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DOCK-08-19781 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)7564972 Scheduled Inspection Date: March 04, 2009 Inspector: Bruhn, Norman Owner: HELLER, DAVID & JUDE Job Address: 1300 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SOUTHERN MARINE CONSTRUCTION, INC. Permit Type: Dock Inspection Type: Final Work Classification: New Phone Number 3305- 757 -8142 Parcel Number 1132050100120 Phone: 305 - 861 -2764 Building Department Comments Inspector Comments Passed ,rneilse7451 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 03, 2009 Page 20 of 20 AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS . i. S e4 9 , NATIONAL SOCIETY OF PROFESSIONAL ENGINEER CONSULTING ENGINEER FLORIDA ENGINEERING • PROFESSIONAL BUILDING INSPECTION SOCIETY 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378 -1244 Established 1976 Village of Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Dear Building Official 2 March, 2009 Ref: 1300 N.E. 94th Street SCM, Inc I, J.N. Sheingold, P.E., having performed and approved the required inspections, hereby attest that to the best of my knowledge and belief, the installation of the dock and pilings comply with the permitted documents. I also attest to the best of my knowledge and belief, the approved permit plans represent the as -built condition of the structural and envelope components of said structure. This document is being prepared in accordance with Section 105.13.4.1 of the Florida Building Code and is being submitted to the Village of Miami Shores building department at the time of final inspection for the above referenced structure. Should you have any further questions or need any additional information, please do not hesitate to contact me. Since ly: eingold, P.E. 21181 alcIlA Miami Shores Village h Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. vul,1( 015- (T146 aster Permit No. Permit Type (circle): Building ) Electrical P um i ng Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1-42.. -7)(4 vt d )- kIIeIzPhone # /1j& i C'ivs) K01. Z7( Owner's Address I S 00 . . 9 -I - 5 &4-r- p e..4 -. City L 14 WI l S40i2 S . State R-td W Zip 33I 3 8 Tenant/Lessee Name Phone # Job Address (where the work is being done) 13 0o l 7_ . j City Miami Shores Village County Miami -Dade FOLIO / PARCEL # (1 - 3 -2- u - 0 1 0 12 Zip 3313 g Is Building Historically Designated YES NO t/ in 61" :1 ( `+ to (3. - G3 77 1-or i I l Sts 4-B4S Contractor's Company Name t3-) AL t,- uv l�--itt tt � . � r<�S S1- Phone # (50 S� 5S (- 2°7 t ,f Contractor's Address T . 0 cs > (..- -+) 4 ■ q City 1 Av'1 1 1'40- State Zip 33r‘11- O tcil Qualifier Name ( ICD S $ 4 Phone # SAM 0 4 S /4-30 V t State Certificate or Registration No. Architec Certificate of Competency No. 6 -1cjo-1 ngineer's )>Tiame (if applicable) 1`- . '. S k e Iru b (Li Phone # i� '/ 9 frG 0 0 Z Value of Work For this Permit $ Type of Work: LlAddition Describe Work: ❑Alteration Square / Linear Footage Of Work: C ua ❑New 1-7,‘" 'Repair/Replace ❑ Demolition 7 t ct_ � ) ? 7 /--I-(. nc I 0 �I 1 (.f•= *ttk 330°f n(p.105• Submittal Fee $ 510) Permit Fee $ Q e29" CCF $ ************************'***************F e e s************* *********************** ******** COICC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --> • 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 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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochu e will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commen en t st be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t abse «fe of such posted notice, the inspection will no : - approved and a inspection fee will be charged. Signature \� v ���� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this ?. The foregoing i strument was acknowledged before me this /2, day ofj_mt' _ , 20 % , by bkIfv 1. f/t tl( r , day of /wv , 20O by ?T /1/JS5( ���'�7� who is personally known to me or who has produced P. /�jj 7M) who is personally known to me or who has produced ► v As identifi , ni�i� Aof 34 NOTARY PU : LIC: Sign: P WAYNE CLAYTON WILLIAMS MISSION # DO 607150 S: December 26, 2010 ru Notary public Underwriters u My Commission Expires: r�l 2o(0 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Lg. 512.066 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission E APPLICATION APPROVED BY: (Revised 02/08/06) * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning HT 4483 • /4 '27/ack o/> re • z,' yo %vim 4 4`.R 7 N N 14 ✓SGr f Or / / /#4. /e T.L. RIGGS 31 SHIPPING AVE. MIAMI, FL 33133 (305) 448 -9032 Z 7 2 Sfor� /?es. '4 /3ov /s7 20 4 AZ nV 2s 3 S: 2 /24,7 'Gonc. 4.4 // cer/te.- smr /'i? . /Fecerli/e/ed C:>4 A T I- SIERIETOR MAPPER LS#2349 STATE OF FLORIDA y rs:" // ,, /6 ,.41. 61. 75:" /`s XS-. 116 /),/, rz/zy-7 / 24 - Q C U .aGU0-7C/Q / y $4-1 r-VTy d,14. /1j / I/Q/!7/ _J74.0, -e$ 047 !�I G- 't..�� dlG c- ,- / t7� t 7/ < -7e! e/ dks i --�°Ga rdC� / r7 ./ %1 )1. A 4'-© of / #.07 te. /6 0' /74e Zhc. iFec.c .0-(s. dItZe• 40k 071-7 1.,d+R CeZ* 47.73, ,C74!>/--/G14:k 2 /S7 /1/e.. 4414 z ,ecae0.4 ire 17/e //er his Wife C r7',s : �i/ i,- t /4rrr er /Ga t7 Tf/c Z'-? ..re-carr c e Corr�+Q rs y /< /i7 kk.,o/ , de•ker, . Al /lance /- / v 41S t 6 ... 07 1d a,--/ q,t°r dat / r` /.s e Z. _ ,- -rye dmizr,fcte e' Are e /..s "-red- .e:.,..ti e r dby Re-7 s2r �i�.s ,, ,e7 oc/ e ,% ?fh 44: /e v4, 1 e 1`r.s rte /a r /fob' e4;7'7� / ode e -roc • / Pct ,74:4?-797 e . "-It = . f .Ph : 3 4› /e>.6%2, '- ss Acil) . t-ac.. /iv CZ rr. • .rr 461 r* `t.rCe ✓er a 3 /va1 d c r + � r4t5: , .ekf ,r7 . •v�� // i alb %,y 1.4.4s74 c. #4,44-1 /4. e. re? ear- 4.2fe3te, 4.0 ' bas y.- e t /7 -5* wek /e • /& v c o 7,3 s N/ am: ar Ne gbu' st 92n¢ �t Na 910 Tar LOCATION PLAN SCALE: N.T.S. EXISTING BOATUFT, 6 PUISTING CONCRerE PILES AND WOOD DOCK TOREMAIN, • a :, // / /, /r1G'' ck,„ i r / ed.42 7 a as 1"&11,57 v EXISTING SEAWALL AND r PILES TO REMAIN, REMOVE EXISTING RETAINING WALL C^ ,c( /t So t eap 4 REPAIR EXISITNG SEAWALL WITH 15 NEW BATTER PILES AND CAP. REMOVE 3 REAR CONCRETE DOCK PILES, INSTALL 3 NEW WOOD PILL 4 • SURVEY SCALE: N.T.S. GENCRAL NOTES DESIGN IN ACCORDANCE WITH FLORIDA BUILDING CODE $ASCE 7 -02 PILE NOTES ALL WOOD PILES TO BE SOUTHERN PINE AND COMPLY WITH A.S.T.M. D25-79 AND BE PRESSURE TREATED WI C.C,A, FEDERAL SPECIFICATIONS TT- W -550D (I ) OR TT- W- 00550E (L) AND AWFA -MP -4. PILES TO HAVE A MIN, DIA. OF 12". PRESTRESSED CONCRETE RECOGNIZED TESTING LABORATORY TO VERIFY CONCRETE ATTAINING A STRENGTH OF G000 P5I IN 28 DAYS. CONCRETE SHALL ATTAIN A STRENGTH OF 3500P51 BEFORE STRANDS ARE RELEASED, REINFORCING SHALL BE PER ASTM A41 G- G8250K STRANDS WITH #5 GAUGE WIRE SPIRALS AT AN 8 INCH PITCH EXCEPT AT ENDS WITH G TURNS AT A 3 INCH PITCH. MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS: INTO BEDROCK- -6' MIN INTO YIELDING MATERIAL - 10' MIN. MINIMUM SAFE BEARING: 25 TONS PRECAST PILRECEI ED 0 TONS WOOD FILE Vv CONCRETE NOV 0 7 CONCRETE FOR THE CAP SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH I�LLr OF 5000 PSI AT THE END OF 28 DAYS. BERM ENVIRONMENTAL RESOtIROES REGULATION DIVISION REINFORCING ALL REINFORCEMENT SHALL BE G0000 P5I MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM AG 15 GRADE 60. ALL BAR LAPS SHALL BE A MINIMUM OF 3G BARS DIAMETERS, PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI AND MANUAL OF STANDARD PRACTICE CODES. STRUCTURAL LUMBER ALL DIMENSIONAL LUMBER SHALL BE PRESSURE TREATED, #1 GRADE SYP OR BETTER (BEAMS TO BE NON -DENSE SELECT STRUCTURAL) AND COMPLY WITH A,I,T,C, 1 09-69 SPECIFICATIONS. HARWARE ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A- 153 -80 OR AS SPECIFIED. ALL MACHI °Ir--G623 �I DG VANIZED ACCORDING TO ASTM BOLTS 14 A "E ALL STRUCTURES SHALL REMAIN UNL OTHERWISE NOTED TO BE REMOVED P.Y ciVAL 5 LTANTS: J. N. SHEINGOLD P.E. 12420 SW 75 AVE Phone: (305) 378-1244 Miami, Florida 33158 Fax: (304 CONSULTING ENGINEERS- GENERAL CONTRACTORS PROFESIONAL BUILDING INSPECTION EST 1976 PE # 21181 Ee N shoat roo, S -1 1 of 2 • 130' -6" +1- 55' -O" 16' -0" +/- 59' -G" EXISTING BOATUFT, DOCK AND CONCRETE PILES TO REMAIN. CUT BACK STRINGERS AS NESCESARY TO PIT NEW CAP, 3 NEW 12" 0 CCA WOOD PILES, P.T. 3"x12" HEADERS AS PLAN K". rrrr/'Lfir /ri•. r/r•/W FZIr,r,rzr r /!.fir! rrr rrl! rrr 130.5G' +/- NEW 22" WIDE x 40" CONC, SEAWALL CAP w/ 5 #5 CONT * #3 HOOP TIES @ 24"0.0„ PACE OF NEW CAP 9' -0" O.C. TYP. /r! rrr t!/# rstr .r.fr rat M. /LI /AI " %W vrzr�r /fir. EXISTING SEAWALL TO REMAIN. EXISTING "T" PILES * PANELS TO REMAIN, 15 NEW(12) 12"X- 12" PRECAST CONC. BATTER PILES AS PLAN PROPOSED an PLAN SCALE: 3/32 "� I' -O" T 1 I I I I I I I I I I I I I STRINGERS AND DECKING TO REMAIN TOP / SEAWAII EL + 6.6' MHW NGVD • ptrr;� r �• NEW P . 35(12' HEADERS W/ 2 -3/4" 01-1.D4, THRU -BOLTS W/ WASHERS M.h.W. EL I .6' N.G.V.D. MLW EL -0.4 NGVD SECTION SCALE:3 /8 "ga 1' -0" TOP DOCK @EL +6.0' MHW NGVD NOTE: 3" STEEL CLEAR TO CONC. 1 30.56' +/- NEW 22" WIDE x 40" CONC. SEAWALL CAP w/ 5 #5 CONT d #3 HOOP TIES ® 24"O.C., #5 DOWELS ® 24" 6" MIN EMB INTO C DRILL $ EPDXY GIRO INTO CAP EXISTING SEAWALL TO REMAIN. EXISTING "T" PILES 4 PANELS TO REMAIN. SECTION DERM COASTAL PRELIM% OAS `` PPROVAL NAME DATE Ti TOP/ SEAWAII @ EL + 6.6' MHW NGVD #5 DOWELS FOR EA. PILE DRILL $ EPDXY GROUT INTO PILE 15 NEW 12" 0 PRECAST CONC, BATTER PILES AS PLAN. MAW, EL I .G' N.G,V.D. MLW EL -0.4 NGVD RECEIVED NOV 0 7 2008 ENVIRONMENTAL RESOURCES REGULATION DIVISION CONSULTANTS: J. N. SHEINGOLD P.E. 12420 SW 75 AVE Phone: (305) 378.1244 Miami, Florida 33156 Fax: (30E CONSULTING ENGINEERS- GENERAL CONTRACTORS PROFESIONAL BUILDING INSPECTION EST 1976 PE # 21181 • tr4 r+ R 1 1 • 11 8 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138.0000 Phone: (305)795 -2204 Project Address 1300 NE 94 Street Miami Shores Village, FL 33138- Parcel Number 1132050100120 Blocic Lot Applicant DAVID & JUDE HELLER Owner Infonnatian Address DAVID & JUDE HELLER 1300 NE 94 ST WAND SHORES VILLAGE FL 33138 Contractor(s) Phone CeN Phone SOUTHERN MARINE CONSTRUCTION 305-W1-2764 (305)613 -6377 Phone Cell 3305 -757- 8142 305 - 725-0262 Valuation: Total Sq Feet $ 25,000.00 134 Available inspections : Fees Due Amount Bond Type - Contractors Bond CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: $300.00 • 315.00 X00 $5.00 $750.00 59.00 31875 $1,102.75 Total 1 Amt Paid 1 Amt Due $o00 $0.00 Payment Type: (442-Sailt- $ 0.00 Applicant Copy For Inspections, Cali (305) 795 -2204. Requests must be received by 3 pm for following day inspections. NOTICE In won to the recpdrements of thus perms, there may be AND TINE MAY GE ADDITIONAL PERMS REQUIRED FROM OTHER additional restrictions app8cabte to thls property that may be fund in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES. OR FEDERAL AGENCIES. Friday, December 5, 2008 2 INSPECTION RED+ Miami Shoes Village 10050 ALE. 2nd Avenue ... Miami Shores: FL 33138-0000 Phi: (305095-2204 RUC 7568972 ' POST ON SITE Pennit NO. CK -11 -08 -1978. xkCta,s iir i%rc Issue I 1215 INSPECTION REQUESTS: (305)7954204: Ems: 06/03/2009 REQUESTS ARE ACCEPTED DURING &JOAN `- 3:30PM FOR THE FOLLY BUSINESS DAY. Dock Parcel #:113205010012( Owner's Name: DAVID & JUDE HELLER Job Address: 1300 94 Skeet NE MIami Shores Wage, FL 33138 Owner's Phone: 3305 -757 -8142 Total Square Feet 134 Total Job Valuation: $ 25,000.00 Contractorts) Phone SOUTHERN MARINE CONSTRUCTIh 305-881-2784 Contractor WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE E ON FRIDAY. inspectian Sdiethifing Code . I0.+H 1 ` Final PE Certification Fanning In Progress PE Lem of latent ' b `°' a r r ' tit NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD ISDISPIAYED'AN D HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT .WORKS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY: A NOTICE OF . BUST I3E AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FIN ING.'CONSUL:T WLI'H YOUR LLENDE[t OR AN ATIORIEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. MAN COUNTY Department of Environmental Resources Management Coastal Resources Section 701 NW 1st Court, Suite 400 Miami, FL 33136 -3912 305- 372 -6575 Class 1 Construction Permit Permit Number. 2008 -CLI- PER -00237 DERM Project Manager: Jeffrey Eitamann Issue Date: Expiration Date: 12/23/2008 12/23/2010 Permittee Contractor Southern Marine Construction David Helier 1300 NE 94 Street Miami Shores, FL 33138 Bond / BBEETF Performance Bond: $1,000.00 Mitigation Bond: N/A BBEETF Contribution: N/A PO Box 414194 Miami Beach, FL 33141 Engineer Engineer. Joseph N Sheingold Company: Consultants: J.N. Sheingold Phone: (305) 378-1244 THE ABOVE NAMED PERMITTEE IS HEREBY AUTHORIZED TO PERFORM THE WORK SHOWN ON THE APPLICATION AND APPROVED DRAWINGS, PLANS, AND OTHER DOCUMENTS ATTACHED HERETO OR ON FILE WITH THE DEPARTMENT AND MADE PART HEREOF, SUBJECT TO THE ATTACHED GENERAL AND SPECIAL CONDITIONS. Plans Entitled: Date Signed and Sealed: Project Location: Project Description: 12/23/2M8 10:43 AM DAVID HELLER 1300 NE 94 ST MIAMI SHORES, FL DOCK/ SEAWALL REPAIR 11/5/2008 1300 NE 94 Street Miami Shores, Florida 33138 - Removal of the three (3) concrete dock support piles located at the landward side of the marginal wood dock. - Installation of one - hundred thirty point five (130.5) feet of concrete seawall cap. Proposed cap shall be three point three (3.3) feet wide with one point nine (1.9) feet over water. - Installation of fifteen (15) concrete batter piles. - Installation of three (3) new wood dock support piles waterward of the new concrete seawall cap to replace the concrete dock support piles to be removed. - Reattach exisling stringers to new wood -dock support piles. Attachment A: Mooring Prohibited.Area, THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION Ne Sem �+ No Web St 1.4P Slat LOCATION PLAN SCALE: N.T.S. EXISTING BOATUPT, G EXISTING CONCRETE PILES AND WOOD DOCK TOREMAIN, REPAIR EXISITNG SEAWALL WITH 15 N BATTER PILES AND • ••• � / / // //i ri �� %%�i��� /���i��� /i // / i//// iiii/ i/////////////////// /////////////////%%/�/////4.0V' 4 EXISTING SEAWALL AND ^T" PILES TO REMAIN. REMOVE EXISTING RETAINING WALL rrb a✓ REMOVE 3 REAR CONCRETE DOCK PILES. INSTALL 3 NEW WOO[ PILES 41442 Csg SURVEY SCALE: N.T.S: GENERAL NOTES DESIGN IN ACCORDANCE WITH FLORIDA BUILDING CODE $ASCE 7-02 PILE NOTES ALL WOOD PILES TO BE SOUTHERN PINE AND COMPLY WTH A.S.T.M. D25-79 AND BE PRE55URE TREATED W/ C,C.A, FEDERAL SPECIFICATIONS TT- W -550D ( I ) OR AT-W-00550! (L) AND AWFA -MP -4, PILES TO HAVE A MIN. DIA, OF 12 °. PRESTRESSED CONCRETE RECOGNIZED TESTING LABORATORY TO VERIFY CONCRETE ATTAINING A STRENGTH OF G000 P5I IN 28 DAYS, CONCRETE 511ALL ATTAIN A STRENGTH OF 3500PSI BEFORE STRANDS ARE RELEASED, REINFORCING SHALL BE PER TM A416- G8250K STRANDS WITH #5 GAUGE WIRE SPIRALS AT AN 8 INCH PITCH EXCEPT AT ENDS WITH G TURNS AT A 3 INCH PITCH, MINIMUM PENETRATION OF ALL PILES TO BE AS FO CEIVE® INTO BEDROCK- -G' MIN INTO YIELDING MATERIAL -I 0' MIN, MINIMUM SAFE SEARING: 25 TONS PRECAST PILE I 0 TONS WOOD PILE NOV 0 7 CONCRETE OEM ENVIRONMENTAL RESOL Ri ES CONCRETE FOR THE CAP SHALL ATTAIN A MINIMUM COMIMIVEOSTMN OF 5000 P51 AT THE END OF 28 DAYS. REINFORCING ALL REINFORCEMENT SHALL BE G0000 P5I MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM AG 15 GRADE GO. ALL BAR LAPS SHALL BE A MINIMUM OF 3G BARS DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI AND MANUAL OF STANDARD PRACTICE CODES. STRUCTURAL LUMBER ALL DIMENSIONAL LUMBER SHALL BE PRESSURE TREATED, #1 GRADE SYP OR BETTER (BEAMS TO BE NON -DENSE SELECT STRUCTURAL) AND COMPLY WITH A.I.T.C. 109 -69 SPECIFICATIONS. IIIARWARE ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A- 153-80 OR AS SPECIFIED. BOLTS AU. MACHINED BOLTS TO A30 ALL STRUCTURES SHALL REMAIN UNLESS OTHERWISE NOTED TO BE REMOVED c 3 .0_•;1 ti- DERM COASTAL SECTION PRELIMINARY PP OVAL NAME DATE f • Oilk CCORDI NG TO ASTM NTS: J. N. SHEINGOLD P.E. 12420 SW 75 AVE Phone: (305) 378-1244 Miami, Florida 33156 Fax: (305) CONSULTING ENGINEERS- GENERAL CONTRACTORS PROFESIONAL BUILDING INSPECTION EST 1976 PE #21181 date issued drawn wit eteret no. • 130-6° 1 +/- 55'-0" 16' -0" +/- 59' -6° EXISTING 50ATLIFf, DOCK AND CONCRETE PILES TO REMAIN. CUT BACK STRINGERS AS NESCE5ARY TO FIT NEW CAP, 3 NEW 12" 0 CCA WOOD PILES. P.T. 3"x12" HEADERS AS PLAN 9' -0" O.C. Tr?. ',I/ l / /wow ./LY. W#/'402//! AA/ /!/Y'�� / //WL! AAA AAA A4r2/ AK/ Www./ AA! .114/ 41.45/ #Id .47J! Al./402W #Z %A4;#' ArA / /I' # #A. PACE OF NEW CAP 424 A40./ NOTE: 3" STEEL CLEAR TO CONC. 130.5G' +/- NEW 22° WIDE x 40° CONC. SEAWALL CAP w/ 5#5 CONT d: #3 HOOP TIES 24 °o.c . #5 DOWELS I@ 24" 6" MIN EMS INTO C DRILL : EPDXY G INTO CAP 130.5G' +/- NEW 22 "WIDEx4O" CONC. SEAWALL CAP w/ 5 #5 CONT 4 #3 HOOP TIES @ 24 °o, c. , EXISTING SEAWALL TO REMAIN. EXISTING "T" PILES * PANELS TO REMAIN. PROPOSED SITE PLAN SCALE: 3/32 "a I' -0" 1 1 1 1 I 1 1 1 I I I 1 I 1 _1± EXISTING SEAWALL TO REMAIN. EXISTING "T" PILES 4 PANELS TO REMAIN. TOP SEAWALL EL + 6.6' MHW NGVD #5 DOWELS FOR. EA. PILE DRILL 4 EPDXY GROUT INTO PILE 15 NEW 12" 0 PRECAST CONC, BATTER PILES AS PLAN. M.H.W. EL I .G' N.G.V.D. 15 NEW (1 2) 12"X 1 2" PRECAST CONC, BATTER PILES AS PLAN STRINGERS AND DECKING TO REMAIN TOP/ SEAWALL ®EL. +6.6'MHWNGVD ri#4 r #Ai r #A� r />i 6/ #i '7 teAi rA#i 77# ,• // NEW P.T. 311x 12" HEADERS W/ 2 -3/4" 0 H.D.G. THRU -DOLTS WI WASHERS M.H.W. EL I.6' N.G.V.D. i... MLW EL -0.4 NGVD SECTION SCALE:3 /8 "= I'-O" TOP/ DOCK (a3 EL + G.0' MHW NGVD SECTION SCALE :3 /8"m I'-O" CEIVED NOV 0 7 DERM ENVIRONMENTAL RESOURCES REGULATION DIVISION CONSULTANTS: J. N. SHEINGOLD P.E. 12420 SW 75 AVE Phone: (305) 378-1244 Miami, Florida 33156 Fax: (305)! CONSULTING ENGINEERS- GENERAL CONTRACTORS PROFESIONAL BUILDING INSPECTION EST 1976 PE # 21181 • •