of Work: Li Addition ❑ Alteration [New ❑ Repair/Replace ❑ Demolition Description of Work: Tenant/Lessees Name: ,�.. �/"--� (,� Phone#: 7 $i0" 615A_.(o37C f Email: mike. 0 eitj Mk ceV1'(TV&hs�r, • rVL(..t n,�,�' �t '�5 CONTRACTOR: Company Name:��J lia,g$4 ��� csef,wa (�' NG . Phone#: git5 'pc j(1+ Address 6 1D1 / W bilge, Mil •54 , /27 City: HoiVA /11( 1� Mil 33/ 6a Zip: Qualifier Name: & (Rilef/qMe i itatmet.l6' Phone#: ll 3i5 3Q8 796 2- State Certification or Registration #: E-o? Certificate of Competency #: G? 7) DESIGNER: Architect/Engineer: a Al✓J ✓f7liS� h �j Phone#: 3() 5�V9I ) City: "7 /��2. State: - Zip: 33-1 2:-/-' Specify color ofcolorthru tile: Submittal Fee $ C Permit Fee $ 3CI3 * O CCF $ CO/CC $ •-- Scanning Fee $ Radon Fee $ 3• OL7 DBPR $ Li • sz) Notary $ ---- Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ ..-. TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Nam (if applicable) E Bonding C t pany's Address City f State Zip Mortgage tnder's Name if applicable) Mortgage tnder's Address City State _ . Zip • t —}; Application is hereby mad - to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commence 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 juri iction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,IB0ILERS, HEA ERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I c rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. L.$,.•.. "WARNING4TO,OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT -MAY RESULT IN YOUR I AYING.TWICE FOR IMPROVEMENTS TOE=YOURiPROPERTY."' IF gYOU'INTEND ii TO OBTAIN FINANFING, CONSULT WITH YOUR LENDER OR'AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." lim-, Notice to Applicant: As a condition to the issuance of a building permit with an estimated valuezexceeding,$2500; the;+opplicant:must promise in good faith: that a copy of the notice of commencementand construction lien law brochure will be delivered=to the person whose property Is subject•to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the, first inspectionwhlich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, -the inspection ill not be approved an • a reinspection fee will be charged. , �. 1 Signature S gnature` • rT, or AGENT # ; CONTRACTOR = , The foregoin i strument was acknowledged before me this The foregoing instrument w acknowledged before me this � ,, = as a i.� ,fir.... ,:.r r,>, z±. F ,ti111, :: �R!!aE,.... 5 flan �—/ . 20 / byG dayxof.. , 20 / y . by 13 ri•cr'rt, .fl4 rre I' , who is personally known to me or who has produced as identification and who did take an oath. CAlt iAort ! 011 mor who has produce identification and who NOTARY PUBLIC: to Sign: Print: Seal: o is personally known to ,i 'f )%!di,:,Q : Print: t . �QP 29' 2� �9Fs.. gQ 'o cSe sir; ®o® •:_� I. . it `P_ry _ °•„ a ; sisss�tsss*sessssssstsisssii+Mii• s ►'�" sss,rsrs�ssss*ssssts*`sss*ss+�*ssssssssssss+tsstss sWst+rt F � € t '(ij8lIC =STATE°,,���\� "arriiii►iiii Plans Examiner Zoning - Structural Review l ""'�R _ �'�"y - Clerk Page 1 of 1 Property Search Application - Miami -Dade County 94-44 Summary Report Property Information Folio: 11-3205-024-0050 Property Address: 1460 NE 101 ST Miami Shores, FL 33138-2613 Owner GAMMA GROUP INVESTMENT LLC Mailing Address 11098 BISCAYNE BLVD 401 MIAMI, FL 33161 USA PA Primary Zone 1600 SGL FAMILY - 3501-4000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area 3,413 Sq.Ft Living Area 2,435 Sq.Ft Adjusted Area 2,868 Sq.Ft Lot Size 12,351.6 Sq.Ft Year Built 1954 Assessment Information Year 2017 2016 2015 Land Value $1,574,315 $1,574,315 $1,457,699 Building Value $325,685 $308,070 $308,070 XF Value $0 $20,982 $15,981 Market Value $1,900,000 $1,903,367 $1,781,750 Assessed Value $1,900,000 $1,903,367 $622,956 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $1,158,794 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES BAY PK ESTS AMD PB 56-86 LOT 9 BLK 1 LOT SIZE 102.930 X 120 OR 14213-353 0789 4 Generated On : 4/6/2018 Taxable Value Information 2017l 2016l 2015 County Exemption Value $0 $0l $50,000 Taxable Value $1,900,000 $1,903,3671 $572,956 School Board Exemption Value $0 $0 $25,000 Taxable Value $1,900,000 $1,903,3671 $597,956 City Exemption Value $0 $01 $50,000 Taxable Value $1,900,000 $1,903,3671 $572,956 Regional Exemption Value $0 i $0 $1,903,367 $50,000 $572,956 Taxable Value $1,900,000. Sales Information Previous Sale Price OR Book - Page Qualification Description 12/22/2016 $3,550,000 30363- 3763 Affiliated parties 03/06/2015 $2,220,000 29528 2473 Qual by exam of deed 03/20/2009 $100 26822- 0149 Trustees in bankruptcy, executors or guardians 07/01/1989 $0 00000- 00000 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 4/6/2018 Detail by Entity Name Page 1 of 2 Florida Department of State Department of State / Division of Corporations / Search Records / Detail By Document Number / Div te ON OF COR Detail by Entity Name Florida Limited Liability Company GAMMA -GROUP INVESTMENT-12LO Filing Information Document Number L15000174138 FEI/EIN Number 47-5394179 Date Filed 10/13/2015 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 05/03/2016 Event Effective Date NONE Principal Address 11098 BISCAYNE BLVD. Suite 303 MIAMI, FL 33161 Changed: 01/27/2017 Mailing Address 11098 BISCAYNE BLVD. Suite 303 MIAMI, FL 33161 Changed: 01/27/2017 Registered Agent Name & Address GERARDO A. VAZQUEZ, PA 701 BRICKELL AVE. SUITE 2000 MIAMI, FL 33131 Address Changed: 03/13/2018 Authorized Person(s) Detail Name & Address Title AMBR BREINDEMBACH, JOSE 11098 Biscayne Blvd• Suite 303 MIAMI, FL 33161 http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/6/2018 Detail by Entity Name Page 2 of 2 Title AMBR GO)NC LVES'OSCAR' 11098 Biscayne Blvd Suite 303 MIAMI, FL 33161 Title AMBR KOHLER, YUMARY 11098 BISCAYNE BLVD. SUITE 303 MIAMI, FL 33161 Title AMBR BADIELLO, CATERINA 11098 BISCAYNE BLVD. SUITE 303 MIAMI, FL 33161 Annual Reports Report Year Filed Date 2016 01/07/2016 2017 01/27/2017 2018 03/13/2018 Document images 03/13/2018 -- ANNUA€.. REPORT 01/27/2017 - ANNUAL REPORT 05/03/2016 -- LC Amendment 01 /07t_016._r ANNUAL REPORT, 10/13/2015 -- Florida Limited Liability View image in PDF format View image in PDF format View image in PDF format View image in PDF format View irnage in PDF formal http: //search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/6/2018 miami eachSPdWd S 7027 W.Dixie Highviay, Suite 127 orth Miami Beach, Florida 33160 305-945-2114, fax 305-945-2329 seawallcAbellsouth.net CONTRACT 1460 NE 101 Street Miami Shores, Fl c/o Mike Jaar Gamma Construction iiNal ],cord June 23, 2017 Page 1 of 2 MIAMI BEACH SEAWALLS, INC. (hereinafter called the Contractor) and GAMMA CONSTRUCTION (hereinafter called the Customer), hereby affirm and agree upon the terms and conditions hereinafter set forth and continued in this contract. Work to be performed: - 12' x 8' dock with lift piles 96 sq. ft. framing and decking fastened to cap (12 linear feet) -2 mooring piles to accept lift 2 dock piles to accept lift Mobilization CONSTRUCTION COSTS $10,000.00 NOTES: Price Does Not Include: Survey fees, bonds, asphalt, mitigation fees (if required), electrical, plumbing, landscaping (sod, sprinkles, trees, etc.) fence repairs or replacement, Tile, etc. Permit Fees. -Contract is limited to the current owner of the property and shall immediately become null and void if above stated property is sold to new owners during the course of the permitting process and/or actual work. Permitting fees are non -transferable and non-refundable. - If the applicable Building Department requires additional work other than described, those costs are not included. -It is the owner's responsibility to supply contractor with an updated signed and sealed Property Site Survey and Elevation Certificate (NAVD) no more than (6) months old which clearly indicate the boundaries of the property. The survey must properly identify the construction area. -If the applicable Building Department requires additional work other than described. Those costs are not included. - Contract is limited to the current owner of the property and shall immediately become null and void if above stated property is sold to new owners during the course of the permitting process and /or actual work. Permitting fees are non -transferable and nonrefundable Page 3 of 3 -Latent Defects not discernable by visual observation in existing construction that impact contract price shall be cause to submit a "contract change order". -Contracts are subject to Permitting Agency(s) Approval. - Permit Delays not being the responsibility of Miami Beach Seawalls. Agencies comprise of: Local, County, State, DERM, FDEP, Army Corp of Engineers. Contractor and Customer herein signify their acceptance and approval of this contract by their signatures shown below, and agree to be bound by the conditions stated here, rian J Moretti! President Own . Authorized Representative 4