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Home My WebLink AboutPLAN VIEW", ��>'� ,' 't°'3T. " f;",..P.�C .,, YBeath $7 Ric Area ' F�F�,� 4 a L . i.x r"� i Y "w1� x §X4, a"Z a .tv § a �� x :u5 y f` eY f xx" aid, x AA't t 4 a h t" f C 'f 11v S'•' 1 i } 'LA 't t fj. s °ry 4 e i s ne x ti 3 .n KS?i e e r r. A k- 1 fl 1 t Y1-4 1' L r/f� J vyy Al Y µ V C f � x iL � i •1. L 4 f' 1i 3� x y '� S l{ 1 x^� s} ) r rt�Pferce Shorez s ,� da x& -: x A q7 i4 .q, t 1 p. 1 m r.: Fart Pler&oxr ri n" r a . q , eb4 r � k � i,�"�s NIEi SfeiC S 3 L � t m � �. •- �' ' # ' t 3 . t Ce € ! x 1 0 161 X 30' MOORING AREA I I 76 110+I I>< —r 91 91 of x M� m DI Z 2I m� 119' lAo� MANGROVES �~ .1 1i 20't UPLAND — ^ RAMP WILDCAT COVE WATERBODY WIDTH 720't COVERED PLATFORNI rG e— ES r l l (NOT ENCLOSED) I PROPOSEC� 76't X 14't BOAT LIFT Y OTHERS) I I, I 19 I� A I°x I� I� I� IZ IZ Im I I I I I I I I I I I APPROXIMATE MEAN HIGH WATER LINE CONSERVATION EASEMENT REVIEWED FOR `(INCLUDES 16'UPLAND BUFFER) I CODE COMPLIANCE SHORELINE LENGTH NGTH ST. LUCIE COUNTY 52t L.F. 1 //�aa 6J T - - - - - - - - - - Aft BOOV '**NOTES*** Mt UUFY - PROPOSED WORK IS TO 796 SQ. FT. DOCK (INCLUDES UPLAND ACCESS) AND INSTALL A BOAT LIFT (BOAT LIFT BY OTHERS) MEETCONSTRUCTAFB -DECK DESIGN LOADS TO MEET 2017 FBC: WIND LOAD AS PER ANSUASCE 7-10 SPEED =170 MPH EXPOSURE = D IMPORTANCE FACTOR =1.0 SCANNED 0' 10, 20' '- DOCK PILES 8"0 MARINE PILES - MIN. PENETRATION 8' INTO RIVER BOTTOM AND T INTO FIRM SOIL FOR UPLANDS 'JR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY B 1 Y -ALL MOORING PILES AND BOAT LIFT PILES 10.0 (OR GREATER) MARINE PILES —MIN. PENETRATION 8' INTO RIVER BOTTOM St. Lucie County GRAPHIC SCALE OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY -ALL ROOF PILES 10"0 MARINE PILES —MIN. PENETRATION 10' INTO RIVER BOTTOM OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY - ROPE HANDRAIL TO BE INSTALLED ALONG 110' OF ACCESS (LOCATION OF ROPE HANDRAIL SHOWN IN SHEET 4) I 1?s Environmental Services, Inc. 1901 SWYellowtail Avenue Port Saint Lucie, FL 34953 OVERALL DOCK PLAN VIEW Robert Harper Jr. 1908 Lynx Dive Fort Pierce, Florida PCN# 1425-620-0028-000-4 Paul Welch, Inc. 1984 SW Biltmore Street, #114 Port St. Lucie, FL 34984 OCT 2 8 2019 Paul Welch, PE No. 29945 Phone: 772-215-3997 Fax: 772-879-4520 www.dlsenvironmentalservices.com V=20' OCT 2019 SHEET N OF 4 10' O.C. (TYP.) TYPICAL DOCK ACCESS PLAN VIEW DETAIL SCALE 1" = 2' 0 5' P.T CROSS -TIE )VE DECK PILES P.T. DECKING ACING BETWEEN OARDS STRINGERS iS THRU BOLT _R PILE 2' X 8' P.T. RAIL 2" X 6" P.T. TOP RAIL ATTACHED WITH (2) #14 SS SCREWS PER PILE 36" — 38" X 6' P.T. BOTTOM RAIL ATTACHED WITH (2) #14 SS SCREWS PER PILE (2) 5/8" SS THRU BOLTS PER PILE 2" X 8" P.T. CROSS TIE 2" X 8' P.T. STRINGER (24' O.C. MAX) 8.0 MARINE PILE _j (8' MIN. PENETRATION -10- O.C. TYP.) 2" X 6" P.T. DECKING (NO SPACING REQUIREMENT IN UPLANDS) (2) 5/8- SS BOLT (TYP) PER PILE 2" X 6" P.T. DECKING 1/2' SPACING BETWEEN DECKBOARDS 2' X B" P.T. STRINGER '—NOTES'— '. 8'0 MARINE PILES - MIN. PENETRATION V INTO RIVER BOTTOM AND V INTO FIRM SOIL FOR UPLANDS _ )R AS NECESSARYTO PROVIDE ADEQUATE BEARING STABILITY < X 6' P.T. DECKING NOT ALL SHOWN FOR CLARITY -DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3" -ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS - ROPE HAND RAIL (MIN. I DIAMETER) ALONG BOTH SIDES OF ACCESS (LOCATIONS SHOWN IN SHEET 4) SECURED WITH 016 SS RINGSHANK NAILS - 2" X 2' P.T. PICKETS FOR RAMP NOT ALL SHOWN FOR CLARITY 1?s Environmental Services, Inc- 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 ROPE HAND RAILS I BOTH SIDES OF ACC 4• r_ JI (LOCATIONS SHOWN IN SHEET 4) 7 Ti (MAX) 54 MLW 2" X S-} - CROSS-TIETIE VARIES SUBSTRATE DOCK ACCESS CROSS SECTION VIEW SCALE 1" = 2' a EXISTING GRADE 2' X 2' PICKETS 4' MAX. OPENING REQUIRED ON ALL RAMP AREAS> 30" ABOVE GRADE OFBANK / 8'0 MARINE PILE (3' MIN. PENETRATION -10'O.C. TYP.)) �y RE IEWED FOR CODE COMPLIANCE RAMP DETAIL SCALE 1" = 3' STe LUC9E COUNTY BOCC RAMP DETAIL AND DOCK ACCESS DETAILS Robert Harper Jr. 1908 Lynx Dive Fort Pierce, Florida PCN# 1425-620-0028-000-4 Paul Welch, Inc. 1984 SW Biltmore Street, #114 Port St. Lucie, FL 34984 OCT 2 8 2019 Paul Welch, PE No. 29945 Phone: 772-215-3997 Fax: 772-8794520 www.dlsenvironmentalservices.com SCALE: AS NOTED OCT 2019 SHEET 2 OF 4 1s' 2X RIDGE BOARD WRAPPED IN FELT 24'O.C. (MAX) 8't ROOF LINE 2° X 8° P.T. STRINGERS 2- X S. P.T. DECKING (NO SPACING REQUIREMENT ON PLATFORM) DOCKACCESS (SEE SHEET 2) — 2' X 8' P.T CROSS -TIES 10" 0 ROOF PILES DOCK PLATFORM PLAN VIEW DETAIL SCALE V = 3' tz) Z- A Iu- Y.I. (2)2' X 12' HEA NOTCF 2' X 8' P.T. R 16' 2' X 8' P.T. FASCIA 10"0 ROOF PILE SPEICAL TILES OR HIP AND RIDGE TERMINAL TILE MORTAR TO FILL GAPS ` MORTAR OR OTHER WEATHERBLOCKI _L ,HIP ROLE TILEf 2X HIP BOARD WRAPPED IN ADHESIVE ROOFING CEMI NAIL TO HIP BOA[ HIP STARTEm UNDERLAYMENT RIDGE TILE TYPICAL RIDGE AND HIP BOARDS N.T.S. j (2) 5/8" SS THRU BOLT (TYP) PER PILE MOTES*** _,L 10"0 MARINE PILES (ROOF) - MIN. PENETRATION 10' INTO RIVER BOTTOM OR AS NECESSARYTO PROVIDE ADEQUATE BEARING STABILITY 2' X 8° P.T. DECKING NOT ALL SHOWN FOR CLARITY DECKING ATTACHED WITH #10 SS DECK SCREWS X 3' RIDGE JOIST FASTENED WITH (4)16-D NAILS EACH JOIST —TOE -NAILED SEE ROOF CROSS SECTION FOR MORE INFORMATION ALL HARDWARE ON THE DECK AND BELOW - GRADE 304 (OR BETTER) SS Environmental Services, Inc. 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 Phone: 772-215-3997 Fax: 772-879-3520 www.disenvironmentalservices.com PLATFORM PLAN VIEW AND ROOF DETAILS SCALE: Robert Harper Jr. 1908 Lynx Dive Fort Pierce, Florida PCN# 1425-620-0028-000-4 AS NOTED 10, BEAM AND RAFTER PLAN SCALE V = 3' SC N ED By St. Lucie County REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Paul Welch, Inc. 1984 SW Biltmore Street, #114 Port St. Lucie, FL 34984 / OCT 2 8 2019 Paul Welch, PE No. 29945 OCT 2019 1 SHEET 3 OF 4 16' (2)2" X 10" P.T. RIDGE JOIST (4) -16D NAILS EACH JOIST SPANISH TILE ROOF (INSTALLED PER MANUFACTURER SPECS) OVER 3/4' CDX PLYWOOD W110D SS RINGSHANK NAILS @ 4" O.C. PERIMETER AND 8' O.C. FIELD 2" X 8" P.T. ROOF JOIST (16" O.C.) CONT. 2" X 8' P.T. FASCIA WITH METAL DRIP EDGE (2)2' X 12- P.T. HEADER CONTINUOUS PILE NOTCHED 3"-4" FOR HEADER W/(2) 5/8- SS THRU BOLTS EACH PILE MHW 2" X 6" P.T. DECKING (NO SPACING REQUIREMENT ON PLATFORM) 2' X 8' P.T. CROSS TIE 2' X 8" P.T. STRINGERS 10"0 MARINE PILES WITH (2) 5/8" SS THRU BOLTS PER PILE (TYP) SIMPSON LSTA 18W/(14)-10D FROM JOIST TO JOIST OVER RIDGE 5 -1 3 ROOF PITCH 10, SUBSTRATE ROOF/PLATFORM CROSS SECTION VIEW SCALE 1" = 3' (1) SIMPSON MTS16 W/(14)-iDDX1 %' EACH ROOF TRUSS 8' 5't MHW MLW 3.34 _l 139' 20' A7 LFOR DOCKACCESS UPLANDACCES OVERALL DOCK CROSS SECTION VIEW SCALE 1" = 20' '**NOTES — ALL DOCK PILES 8"0 MARINE PILES - MIN. PENETRATION V INTO RIVER BOTTOM AND 3' INTO FIRM SOIL FOR UPLANDS OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY ALL ROOF PILES 10'0 MARINE PILES - MIN. PENETRATION 1V INTO RIVER BOTTOM OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY L MOORING PILES AND BOAT LIFT PILES 10"0 (OR GREATER) MARINE PILES -MIN. PENETRATION V INTO RIVER BOTTOM OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY - DECKING WILL BE ATTACHED WITH 010 SS DECK SCREW X 3" ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS - ROPE HANDRAIL TO BE INSTALLED ALONG 110' OF ACCESS - ROPE HAND RAIL (MIN. VW DIAMETER) SECURED WITH #16 SS RINGSHANK NAILS • 2" X 2" PICKETS FOR RAMP NOT ALL SHOWN FOR CLARITY Environmental Services, Inc. 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 Phone: 772-215-3997 Fax: 772-879-4520 www.disenvironmentalsemices.com CROSS SECTION VIEWS Robert Harper Jr. 1908 Lynx Dive Fort Pierce, Florida PCN# 1425-620-0028-000-4 AS NOTED ROPE HAND RAIL ALONG 110' OF ACCESS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Paul Welch, Inc. 1984 SW Biltmore Street, 0114 / Port St. Lucie, FL 34984 OCT 2 8 2019 Paul Welch, PE No. 29945 OCT2019 SHEET 4OF4