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REV-16-2188 Miami Shores VillageRE��rV�7E Building Department AUG 03 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 CC� Tel:(305)795-2204 Fax:(305)756-8972 BY: f INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC201 q S — BUILDING Master Permit No.kJ W-1 J1k /1-3-1 PERMIT APPLICATION Sub Permit No.7F-.e\j (6 212 ❑BUILDING ❑ ELECTRIC ❑ ROOFING VISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP NCONTRACTOR DRAWINGS JOB ADDRESS: 3v/ "�` o City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: // a - 014-06 a-O Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFEs:: OWNER:Name(Fee Simple Titleholder): aft Phone#: _,J6 5- 8017 `�lOk Address: 150 l AI JE- /00 5+&e5+&el �j City: jj ao 9hars State: zip: c-3G3�/38r Tenant/Lessee Name: Phone#:%zi0.7-Gid 7 e>606 Email: 1C 0 Q ev z• �i$YM CONTRACTOR:Company Name: 41� �` /�G'�L'!/9 `�G S Phone#: -ZI14 Address: , ®�7 b(ssf 12txie &V jE-a -77 City: A" jGt'w,Q 73e-c [/(� State: Zip: 537/� Qualifier Name:&%� TIwe-,* Phone#: State Certification or Registration#: f _ LL Certificate of Competency#: DESIGNER:Architect/Engineer: �hn Phone#: ra �O o��� Z Address: elfol�� —SU) `i� t^I ./�"�' City: State Zip: �3 Value of Work for this Permit:$ J0��1 Square/Linear Footage of Work: o2 /, - Type of Work: Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ! n Lua 11 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated val xc eding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction li law r c e will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice f com e c en must be pos.�;d at the job site for the firs 'nspection which occurs seven (7) days after the building permit is i u t bsence o uch sted notice, the inspection i not be approved and a reinspection fee will be charged. -4 ��I" Signature Signatur OWNER or AGENT CO TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this r;?— day of ALc4 20 4 ,by 2 day of Aq 20 Ib ,by A^M C t OW4 J who is personally known to �::JIt vK- who is personally known to me or who hi produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTA I NOTARY PUBLIC: , -::�) z (2- z.Zz�S n: S DARIANO Sig . NO Prin . Print: Seal• (407)39"153 �01a�0 Seal: (44MOT &0+53 FI Votaty5em�• �*•a�x�x*s����x�w�x�x�x��a��s�x��s��**�a�**� �*��a� *�***��*���+x**�x**�*m�xa�x�w���•�**�**•*�x��x�x�.*�r*��****�+��**�xmw**��**��r APPROVED BY A Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) e Miami Shores Village Building Department 10060 NE 2"d Ave. Miami Shores, FL 33138 306-795-22041 Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDINU DEPAWrMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I(We)have been retained b IlY 1�f Y�• "VA"41 special inspector services under the Florida Building Code P Edition(2014)and Miami Dade PntyAdministrative Code at the j 3 to �� S project on the below listed structure as of_ ;V11- (date).l am a registered architect/professional engineer licensed in the State Florida. Process Number. S�1 (` ` l (i •••• • • •••• •••••• _Special inspector for Reinforced Masonry,Section 2122.4 of the FBG 51'Edition(2014) '•.' : •• • •' _Miami Dade County Administrative Code,Article it Section 8.22 Special Inspector for ••• •• •• • •••••• _Trusses>35 ft.long or 6 ft.high •••••• •••• •••• • • _Strati Framing and Connections welded or bolted *000* 0 0•• ••••• 0000.. . 0000• —Soii Compaction • • .. . . •. •. •• .• 0.000. _Precast Attachments •••.•• • •' _Roofing Applications,Lt.Weight lnsul.Conc. 0 0.9.0 ?L Other_ /N pa L*6 • 0 0so 0 000 0 • • Note.Only the marked boxes apply. •• • The following individual(s)employed by this frim or me is authorized representative to perform inspe tion* 1. 'J'J If'1. VSGt12 3. 4. *Special inspectors utilizing authorized representativcs shall insure the autliorizcd rcprescniative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect:graduation from an engineering education program in civil or structural engineering: graduation from an architectural education program;successful completion of the NC CES rundamentals Examination, or registration as building inspector or general contractor. I(we)will notify the Miami Shores 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 Building Department Inspector. All mandatory inspections,as required by the Florida Building Code,must be performed by the Miami Shores Building Department.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 work under each Building Pe-mit,I will submit to the Building Inspector atthe time of the final inspection the completed inspection ing 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 approval plans. Engineer/Architect Name _ 1014N H. BUSCHER, P.E. ed and sealed Print Consulting Engineer ate: Address —PE #41844 (Structural) 4404 SW 139th Court Miami, FL 33175 Y Tel. (305) 554-9170 TOO[n saes 69CgSt650V 5V.3 fg:60 OTOZ-,�.': Tf Moretti_ _Retaining Wali.xmcd Design Riverside Retaining wall reoair to retain • 2.5 feet(max.)of dry soil fill. • A.' Determine seawall retained soil characteristics and describe seawall aeomet_ry 1) Soil Characteristics For soil described as silty sand-gravel mix of medium density,ASTM classification GM Gs 2.0 Soil weight, dry or moist -Y:= 110 psf. Water weight -YH2062.4 psf. Soil weight, submerged yprIme:= 50.0 psf Friction angle, internal cp soil:= 30 degrees 2 Coeff. of active earth pressure(gravel/sand mix)ka:= tan W _ .0-soil ka 4 360 • • 0000 0000•• � _soil •• • •• • • Coeff. of passive earth pressure kp:= tan — +4 36A .••.�• kp=03.000• �••�;• • .•••.. • • 2) Seawall Geometry •••••• ••.• •..• • • •..• •.•• ..••• Free height of wall (top of wall to top of footing) Hwall 3.0 •Pt',••; •• , ; •• ••• .• •• .. •. 0.00.0 Distance from top of cap to fill grade df;ll:= 0.5 :ft. ' . 0000:• Height of retained fill Hf:= Hwall-tdfillf••• : Hf_,2 30•• ft.* •• Mean Water height (above top of footing) Hmlw:= 0.0 ft. Unbalanced water height above mean water H 0.0 ft. u�_ John H. Buscher, PE New Retaining Wall Consulting Engineers at propoerty line Cigna Margolis Residence Structural 1301 NE 100th Street PE#41844 Miami Shores, FL 33138 4404 SW 139th Court Date:August 2,2016 Miami FL 33175 Tel (305)-554-9170 �'� Page 1 of 7 B) Determine bulkhead forces, and action line distances v, above top of footing a) Force due to surcharge on inside face of wall qsur:= 0.0 psf. for no surcharge qsur Hf Fsur= 1000 Hf Fsur=0 kips/ft. Ysur:= 2 b) Forces due to dry/moist backfill on inside face of wall 7 (Hf- Hmlw)2 Hf- Hmlw F71 := ka.1000 2 F.y1 =0.11 kips/ft. y.11 == Hmiw+ 3 kips/ft. H mlw F72:= ka'1000 wmw y2 . y2 2 c) Forces due to unbalanced water pressure on inside face of wall s • 2 • • 0000 0000.• ^(H20 Hu 0000 s •••• Hu •� F7 .H201 := 1000 2 F-yH2O1 =0.00 kips/ft. . 201 :_ . 3 •••••• 0.0000 . • • 000..0 ..•• •... • • IH2O ( } ff 0000•• �t • 0000• F-yH202:= 1000 `Hu`'tHu� FyH2O2=0.00 kips/ft. •• }2 ••2* i 00i0•' 00 •. •0 •• 0000•• d) Force due to submerged backfill on inside face of wall 0000•• • •• • • • . .0000• 000..0 2 • • • • • (prime Hmlw �••• : OWROW e•••0� F-yprime= ka' 1000 2 F^lprime =0.00 kips/ft. Y-yprime:-'••3 e) Maximum Allowable Force due to passive earth pressure on outside face of footing Deff:- 1.0 kp 1'prime Deff 2 -1•Deff F-yprime-P:= Gs 1000 2 Yryprime-p= 2 F-yprime_=0.04 kips/ft of footing f) Total Horizontal Force per foot of wall on back of wall Ftotal= Fsur+ F.y1 + F,y2+ F.yH2O1 + F-IH2O2 + F-yprime Ftotal=0.11 kips/ft John H. Buscher, PE New Retaining Wall Consulting Engineers at propoerty line Cigno Margolis Residence Structural 1301 NE 100th Street PE#41844 Miami Shores, FL 33138 4404 SW 139th Court ' Date:August 2,2016 Miami FL 33175 Tel(305)-554-9170 Page 2 of 7 • C) Determine Moment is Cantilever Retaining Wail Take Moments about Design Centroid Point of Passive Earth pressure; b at top of concrete footing a), Moment due to surcharge on inside face of wall slab Msur Fsur'(-Yryprime_p + Ysur) Msur=0.00 ft-kips/ft b) Moments due to dry/moist backfill on inside face of wall slab M-y1 F-y1'(-Y7prime_p -�- Y71) M.t1 =0.15 ft-kips/ft. M-y2 F72'(-Y yprime_p +Yry2) M12=0.00 ft-kips/ft. c) Moments due to unbalanced water pressure on inside face of wall slab M-yH2O1 F-jH2O1'tt(-Y-yprime_p +Y-yH2O1) M-yH2O1 =0.00 ft-kips/ft. M-fH2O2 F-jH2O2'1-Y7Prime-p + Y-IH2O2) M vH202 = 0.00 ft-kips/ft. d) Moment due to submerged backfill on inside face of wall slab M7prime Frypdme'(-Yvrim" + Yryprime) M-yprime =0.00 ft-kips/ft. e) Sum of Moments due to pressures on inside face of wall slab about point b Msum Msur+ M-11 + M-12+ M7H2O1 + M-yH2O2+ Mryprime Msum 0.15 ft-kips/ft. 0000 000..0 . 00 • .. . • 00000. 00 0 000000 000000 . . 0 000000 0000 000. 0 0 0 0 0 0000 0000 00000 00000. 0 0 00000 •• •• 0• •• 0000:0 .0000. • 0 . . 0 . • :.00:0 . 000000 0 0 • 0 0 •000000 •• . 0000 • • 0 John H. Buscher, PE New Retaining Wall Consulting Engineers at propoerty line Cigno Margolis Residence Structural 1301 NE 100th Street PE#41844 Miami Shores, FL 33138 4404 SW 139th Court Miami FL 33175 Date: August 2,2016 ® rr'� <ti Tel (305)-554-9170 `V Page 3 of 7 • C) Check stability of wall and footing against sliding due to pressures on inside face of wall slab about point b at waterward toe of footing: Ftotal:= Fsur+ F-y1 + F-y2+ F-yH2O1 + F-yH2O2 + F-yprime Ftotal= 0.11 kips/ft tftg:- 0.75 ft wsoil_dry 7 .(Hf- Hmiw) wsoll_dry=0.28 ksf 1000 'Yprime wsoil wet prim (Hmlw) wsoil wet=0.00 ksf 1000 wftg 150 tftg wftg =0.11 ksf widthftg:= 3.0 ft twali 0.67 ft hwall 2.0 ft 1000 150 wwall 1000'twa11'hwall wwall=0.20 k1f [C:= 0.5 friction coefficient for fresh concret on existing roughened concrete Fp i�'i'vsoii_dry wsoii_wet wft91'widthftg F.-0.58 kipz_!f`, i.5•Ftotal- OA kips, O�. 131) Check stability of wall and footing against overturning due to pressures on inside face of wall slab, about point b at propoert line toe of footing: Msum Msur+ M,y1 + M.y2+ M-yH2O1 + M^IH2O2 + M7prime Msum =0.15 ft-kips/ft. tftg 0.75 ft wsoil_dry �Hf-1000 Hmlw)t. wsoil-dry=0.28 ksf Iprime wsoil_wet 1000 (Hmiw) wsoii wet=0.00 ksf 0000 wftg 150 tftg wftg =0.11 ksf widthftg' 3.0 ft • ••••' •••• • 1000 .• • 00 0 • 0 • 0 • ••..•. .. • .••... 2.33 •••6OLlthftg . • Mrest (wsoil_dry+ wsoil wet)'{widthftg -t fall) (\ + .67 + wftg•widthfte 000000 ••• 0000 • • 2 .2 • • 0000 •0•• 00000 • • M = 1.68 ft-kips/ft, > 0000•• • 0.00• rest- p 1.5'Msum =0.23 ft-kips/ft, OK 00'00' 000000 00.000 0000•• • • • 132) Check Weight of wail plus fill on 3"diam. pin piles at 10 feet o/cs f1e!--;O.0 :ft.":., ••••�• 000 • • • • MOW (wsoil_dry+ wsoil wet)'(widthftg-twail) +wftg•widthftg Wtotal0=098 Vmft0 '••••' •• 0 Wtotal'spile Ptotal 2 =4.89 tons < Pallow 5 tons for one 3" diam. sched 80 pile , OK John H. Buscher, PE New Retaining Wall Consulting Engineers at propoerty line Cigno Margolis Residence Structural f 1301 NE 100th Street PE#41844 ( Miami Shores, FL 33138 4404 SW 139th Court Date:August 2,2016 Miami FL 33175 Tel (305)-554-9170 -u Page 4 of 7 E) Determine Required Concrete Cantilever Retaining Wall Size and Reinforcing a) Maximum Shear and Bending Moment Vu:= 1.7-Ftotal Vu =0.19 kips./ft Mu:= 1.7•Msum Mu = 0.26 ft-kips./ft b) Check vertical steel and shear steel in concrete wall for horizontal loadin g. wall is 8" thick fc:= 4000 psi. fY:= 60000 psi. b:= 12 in. t:= 8.0 in. flex:= 0.9 shear:= 0.85 dface:= t-4.0 in. , to provide 3" cover (min) dface=4.00 in. 4)shear Oc•_ 1000 2 Y " b dface (OVc=5.16 kips VC 2 =2.58 kips. > Vu =0.19 kips, therefore no snear reinforcement is required. 1200Q b•dface•fc -F(b-dfacwfc?-2-b-fc--!u- Averts_rey:= f flex Y Averts req=0.014 W' AS_bar 0.31 in.2/bar Ave A 12 for#5 at 12 rts-Prov•= 5-bar'24 Averts_prov=0.16 in ' > Averts-req=0.014 in= OK#5 bars at 24" O/C 0000 . . 0000 0000.. .0 0 00 a ...... 0000.. 0000.. 0000 0000 . . 0000 0000 00.00 00 00 00 00 000000 0000.. . . . ... 0000.6 0000 . . 0000.. 00 . 0000 0 0 John H. Buscher, PE New Retaining Wall Consulting Engineers at propoerty line Structural Cigno Margolis Residence PE#41844 1301 NE 100th Street Miami Shores, FL 33138 4404 SW 139th Court Miami FL 33175 Date: August 2,2016 `® ', ti Tel (305)-554-9170 Page 5 of 7 i F) Determine Required Footing Size and Reinforcing_ • a) Maximum Shear and Bending Moment Vu:= 1.7•Ftotai Vu =0.19 kips./ft Mu := 1.7•Msum Mu =0.26 ft-kips.!ft b) Check short way steel and shear steel in concrete footing for wall overturning loading Footing is 9" thick fc:= 5000 psi. fy:= 60000 psi. b:= 12 in. t:= 9.0 ir. rhfiex 0-9 shear 0.85 dface t-4.0 in. , to provide 4" cover (min) dface=5,00 :n. 10shear 4)vc:_ 1000 '2'�'b'dface 4)Vc=7.21 kips OVc 2 =3.61 kips. > Vu =0.19 kips, therefore no shear reinforcement is required. 2 Mu 12000 b'dface'fc- tb'dface•fc} -2.b.fc. Ashorts req - Y 'Oftex f 12 Ashorts_req=0.012 in- A5—bar 0.31 in.2/bar Ashorts_prov A5—bar'122 for#5 at 12 Ashorts-Prov=0.31 +n.- > Ashorts-req=0.012 in' OK f#5 bars at 12" OIC each way • • •••. 9999•• 9999.. •. • •...•• • 9999•• • • • 9999•• 9999 9999 • • 9999 9999 9•••• 949••• • • 9.000 •• •• •• •• 9999•• • •99.9• • • • • • • 9999•• 9999•• • • • 9999•• •• • 9999 • • John H. Buscher, PE New Retaining Walt Consulting Engineers at propoerty line Cigno Margolis Residence Structural 1301 NE 100th Street PE#41844 ` Miami Shores, FL 33138 Miami FL 33175 • 4404 SW 139th Court �1 V, Date: August 2,2016 Tel (305)-554-9170 Page 6 of 7 i G) Determine Required Axial Capacity of Pin Piles to support superimposed weight of retained soil and Weight of Retaining wail plus Footing spile:= 15.0 ft. max 150 wftg --.tftg wftg = 0.11 ksf widthftg:= 3.0 ft twail:= 0.67 ft hwall:= 2.0 ft 1000 Wfooting wftg-widthftg'spile Wfooting=5.06 kips 150 wwall 1000 -twall•hwall wwall =0.20 klf Wwall wwall'spile Wwall=3.02 kips p:= 0.5 Wsoil (wsoil_dry + wsoil_wet)(widthftg-twail)'spile Wsoil= 9.61 kips Wfooting Wsoii 2 + Wwall + 2 Ppile_req 2 Ppile_req =5.18 tons < 5 tons for 3" diam. x Schedule 80. 36 ksi min.steel pin pile©K per soil report • . ••.. 0.000• .00.00 •• . 0000•. • 0000•• • • • 0000•• 0000 0000 • • 0000 0000 0000• 0000•• • • 0000• 0• 00 •• •• 0000•• 0000•• • • • • • • • • • • • 0000•• 0000•• • • • 0• • • • • 000•• •• • 0000 • • •00• • John H. Buscher, PE New Retaining Wall Consulting Engineers at propoerty line Cigno Margolis Residence Structural 1301 NE 100th Street PE#41844 Miami Shores, FL 33138 4404 SW 139th Court�' Date: August 2, 2016 Miami FL 33175 Tel (305)-554-9170 Page 7 of 7 NEW CONCRETE WALLz ' N ca �o�o ��++Q� a o� .4 ZpUN�M tr)r) 1301 N I OOTH STREET �CCIGNO - MARGOL15 RE51DENC E.7 6T y MIAM15HOKf5 , E 33136 AUG 03 2016 r -•* BY• __-.. LLLLLLLLLLLLLL GENERAL NOTES L LLLLLLLL L r CONCRETE AND REINFOI STEEL L W LLLLLLLL L ` p y L LLL f- L _ 1. ALL CONCRETE(EXCEPT PRECAST PILES)SHALL HAVE MAX WIC=0.40CA �� AI N ul Q� COMPRESSIVE STRENGTH OF 5000 P.S.I.AT THE END OF 28 DAYS.FOUR(4)CONCRETE v U L L t" - CYLINDERS SHALL.BE TAKEN FOR EACH 5 CUBIC YARDS OF FACTION THEREOF SHALL BE L •o,� M L TESTED AT 3,7$28 DAYS.SLUMP SHALL NOT EXCEED 5"(f 1") L m W M L 2.ALL REINFORCEMENT SHALL BE 60000 PSI MINIMUM YIELD NEW BILLET STEEL.IN ACCORDANCE L :5 M J- L WITH ASTM AG 15 GRADE GO.ALL BAR LAPS SHALL BE A MINIMUM OF 3G BAR DIAMETERS, L CQ y! iA L .., ,,_ '4 t;•' *-' PIACI NG OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI CODE AND MANUEL OF L •,d 3_ 1 L N MANUEL STANDARD PRACTICE. L 2� Q M L - 3.ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES FROM BATCH TIME,AND VIBRATED AS L REQUIRED BY THE ACI MANUEL OF CONCRETE PRACTICE.TEMPERATURE OF CONCRETE AT THE L L L^' LLL d' L TIME Of PLACEMENT SHALL BE BETWEEN 75'AND I00'F. L LLL L L^ LLLLLLLL L " 4.ALL CONCRETE DECK SURFACES SHALL HAVE A LIGHT BROOM FINISH. L LLLLLLLL L r LLLL LLLLLLLLL STEEL w 1. ALL MISC.STEEL COMPONENTS,BOLTS AND HARDWARE TO BE TYPE 3 1 G STAINLESS V STEEL AS AN ALTERNATE,HOT DIPPED ZINC GALVANIZED A3G OR A307 STEEL MAY BE Z •• • • • USED. • • � •• • •••••• •• I-I • M15CELLANEOU5 (j) • • •• ••••• • �. F$ 1. FASTENERS EMBEDDED INTO CONCRETE STRUCTURE SHALL BE ANCHORED WITH TWO PART •••�• � �fD EPDXY ADHESIVE("HILTI"HIT MY-100 CARTRIDGE SYSTEM OR EQUAL).ANCHOR HOLES W M 4 • SHALL BE DRILLED TO/a"GREATER THAN THE SPECIFIED FASTENER.HOLES SHALL BE •••••• H 6- LL J IA •� ••••• DRILLED TO MINIMUM DEPTH SHOWN ON THE PNS,AND SHALL BE THOROUGHLY CLEANED •••• • OUT AND DRY PRIOR TO INJECTION OF EPDXY. N•• •Q •••• a i •••••• N 2. GENERAL OCLu ••••• • O �){ � 1j1 Jilhf� I. ELEVATION SHOWN REFER TO NAVD OF 1988 X ••••• 2.ALL DIMENSION ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD. • • • I N � •". �' 3.IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND • • Q H ••••• AUTHORITIES HAVING JURISDICTION.ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER ••• Z 0 � • OF RECORD BEFORE PROCEEDING WITH WORK. •• • O V ••••• 4.IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO V $ • COMPLY WITH LOCAL,STATE,AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THIS •• to PROJECT.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN Z HIMSELF BY ALL PROVISION OF THESE PERMITS. 5.APPLICABLE BUILDING CODE.FLORIDA BUILDING CODE 2014 5Th EDITION ti 0 �. PIN PILING 1. PIN PILES SHALL BE Y DIAMETER SCH. BO HOT DIPPED GALV. FILL MATH CONCRETE AND TO BE DRIVEN TO 12' MIN. PENETRATION INTO FIRM MATERIAL OR TO REFUSAL . date 06-02-1 G slued 13Q> v 2(9 drawn CT checked jMB r i .isC) nS �t�l�.�'Cl.' _ oroject no. • 1 �9 � rev�s�ons: 43vfir)^moi LOCATION PLAN N.T.S. ` ' LEGAL DE5CRIPTION: - - - TRACT B OF CORDON TRACT ACCORDING TO THE PLAT THEREOF A5 RECORDED IN PB 55 1 " , , , , - _ i sheet no. � ��".I� - PAGE 20, OF THE PUBLIC RECORDS OF MIAMI-DADS COUNTY, FLORIDA. w I LANCE WITH AL L ,\�o S-1 FOLIO # 1 1 -3205-014-0020 V III, 1 Fs ArlF)ni-(-,In ATInNs r,1 "U OU . - - 5Ir rBACK x z Ills, W 0- da EXI5TING 7,000 LB ELEVATOR BOATLI FT. PROVIDE 4 #5 DOWELS. DOWEL 4 EPDXY G" MIN INTO CONCRETE SEAWALL ------"' � a' CAP fyci�c,�t If U! o q Lu NEW KNEE WALL&THICK, G�Qy` •. • ' •• s'. .•• . �. : .• • ' •• .�• • •....• •36"TALL AND 25'-4" LONG p4 �/x �O •....' u! ....� ON NEW 3a WIDE X 9," Q p h ...... . . DEEP FOOTING X 25^-4" LONG '��y�JO' pg x EXISTING 3'-O" •• ••• • CAP WIDTH �••�.� W 00 • 00 Zi • • • • (2) 3" DIA SCHED.50 HD PROPOSED PLAN GALV PIN PILE IN 3 LOCATION. SCALE: 30—P-O° o 12' MIN EMBEDMENT OR TO REFUSAL. �► PROPOSED CONDITION Off' 2p4�r xh date 0802-i6 towedJO. drawn CT �P checked prosect no. + TO rew5lons: A, �p sheet no. CONC. �p���o POOL �` S-2 2OF3 Uv PI; Z � a • u c~� � & o nTC� • 30 TALL CONCRETE LIU WALL #5 HOOK DOWELSlu VERT @ 24" O/CTOPOF WALL +G.20' (NAVD) #5 @ 12" OIC HORIZ BAR PROPOSED GRADE o _ +5.20' (NAVD) m I=1 I i— W o GRADE I I (—III — EXISTING GRADE •;; ; • I—IIMIII d I10- — • • • ••••• +4. I N 1 — m +4. (NAVD) •• .�y • I v ( • TOP OF FOOTING •••:•• a• ...:. 11 I I +3. 10- (NAVD) • z ..... 6 LU NEW 9" THICK BY 36" WIDE FOOTING AS PLAN. _ •'. �� • FOOTING REINF. # 5 TOP —11 I— I ( I I— ( 1=III �•� • •••• BAR @ 12" O/C SHORT - 4 - # 5 @ 12" O/C LONG — Y WAYS T+B AND (2) 3" DIA $ 5CHED 80 HD GALV PIN PILE. 3" DIA 5CHED 80 HD GALV PIN PILE A5 PLAN DRIVEN TO 12' MIN date oao2_i6 EMBEDMENT OR TO REFUSAL. Issued drawn CT • checked JHB project no. • rev ,ons: 1i1 sheet no. ® 30F3 • SHEEP PROPERTY ADDRESS, or uvmvmy 180'1 PIE 100th STREET [BIA@RI SHORES,FL.33138 1/1 FLOOD ZONE INFORMATION: I I TRACT OR I:OMMuwry aO.12oa52 PANEL 110.0308 sLFlx L `} j LOT 1 BLOCK 184-A I GORDON TRACT S FSM DATE Mii-2009 FLOC ZOtE AE+9A,l!E t10A,VE+190' I AMENDED PLAT OF TRACT 184-A MIAMI SHORES j (55-20) fEGALDESCRIPTION: S��oo FIP 0 9!2" SCALE: i 4'HaGHICBS.WALL NORTH LINE LOT 3, BLOCK 5 (43-80) i 4'HLCFIA9dLN8tfENCE jN0I.D.> s► a IN PLA BRACT B.OF GORDON TRACT,ACCORDING TO THE PLAT THEREOF,AS RECORDED FIP 0 W T K 55,AT PAGE 20, THE PUBLIC RECORDS tdU4bfl RADE COUNTY, LEGEND (W I.D.) I 889°1 V22"E 210.87' (R&M) BRACT jON 018 o.T ols ST ��90 ii CON REt LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT. ® A UNIT J s S `tea 28.5' LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS,LIMITATIONS, Yl C ENTER LINE �RRESTRIL"f KMNS,RESERVATIONS OR 1�(X) D fA MENT8. ELEVATION \; coo THERE MAY BE LEGAL RRESTWCTIONS ON THE SUBJECT PROPERTY THAT ARE NOT � � g0 SHOWN ON THE MAP OF SURVEY THAT MAY BE FOUND IN THE PL18UC RECORDS ABBREVIATIONS � � .34 4, •.' � � A CONIC OF MIAMI-DADE COUNTY,OR THE RECORDS OF ANY OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR R JURIBDRCTIONS MAY APPEAR. D-CENTRAL ANGLE O Z C.B.S.=CONCRETE BLOCK&STUCCO -� 0 `�' THIS SURVEY WAS CONDUCTED FOR THE PRS OF:ASBUILT SURVEY o 800" (SEAWALL)ONLY,AND IS NOT INTENDED TO DELINEATE THE REGULATORY CONC.=CONCRETE a "' R 78' =6363.71 JL ICTION OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY BOARD, R= . COMMISSION OR OTHER ENTITY. H=HEIGHTA A=48.22' k THE ELEVATIONS OF WELL-IDENTIFIED FEATURES AS DEPICON THIS SURVEY I.D.=IDENTIFICATION z CD c TED AND MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL.ACCURACYL=LENGTH(WHEN USED IN CURVE DATA) F1P 0 9t2 �} t!V! &T ��► OF 1110 FOOT FOR NATURAL GROUND SURFACES AND W100 FOOT FOR y. (NO I.D.) p9 , , iy y HARDSCAPE SUWACES,INCLUDING PAVEMENTS,CURBS AND OTHER MAN-MADE O(S=CFF SET 4.2' FEATURES AS MAY EXIST. BASIS OF BEARINGS 34 " d cc 0 LU WELL-IDENTIFIED FEATURES AS DEPICTED CSI THIS SURVEY AND MAP WERE XM) RECORDED&MEASURED !^— FIP 0 tt2 SES 61.22' (R&M) � I E � 53 m MEASU(MD TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 1110 FOOT X • UNLESS OTHERWISE SHOWN. Q � � � • � �� • Q Clnl • ••S'i •••• THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE STATED GRAPHIC r' z •• • +•�•- BOAT LIFT. SCALE IN ENGLISH UNITS OF MEASUREMENT.ATTENTION IS BROUGHT TO THE � � 1 U • r , FACT THAT SAID DRAWING MAY BE ALTERED MI SCALE BY THE REPRQDIIt:TION N.E. 100th STRE4.0 ' -----mIb om PROCESS o j { 37.A'-----• J� • (80 PIS IC RIGM OF WAY) W 39 3 t 7 79.1' ��$ • �P�I.E i.•* s••s ALL MEASUREMENTS SHOWN ARE IN THE UNITED STATES STANDARD FEET f Q' •••• REFERENCE BENCH MARK M ELEVATION:3.66 FEET(N.G.V.D.1929) c� h' 3.4' sp a 2•�� �"'�"•.• see** a > s FdU HOLE •• •• s•••• • • IF SHOWN ELEVATIONS ARE REFERRED TO N G.v D.OF 1829 x WEST 150.00' (R&M) 4'Haul ms.WALL • FIP 0112" � O.T t7►S VAST• s•••i• ••••i THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP,POSSES" (Ivo LD.) SOUTH LINE LOT 3, BLOCK 5 (43-80) .'. OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR M�MOUAL M •• • •••• ••••• SUBSURFACE IMPROVEMENTS AND/OR ENCROACHMENTS WITHIN,UPON, Uj LOT 1 BLOCK 4 EARLETON SHORES .+' ACROSS,ABUTTING OR ADJACENT TO THE SUBJECT PROPERTY WERE NOT LOCATED AND ARE NOT SHOWN. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.ADDITIONS AND DELETIONS TO THIS MAP OF SURVEY BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY. k ! N.E /o/m, Sr t' THIS MAP OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE --a:-^-r---ws--- --------mr--= ENTITIES NAMED HEREIN AND THE CERTIFICATION DOES NOT EXTEND TO ANY s I UNNAMED PARTY. ? s , :m••Yu'K•m .NC 4LOI ass •3v a am-.�i _- ' b.,+.we at.. sarw*e' +suras%r i•"g'� •i:: � `-`��, S. .ay.. / • ye a • CERTIFY TO- MANCYCIGNO&RGOLIS SURVEYOR'S CERTIFICATION. {HEREBY CERTIFY:THAT THIS'ASBUILT SURVEY(SEAWALL)",AND THE MAP OFAffiVEY RESULTING THERE FROM,WAS PERFORMED UNDER MY S TRUE AND CORRECT TO THE BEST KNOWLEDGE AND BELIEF. 1O4J AND NC. /Oo—S t T . 8 360`SURVEYING AND MAPPING,LLC FLORIDA CERTIFICATE OF AUTHORIZATION NO.L86356 ,.: � >• `"_."..--------""--� t ! 3600 SURVEYING AND MAPPING,LLC 12.2E-1993 UP-oATM os-SM " N Land Surveyors-Land Planners OSCAR E.BAq P.L.S. AERIAL MAP LOCATION MAP 2000 150341051 UPDATED 0317 2015 REGISTSURVEYOR AND MAPPER 110.X34 (NOT TO SCALE} S � MIAMI,FLORIDA 33155 STATE OFFLORIDA. �T PHONE:(305 285.1002 tetetatxe49392 93'11 'a