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REV-19-24360 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 1 \�y `�� ����29'76 DATE: Nov 14 1201 (Name) Contractor ❑ Owner ❑ Architect is of plans and other Picked up 2 se p (other) Address: 13 0© 'J'� S� From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Signature: TURE) PERMIT CLERK INITIAL:\ 1 j/ ­, RESUBMITTED DATE: s PERMIT CLERK INITIAL: L BUILDING PERMIT APPLICATION 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 FBC 20 Z3 i3 Master Permit No. Oock --OA q� Sub Permit No. `QV -10 — 1 " 7,43-�> ❑E BUILDING ❑ ELECTRIC ❑ ROOFING A REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1300 NE 94 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3205-010-0120 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): EMMANUEL BERNARD Phone#: 305 244 0595 Address:1300 NE 94 STREET City. MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: CONTRACTOR: Company Name: SHORE CONSTRUCTION I VIC Phone#: 305 219 9530 Address: 4488 PRAIRIE AVE City: MIAMI BEACH State: FL Zip: Qualifier Name: JOSE CALVO Phone#: State Certification or Registration #: E-1700508 Certificate of Competency #: DESIGNER: Architect/Engineer: LUIS ROSAS-GUYON, PE Phone#: 305-386-3858 Address:11401 SW 40TH STREET, # 245 City: MIAMI State: FL Zip: 33165 Value of Work for this Permit: 7 + ' A Square/Linear Footage of Work: 152 Type of Work: ❑ Addition ❑ Alteration N New ❑ Repair/Replace ❑ Demolition Description f Work: NEW FINGER PIER AND 30K CRADLE BOATLIFT .�L���` i/11.�u�P� Specify color of color thru tile: Submittal Fee $ Permit Fee $ l 3 32 CCF $a CO/CC $ Scanning Fee $ Radon Fee $ (3 • 3 2 DBPR $ (� '� Notary $ Technology Fee $ �8Q 30 Training/Education Fee $ C% C;�) Double Fee $ Structural Reviews $ l 5 ' C";3 Bond $ w *0 TOTAL FEE NOW DUE $ (Revised02/24/2014) 410 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zi 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 value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I---- Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 4TH day of FEBRUARY CHRISTIAN BERNARD me or who has produced 20 19 , by who is personally known to identification and who did take an oath. as Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of� �• 20 Iq by JOSE CALVO , who is personally known to me or who has produced identification and who did take an oath. M-1 NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: n / 1/. la m Print: , �. O�/lGr �-zz7�/1! Print: l S ,•br 0<iLGC , Seal: BIBIANA VILLAZON Seal: n BIBIANA VIL�935184 ON TWANOTARY PUBLIC • STATE OF FLORIDA NOTARY PUBLIC • STATFLORIDA COMMISSION 8 FF 935184 a,, COMMISSION # F ************1MY.ComikWilairlaAw U- *204 c,j � C APPROVED BY Plans Examiner d Zoning 4 V . J Structural Review Clerk (Revised02/24/2014) PERMITS 0 NSTR UCTI O N, I NC • D SIGNS&CONSTRUCTION JOSE.CALVO26@GMAIL.COM 305-219-9530 W Emmanuelle Maugein Bernard PROPOSAL Job Name: 1300 ne 941h st 1300 ne 94`h st New dock and lift Miami Shores, Fl 0713112019 Description Amount Permit and Design Phase: $ 2,000.00 • Consulting, engineering and permit processing in accordance unth City requirements. Structural Engineered project drau4ngs unth calculations. Permit fees required tnj the County and City agencies are NOT included in our proposal. Dock Repair: $14, 700.00 • Remoi,e and Dispose of 3 existing conc piles and dock portion. (1,400.00) • Remove existing elevator (1,000.00) • Furnish and Install 6 new x 12" diam. Woodpiles ($ 6, 300.00) • • • • Furnish and install new dock utilizing 3 "x 8 " and 3 "x12 " substructure and IPE deckir'.g� • • • • Approx. 100 SF. ($ 5,300.00) • , , , • , , , o • ' • • Furnish and install 2 rows of IPE fascia to dock ($ 700.00) • , , ; , , New 30,000 lb. Beamless Cradle Lift . "". $ 71700 00 • • Y • • Furnish and Install (2) new 12 "x 12" wood lift piles ($ 2,100.00) 4 « • OL • Furnish and install new 30,000 lb. Beamless cradle lift w remote control & limit switch:' • + • 4, • • $ 25, 600.00 so • so • • • Total $44,400.00 Shore Construction, htc. Jose M Calvo Accepted by Date Owner BIBIANA VILLAZON NOTARY PUBLIC • STATE OF FLORIDA [Type here] COMMISSION pF;935184 10900 S1M 95 ST, MIAMI, FL, 33176 (&My Commission Expires November22,2019 D s Miami Shores Village NOV a Zo�9 Building Department 10050 N.E.2nd Avenue DEPARTMENT fir_ REf.;t'ITORY Miami Shores, Florida 33138 AND E` 0!'� i'XC ?ESri1J CES Tel: (305) 795.2204 NATt3RA% FJESg'Uf;OE=S DIVISION Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (Vile) have been retained by TRIDENT ENVIRONMENTAL to perform special inspector sergics finder the Florida Building Code at the BERNARD RESIDENCE project on the below: listed.structufes as of 9/19/2019 (date). I am a registered architect or professional engineer licensed in the State of FIbrida ...... .... PROCESS NUMBERS: •••�•• • qf SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) 0 • ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2A..z" ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) • • • • • • SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) • • • • • • SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1) ...... ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.1Z) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection 1. 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 or 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 completed inspection log forth 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 plans. SIgqed and Sealed Engineer/Architect Name LUIS ROSAS-GUYON PE 1O1 Address 11401 SW 40 ST, # 245 MIAMI, FL 33183 DATE: 9/19/2019 Created on 6/10/2009 Phone No. 305-386-3858 STRUCTURAL REPORT Bernard Residence 1 300 NE 94th Street Miami Shores, FI New 4' Wide Timber Finger Pier o "' 0 0 0: 0 0 0 0* 0 .... .000:0 •••• . . ....06:00 .. LUIS ROSAS-GUY13N:- P.E.# I3'!r-250 a a EB-00CM(335: .". 1 1401 S.W. 40 ST., SUITE 245, MIAMI, FL. 33183 PHONE:(305) 386-3858 FAx:(305) 553-0950 E-MAIL ADDRESS: LU18@RC3ECS.00M Environmental Consultant: t--, -vit 115 AND ECONOMIC 'jv r.,E.4rCES TRIDENT ENVIRONMENTAL mnrinn Amainn nnt'l ncrrnihFinn .0000 :0009: 0 0 : 0 0 ..... 0 0 9 0 . ...... Bernard Residence Project Scope: New 4' Wide Timber Finger Pier 1 300 NE 94th Street Miami Shores, FI Data: 5ection: 4' Wide Finaer Pier Dead Load 1Q P5F Header Length 4 LF Live Load 4Q P5F Stringer Length 15.5 LF Tributary Length to Header 15.5 LF Design of Headers L = 4 LF q = (DL+LL) ` TU2 M = 1Q L21 8 5X = (M* 1 2) (0.9 ' 500) 387.500 PLF 7.750E+02 Lb-ft w . w •. w •www 12.917 ia.,�e�uired•.ww.• Use 3" x 10" (5X = 35.G510) Use No. 2 Grade • • • • • • • • • Design of 5tringers • • • • • • • L = 15.5 LF •••••• q = (DL+LL) - I G/ 12 GG.GG7 PLC • • • • •wwwww M = (Q ' L2) 2.002E+03 Lb-ft 8 5X = (M*12) 33.3G8 in required (0.9 "800) Use 3" x 10" (5X = 35.G510) Use No. 2 Grade Design Connection Header to Piles of P = (DL + LL) - (TL�L) 775 Lbs. 2*2 Zperp for Southern Pine (No. 2); 7/8" Diameter; Side Member = 2 1 /2" = 1,200 Ibs. x 2 bolts x K for Main Member Zperp = 2-400 > 775 Lbs. M Ip OK; ;F Shear = 1 .5 ' P 74.4 < 175 psi max. allowabl' 2.5 ' G.25 v if OK w �? ��t�(] &4e 0 " All calculations are based on Southern Pine Design Values based on Normal Load Duration and Wet A � (MC> 1 9%). All structural lumber PT Southern Pine, No. 2 grade or better. Bernard Residence Project Scope: New 4' Wide Timber Fmger 1300 NE 94th Street E= Miami Shores, IF Check Maximum Pile Loading for 1 2f Diameter Timber 5upport Pile Assuming 112 of load supported on each pile. Headers 5tringer5 Length Span 5ub5tructure 3x I O 3x$ -4 1`-5- 41 Ibs/cf Dimensions = in. in. ft. ft. Decking Length Span Decking 1xr2 -4 15.5 PT 751b5/cf Dimensions = in. ft. ft. Substructure = 0.09 kips Decking = 0. 19 kips Pile Load Required = Substructure * Decking = 0.25 +I gp .max pVgJrae 0.14 •.tons•max parp� < ' f S- ax ton" p& '••r• OK .. . • •• .. • Piles Formula, Per FBC 18OG and FBC 1822.2 For Drop Hammer, 3,000 lb. minimum with G' drop, per FBC 1 522. 1 . 1 8 P = 30,000 Ibs. allowable total load W = 3,000 Ibs, weight of striking hammer h = 3 ft., in height of fall of striking part of hammer 5 = 1.5 in., average penetration per blow of the last 5 blows 55 = 7.5 in., total penetration of five final blows Minimum number of blows over the last 3 inches of penetration n = 3/5 2.000 blows, use 2 blows minimum for last 3" for pile log acceptance. P= 2 x W x h = 36,000 Ibs. allowable 5-1 18 tons allowable am_ FUN ccWf,1 QW`'� a r�, Uj cn r � tit CC �Q d< s LOCATIOWPLAN: SCALE: NTS . NE 95th $t NE 951h i i St Q �o � 2 VE 93rd St 2nd St NE 95th St 4 v 4 NE 95th St 2 NE 94th St NE 94th . 13 Northeast 9ath treet NE 93rd St 0 Edification Video NE 9Znd 81 NE 91 st Terrace NE 92nd St z m NE 91 st Terrace v �t.� va�ar i ••x +f 1c¢ R tl i q 1P e i ISTI NG SITE PLAN: BISCAYNE 8 N NOV 14 2919 DEPARTMENT OF REGULATORY AND ECONOM RESOURCEat NATURAL RESOLD ICES DIVIc eGN I o N EXISTING FOOTER AT TOE OF SEAWALL TO REMAIN. EXISTING CONCRETE SEAWALL WITH BATTER PILES AND CAP TO REMAIN. glnv`�- SEP 19 2019 NATURAL RESOURCES QIV'SIUfq DEPARTMENT OF REGULATORY AND EcoNioMiC RESOLIRCE,c, RER • NATURAL RESOURCES DIVS!ON NAME DATE I I� EXISTING SITE CONDITIONS: EXISTING CANTILEVERED BOATLIFT AND r` CATWALK TO BE REMOVED. EXISTING 133 5F TIMBER /DOCK PORTION AND ASSOCIATED CONCRETE; SUPPORT PILES TO BE v REMOVED. EXISTING 307.5 SF TIMBER �r DOCK TO REMAIN. �"'�-�`_ 4 4— I AMOI, EON L�x I_ HAI U J N o q p a- . c,1 7 cn U [p a l ! LLV L LI n_ O J I. N - I K1CgL RE ViEW �E �G I APPROVE . %l I - A7E•�` z (j N . ..•r • • Luis ROSAS-GUYON al IPA 1� I - _,ral m.LJ� EB-0004035 1 i 4❑ 1 S.W. 40 ST., SUITE 245, MIAMII FL. 33 1 E3 ///-��� PHONE:(3O5) 386-385r3 FAx:(305) 553_095❑ �--5 1 WWW.RG EC S.COM w E E � o ti m c c `��ipma 3 c WE za � � C� rn W� N C� a� E n ON N v m o�> 4a w Z o 11) In rya 2 m oWLOVF zo�0�oaa oL w O,*z �Q0GQmw sheet no. S-1 r F'ROP05ED SITE PLAN: SEP 19 2019 EIGHT - NEW 12"0 CALF : NTS NATURAL RESOURCES DIVISION TIMBER DOCK / BOATLIFT DEPARTMENT OF REGULATORY SUPPORT PILES. (TYP.) W/ AND ECONOMIC RESOURCES 1 2' MIN PENETRATION INTO FIRM MATERIAL. (1 5 TON BEARING CAPACITY). PILES TO BE CUT OFF + 130'-0" G' ABOVE DECK ELEVATION. GG-4" - 1 5'-G" 44'-2" P.T. 3"x(5" STRINGERS @ I G" V (MAX.) FASTENED TO HEADiI II W/ 14" GALV. HURR. STP/AP5 o I II I o (USP RT I G STRAP, UPLqT CAP. nER. NATURAL RESOURCES DIVISION 905#) w/ 5-1 Gd GALV. AILS EA. — PREL1F4 NARY APPROVAL / END (TYP) PROPOSED 1 54 / (4' WIDE NAME BY 36.5L G) TIMBER # OATS C FINGER PIER. I II 43% LIGHT TRANSMITTING IPE I �3 = PROPOSED 30K CAPACITY kER . NATURAL RESOURCES DWiSION HARDbGOOD GRATING (SEE DETAIL) �o �_n CRADLE BOATLIFT AND • i�,4 I G F�TENED TO SUBSTRUCTURE AT 00 >>>>>>� ASSOCIATED SUPPORT PILE5. FINAL � � F.�tCt1 STRINGER WITH # 10 X 3 1 /2" m �> > >> NAME SOLID BRONZE WOOD SCREWS AT IATE I EACH SUPPORT. t... TVA/ -NEW 1 2" 0 TIMBER 5'-G" 5'- \ .I 1315CAYNE 13AY ORING EXCLUSION PILE. II P.T. 3" X 10" .. — (TYP.) W/ 12' MIN HEADERS AS II II HEA 'r Ln \ I PENETRATION INTO FIRM _ II II PLAN / MATERIAL. (I 5 TON - 0 . BEARING CAPACITY). PILES THREE TIER - AP'r'r�Cxv LD I TO BE CUT OFF + G' ABOVE N DECK ELEVATION. 1 I W PERMANENT ROPE RAILING (MIN. 3G" HIGH). — !� EXISTING 307.5 SF TIMBER o o BOAT DOCK AND ASSOCIATED m EST Of RE�►TORY SUPPORT PILES TO REMAIN. N DEPART" LSOVRCE.S AND ECORIOm"- IVistow fn L RES . .DES D o NATORA N / EXISTING CONCRE E EAWALL WITH BATTER PILES ND \ EXISTING FOOTER AT TOE OF CAP \ SEAWALL TO REMAIN. �� T REMAIN. •' • ":.. r •'.. a .� `� •- • .. . • • we • . , �.. •�' , -. • e • `e :. .. r t UI5 OSAs UYO IL 5 5'-0" 1 5'-4" P. E. 0 1 3725 11401 S.W. 40 ST., SUITE 245, MIAMI, FL. 33183 / c� PHoNE:(305) 386-3858 FAX:(305) 553-0950 WWW.RGE13B.00M W E E W y y H rn c Wy E m za -v a zQ w.Lm AW � -ma m 'Mz I-♦ W 4 0 � N V a oI m Ozw mr o�> �a w In m Y 71 z OZ�`r0~ a m -0 wZO��toycQ IY n 4k J Q w(3pFio � � 0 - 0'Lu 0 2 ul 0 (L OOZ IL f SECTION C (SHEET 5-2): SCALE: 8" = I ' MOUNTING BRACKET (WOOD PILES): MINIMUM FOUR - �" X 4" S.S. LAG SCREWS PER TIMBER PILE. MINIMUM TWO - �' STAINLESS STEEL CARRIAGE BOLT FOR ATTACHING MOUNTING BRACKET TO LIFT REQUIRED PER PILING. MOTOR I ELECTRICAL REVIEW l����y� TRAY 2PRCIVED16���DATE CABLE I I i 30,000 LB. CRADLE BOATLIFT. NOTE: ALL WORK TO BE DONE IN LIQUID TIGHT ACCORDANCE W/NFPA ART. (555-4) CONNECTORS. TYP i (555-7) (555-9) AND NFPA 303 a PVC W/ ' 3#10 WIRES 5CH 40 PVC I 50AT5 5HAI.L NOT BE STORED ON PIPE SECURED TO PILE W/ PLASTIC C \ LIFT DURING H,GH WIND EVENTS PVC COVERS. L >.Wo-0.1 U P.cc T. 2"X8" ROUGH SAWN CARPETED C � Q W I BUNKS. TYP. BUNK SPACING 3'-0' l N fX R°' C14. ,: %+d9 rr lar. i ,� llr—�l1 -CL: Uj M.H.W. EL -0'-3" I M.L.W. EL -I'-G" P 0 Z � BERM I (4'-O" MLW) I I —I I I —I I I=1 III I I I —I I I —I I I- ECTION A (SHEET 5-2): CALE : 8" = 1 ' 43% LIGHT TRANSMITTING IPE HARDWOOD GRATING (SEE DETAIL) FASTENED TO SUBSTRUCTURE AT EACH STRINGER WITH # 10 X 3 1 /2" SOLID BRONZE WOOD SCREWS AT EACH SUPPORT. I P.T. 3'x I ON HEADERS ATTACHED TO PILING WITH 2- 3/4' 05TAINLESS STEEL THRU-BOLTS W/ WASHERS. (fYP. FOR ALL HEADER ATTACHMENT). P.T. 3" X 8" STRINGERS @ I G' o.c. (MAX.) FASTENED TO HEADERS W/ 1 4' GALV. HUPP. STRAPS (U5P RT I G STRAP, UPLIFT CAP. 905#) w/ 5- 1 Gd GALV. NAILS EA. END FYP) NG 12' 0 TIMBER DOCK ART PILE. C WEATHER PROOF PLASTIC ENCLOSURE W12D GFCI 20A BREAKERS, 230 V INSTALLED 1 2' TO 48' ABOVE DECK IPE GRATING SPECIFICATIONS 4'-0' 2 1/2" Tt _ I' WIDE BY 5/4'IPE HARDWOOD SLATS. SPACER BLOCKS TO LINE UP WITH 1/2' DIAMETER 5 SUBSTRUCTURE TIE -ROD W/ WASHER OPEN SPACE CALCULATION: 43 %Actual Open Space STRINGERS. 8 NUT @ EA. END. 324 Open / 7G8 Total = 43 % Open Area TOTAL AREA: 4'-O" (48') wide by I G" long panel = 768 5q, In. 7G8 5q, In. COVERED AREA: 4'-0" (48') x I' slat x 8 slats = 384 5q. In. 444 5q. In. 2 112' wide x I" spacers x 3 spacers x 8 open spaces = GO 5q. In. OPEN AREA: 7G8 - 444 = 324 5q. In. 324 5q. In. SECTION B (SHEET 5-2): i S,oRG,sD SCALE:—" _ CORD WITH MAIL TMST LOCK PWG h.ITURPLL Rt S FZ�:rE� S ;�i'.',ul�, I 17TNAL APPROVAL NAME DDATE NEW 1 2' 0 TIMBER BOATLIFT SUPPORT PILE. 1 (TYP.) W/ 1 2' MIN P.T. X 8' STRINGERS @ 24" c PENETRATION INTO FIRM (MAX.) 14 FASTENED TO HEADERS W/ " MATERIAL. (1 5 TON GALV. HUPP. STRAPS (U5P PT I G ri BEARING CAPACITY). STRAP i PILES TO BE CUT OFF + a; Z) G' ABOVE DOCK , ELEVATION. It SEP 19 2019 1 PILE BRACKET DETAIL: 2 - �" 5.5. CARRIAGE BOLTS USED TC CONNECT BRACKET` TO LIFT BEAMS PILE MOL BR) 1 2" 0 TIMBER LIFT SUPPORT PILE. NATURAL RESOURCES DIVISION DEPARTMENT OF REGULATORYP.T. 3'x1, AND EcO L=+i�l� t`ESflLJRCE� Timo5.5 T BEAM i.) FOUR - �' X 4" LONG 5.5. LAG SCREWS (AT 8" BELOW TOP OF PILE) WITH 3 J" MIN. EMBED. RER"NATURAL RESOURCES DIVI&ON PRELIMINARY APPROVAL NAME RAILING DETAIL: .W 4" X 4" RAILING )5T5 @ G' O.C. MAX. THREE TIER - PERMANENT ROPE RAILING (MIN. 3G" HIGH). P05T TO BE DRILLED AND ROPE RAILING RUN THRU. 3.5. THRU-BOLTS NUTS AND ERS. r,rr���l_1i NEW 12' 0 TIMBEDOCK SUPPORT PILE. (fYP.) W/ 1 2' IN PENETRATION INTO FIRM MATERIAL. (1 5 TON BEARING CAPACITY). PILES TO BE CUT OFF + GABOVE DECK. ALL TIMBER PILES TO INCLUDE COPPER CAPS. 43% LIGHT TRANSMITTING • • • IPE HARDWOOD GRATING • • • (SEE DETAIL) FASTENED TO SUBSTRUCTURE AT EACH • • • • STRINGER WITH # 10 X 3 112" • • • SOLID BRONZE WOOD SCREWS AT EACH SUPPORT • • • • • I TOP OF FINGER PIER • • +5'-O" NGVD • J" x 1 O" IPE HARDWOOD FASCIA • • • BOARD FASTENED TO • • STRINGER # I OX 3? 55 DECK _ SCREWS @ 24' O.C. (lYP). i V 2- 3/4' 0 STAINLESS STEEL THRU-BOLTS W/ WASHERS. 3FA5TENED t PILING WITH -T5, NUiS 4 :AL FOR ALL I M.H.W. EL + I'-G" NGVD PIUNG). , ( iM.L.W. EL -0'-G" NGVD I BERM MIN. LUIS ROSAS-GUYON CON *93. EB-O 040315 13 1 1401 S.W. 40 ST., SUITE 245, MIAMI, FL. 33183 Q /1/5 / PHONE:(305) 386-385B FAX:(305) 553-0950 / WWW.RGECS.COM W E E 3S farm/IN C C 3 N -4 V_ In—Q�n� W N 2 M a Ii.—I W y y a 0 z1 C ro 1w p1 � UP-4 m 1z -�w (4. ON N V z w _0azm MY OoC> O Q ILI NmY O� z C\j�m�O� N � mgo�OUr z wZ00O�ak¢ IY W *0O— < W(D0G: o0zu¢) aoGam°lLl��� sheet no. ES-3 3 of 4 --FKIFPAI KIlITF�, ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929). ALL DIMENSIONS AND ELEVATIONS ON PLANS MUST BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF WORK. 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 ENGINEER BEFORE PROCEEDING WITH WORK. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH LOCAL, STATE AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THI5 PROJECT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE PERMITS. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE, Gth EDITION (2017). CONTRACTOR TO DETERMINE THE SUSTAINABILITY OF EXISTING STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, MEANS, SEQUENCES AND PROCEDURES OF WORK. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCING WORK. ANY DEVIATION AND/OR SUBSTITUTION FROM THE INFORMATION PROVIDED HEREIN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. WOOD PILING I . ALL WOOD PILES TO BE 1 2" DIAMETER SOUTH AMERICAN GREENHEART PILES; OR 1 2" DIAMETER SOUTHERN PINE AND COMPLY WITH A.5.T.M. D25-79 AND BE PRESSURE TREATED W/ C.C.A, FEDERAL SPECIFICATIONS TT-W-550D (1) OR TT-W-00550E (L) AND AWFA-MP-4. 2. ALL WOOD PILES SHALL BE DRIVEN TO A MINIMUM BEARING CAPACITY OF 15 TONS WITH MINIMUM PENETRATION OF 1 2' INTO FIRM MATERIAL BELOW SILT LAYER OR G-0" MIN. INTO ROCK, OR REFUSAL (30 HAMMER BLOWS (4,500# MIN. HAMMER WEIGHT / T-G" MIN. HAMMER DROP) FOR THE LAST 9" OF PENETRATION.) 3. PILES SHALL BE CUT OFF AT ELEVATIONS AS SHOWN ON PLANS AND SECTIONS. D �� WOOD 9 ` 1. PRIMARY WOOD FRAMING MEMBERS SHALL BE NO. 2 PRESSURE TREATED SOUTHERN PINE OR BETTER, UNLESS SPECIFIED DIFFERENTLY ON PLANS. 2. ALL DECKING SHALL BE NO. I GRADE OR BETTER, OR EQUAL DIMENSION COMPOSITE. 3. ALL DIMENSIONAL LUMBER SHALL COMPLY WITH A.I.T.C. 109-G9 SPECIFICATIONS. SEP 19 2019 4. IF COMPOSITE DECKING OR GRATING IS SPECIFIED, ATTACHMENT METHOD SHALL BE AS PER MANUFACTURER'S RECOMENDATION. PILE DRIVING DRIVING NOTES NATURAL RESOURCES DliSi0N1' •� I . PILE DRIVING OPERATIONS SHALL BE OBSERVED BY A SPECIAL INSPECTOR, INCLDUING TEST PILES IF REQUIRED. DEPARTMENT OF REGULATDRl� ___�•.. •• 2. PILES SHALL BE DRIVEN USING AN APPROVED CUSHION BLOCK CONSISTING OF MATERIAL SO ARRANGED SO AS TO PROVIDE THE TRANSMISSION OF HAMMER ENER,�X1D ECONOMIC RESOURCES • 3. PILES SHALL BE DRIVEN TO REQUIRED CAPACITY, MINIMUM PENETRATION OF 1 2' INTO FIRM MATERIAL BELOW 51LT LAYER OR G'-O" MIN. INTO ROCK, OR REFUSAL. •• 4. PILES SHALL BE DRIVEN WITH A VARIATION OF NO MORE THAN �/4" PER FOOT FROM THE VERTICAL OR FROM THE BATTER LINE INDICATED WITH A MAX VARIATION OF THE HEAD OF THE PILE FROM THE POSITION SHOWN ON THE PLANS OF NO •• MORE •• AN 5. MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS: RER - NATURAL RESOURCES pjt�«I(�N 0•• INTO BEDROCK: -0MIN INTO YIELDING MATERIAL: - I O' MIN. PRELIMINARYAPPROVAL 0• MINIMUM SAFE BEARING: 25 TONS PRECAST CONCRETE PILE 15 TONS TIMBER PILE HARDWARE, BOLTS AND FASTENERS NAME 1. ALL MISCELLANEOUS STEEL COMPONENTS, BOLTS AND HARDWARE SHALL BE TYPE 3 1 G STAINLESS STEEL. DATE MISCELLANEOUS 1. FASTENERS EMBEDDED INTO CONCRETE STRUCTURES SHALL BE ANCHORED WITH TWO PARTY EPDXY ADHESIVE (HILTI, INC HIT-HY 200 ADHESIVE ANCHOR SYSTEM FL#17180). ANCHOR HOLES SHALL BE DRILLED TO 1/8" GREATER THAN THE SPECIFIED FASTENER SIZE. HOLES SHALL BE DRILLED TO MINIMUM DEPTH SHOWN ON PLANS * SHALL BE THOROUGHLY CLEANED OUT AND DRY PRIOR TO INJECTION OF EPDXY. TURBIDITY BARRIER 1. FLOATING TURBIDITY BARRIERS SHALL REMAIN IN PLACE DURING ALL PHASES OF IN -WATER WORK. IF 5EAGRA55E5 ARE PRESENT BARRIERS SHALL NOT BE PLACED OVER THEM. FLOATING TURBIDITY BARRIERS SHALL BE INSTALLED IN A MANNER TO PREVENT MANATEE ENTANGLEMENT. 2. TURBIDITY BARRIERS TO BE MARKED WITH SITE CONTRACTOR'S COMPANY NAME USING PERMANENT MARKINGS NO SMALLER THAN 3" IN HEIGHT. CONTRACTOR SHALL EMPLOY AND MAINTAIN ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES DURING ALL PHASES OF WORK. LOADS WIND LOADS AS CALCULATED BY A5CE 7-10, CATEGORY II STRUCTURE, FOR A WIND LOADING OF 175 MPH, EXPOSURE 'C'. LIVE LOAD = 40 PSF DEAD LOAD = 10 PSF DO NOT SCALE DRAWINGS FOR DIMENSION. ES 17•• - DEPARTMENT C)F REGUJI_ s-YepY AND ECONONIK RL-S' U,,jCE'3 NATUR.A RESOIJ CE> C-dIvn3foi, i�:�R • t•1A-WRAL RE30UR LS DIVISION APr ROVAl LUIS ROSAS-GUYON ON C. 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