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Home My WebLink AboutEngineering ENGINEERING REVIEW: BOAT LIFT TOP CARRIER BEAMS AND NOTE TO EXAMINER: MOUNTING BRACKETS COMPLY WITH WIND THIS CERTIFIED ENGINEERED LOAD REQUIREMENTS OF THE 2014 FLORIDA DRAWING HAS BEEN PREPARED BUILDING CODE, PER ASCE 7, AND PER SPECIFICALLY FOR USE ONLY BY DESIGN LOAD REQUIREMENTS OF THE 2010 ALUMINUM ASSOCIATIONS DESIGN MANUAL. BEAMS AND MOUNTING BRACKETS PER HI-77DE IONS, MLL EXCEEDEULTMATE DESIGNSTRUC WINDnSPEED OF o°°°°ppp0°°o °p00000°OOOo 180 MPH (EXPOSURE CATEGORY C OR D) o°° F.a e 1 °Oo BOATS ARE TO BE REMOVED FROM BOAT C E N a B o00 O �• lC l� LIFTS PRIOR TO A MAJOR WIND EVENT. o Q' N0.43855 'o 1! o -— A RO ED AUG 2 0 7* oo � o O STATE OF c AA' 11 2 0° PILPILING'PENETRATION TO BE 10' o° 8 ORI 0 p� 000° TO O RO CK SAND BOTTOM OR 8' O • o°oO °Ot„ INTO 000000 pa`0°000° SUB—SURFACE CONDITIONS CAN VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES TO COMPLY WITH FBC 2014. ALL PILINGS TO BE ROGER BABER 8" MINIMUM DIAMETER P.E. No. L MCR PRO ENGINEERING 2.5 C.C.A PRESSURE TREATED C.A. NO. 26967 WOOD, PRE—STRESSED CONCRETE 1014 NW PINELAKE DR. OR COMPARABLE EQUIVALENT. STUART, FL 34994 PILING MOUNTING TABS err" MINIMUM (2) 3/8" DIA. SS LAG "CIO BOLTS FOR WOOD PILING OR n SS CONCRETE ANCHORS FOR ELEC CONCRETE PILINGS PER PILING 1/2 ELECTRIC MOTOR REQUIRED.MINIMUM (2) 318- &8o S ® 115V EACH DIA. SS CARRIAGE BOLT FOR 4.4 WS ®230V EACH ATTACHING MOUNTING TAB TO QUANW& 2 LIFT REQUIRED PER PILING. TOTAL WATTS: 2024 MOUNTING TAB CONSTRUCTED FROM 1/4" X 2" ALUMINUM 6061 — T6 FLAT BAR . 1/ 4 10 w w�ae 4 s elnars ar cAwve/m Noao elnurs a LOrM BEAM wsmel.Y -- a O - O r c a�as s a — 9,000 LB. CUDA GEAR-- --- BOA7L/FTS AND-MAR/NE-PRODUCTS- --- ° `¢fT°� y ' �0 Q 4050 SELV/TZ ROAD s �r r 1 BOAT LIFT 4 """""`""'�"� ' FORT PIERCE, FL 34981 1 4 X :SAC JW 4 �a� waor ? R. HYDE SCALE. NTS DATE 1/3/17 RED 1 1-800-544-0735 www.hi—tide.com a�vrwntw i r _q = S. t' � t •�1 vy PROJECT�S*411STE i 1ti r: .4 r ` 41 is ,.jv L. • a t �S-�AENT O P 56-0180855-003-El G O SOUTHEAST DISTRICT vi 2 of 8 3 �° �a 1 Environmental 2016 Aerial Diane Phillips Inc.S ervices, I 7001 S. Indian River Drive 1901 SW Yellowtail Avenue Fort Pierce, Florida Port Saint Lucie,FL 34953 PCN#3412-502-0007-000-4 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: N.T.S. NOV 2016 SHEET 2.of 7 I \ \ A \\ INDIAN RIVER \ \ \ \ WATERBODY WIDTH \ \ \ 8,600'± \\\ \\\ \\ E N T O \ \ \ \\ w \\ \\ \\ \\ Q 56-0180855-003-El \\\ \ \ \ Y�A SOUTHEAST DISTRICT \ \\\ \\\ \\ v 3 of 8 \ O \ \ \ \ \ST\�\G \ \ \ APPROXIMATE \\ Mho\NG PRE a \\ \ RIPARIAN LINE \Vi 25 \ APPROXIMATE\\ \ \ \ RIPARIAN LINE \ \\ \\ \\ APPROXIMATE \ \ \ MEAN HIGH WATER LINE \ \ A \ R R L L SHORELINE LENGTH NOTES: 102±L.F. 1. ELEVATION DATUM IS MLW MLW=-1.33 NAVD MHW=-0.33 NAVD. 2. BOUNDARY INFORMATION BASED UPON SURVEY DATED 3/20 01 FROM VELCON GROUP,INC. 3. EXISTING DOCK TOTALS 540 SQ.FT.WATERWARD OF MEAN HIGH WATER 4. RESOURCE SURVEY PERFORMED ON 9/2116 BY LINDA PETZ ENVIRONMENTAL CONSULTING Environmental Existing Plan View Diane Phillips Inc.SServices, I 7001 S. Indian River Drive 1901 SW Yellowtail Avenue Port Saint Lucie,FL 34953 Fort Pierce, Florida PCN#3412-502-0007-000-4 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: - 1 -30 NOV 2016 SHEET 3 Of 7 I - 13't x 12't BOAT LIFT 1 20 -2.8' INDIAN RIVER DEC G \ `\ WATERBODY WIDTH \ \ 8,600'± \\\ \\\ • • \\\ \` S E N T O \\\ \\\ MOORING AREA `\ 4� WITH OPTIONAL 12't X 12't BOAT LIFT `\ -2' Q 56-0180855-003-El G 0 SOUTHEAST DISTRICT \ 4of8 2,,•�\ \\\ \\\ `\ ��p a 11 d y EXISTING PLATFORM TO BE REMOVED \ \\ SEC?IO \ \ APPROXIMATE \ \ \ \ RIPARIAN LINE APPROXIMATE TUR` ` \ IDITY RIPARIAN LINE `\ \ CURTAIN `\ \ \ 103 \ •�'\ \\ APPROXIMATE \ \ \ MEAN RIGH WATERLINE 1 \ \ \ SHORELINE LENGTH NOTES: \ 102t L.F. R 1. ELEVATION DATUM IS MLW \ .L MLW=-1.33 NAVD MHW=-0.33 NAVD. 2. PROPOSED DOCK STRUCTURE TOTALS 94 WATERW D OF MEAN HIGH WATER—ADDITION TOTALS 528 SQ.FT. 3. BOUNDARY INFORMATION BASED SURVEY DATED 3/201 1 FROM VELCON GROUP,INC. 4. RESOURCE SURVEY PER ON 9/2/16 BY LINDA PETZ E VIRONMENTAL CONSULTING 5. ALL NEW DOCK PILINGS TO BE P.T.PILES WRAPPED IN INDUS RY STANDARD,INERT,NON-LEACHING,SYNTHETIC MATERIAL , 6. ALL NEW DECKING ON ACCESS TO BE 2"X 6"WITH 1/2"SPACI G BETWEEN DECK BOARDS j 7. DECKING ON PLATFORM TO BE GRATED DECKING WITH 43%LIGHT PENETRATION 8. VESSELS SHALL MAINTAIN 1'OF CLEARANCE BETWEEN THE DEEPEST DRAFT OF THE VESSEL AND THE TOP OF THE RESOURCES 1?s Environmental Proposed Plan View Diane Phillips Services, Inc.I 7001 S. Indian River Drive 1901 SW Yellowtail Avenue Fort Pierce, Florida Port Saint Lucie,FL 34953 PCN# 3412-502-0007-000-4 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalsorvices.com SCALE: 1"=30' NOV 2016 SHEET 4 of 7 I I i ROPE OR FIXED HAND RAILS BOTH SIDES OF ACCESS 4' 2"X 6"DECK BOARDS WITH 1/2"SPACING T O Q 56-0180855-003-El G H z x SOUTHEAST DISTRICT Z v 5 of 8 0 5' MHW 1.0' MLW VARIES __j--------------- SUBSTRATE NOTES: 1. ELEVATION DATUM IS MLW MLW=-1.33 NAVD MHW=-0.33 NAVD. 2. ROPE HAND RAIL(MIN.11/a"DIAMETER)OR FIXED HAND RAIL ALONG BOTH SIDES OF ACCESS WITH"NO MOORING-SIGNS 3. ALL DECKING ON ACCESS TO BE 2"X 6"DECK BOARDS WITH 1/2"SPACING 4. ALL NEW DOCK PILINGS TO BE WRAPPED IN INDUSTRY STANDARD,INERT,NON-LEACHING,SYNTHETIC MATERIAL Environmental Dock Access Cross Section View Diane Phillips Inc.S ervices, I 7001 S. Indian River Drive 1?s Port SW Yellowtail Avenue Fort Pierce, Florida Port Saint Lucie,FL 34953 PCN# 3412-502-0007-000-4 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: V,=2' NOV2016 SHEET 5of7 j 4 11�—"" Off. 4 56-0180855-003- El' G z 0 SOUTHEAST DISTRICT v 6of8 Ito 15' 5'� 5' • • 3'± MHW MLW 1' ————————— — —————————— v———— I 2.8'± SUBSTRATE 8"0 MARINE PILINGS NOTES: i 1. ELEVATION DATUM IS MLW MLW=-1.33 NAVD MHW=-0.33 NAVD. 2. ALL DECKING ON PLATFORM TO BE GRATED DECKING—43%LIGHT PENETRATION 3. 25%OF PLATFORM TO BE CONSTRUCTED AT LOWER ELEVATION 4. ALL NEW DOCK PILINGS TO BE WRAPPED IN INDUSTRY STANDARD INERT NON-LEACHING SYNTHETIC MATERIAL Environmental Platform Cross Section View Inc. Diane Phillips S ervices, I 7001 S. Indian River Drive 1901 SW Yellowtail Avenue Port Saint Lucie,FL 34953 Fort Pierce, Florida PCN# 3412-502-0007-000-4 Phone:772-215�997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: 1"=4' NOV 2016 SHEET 6 f 7 I ' I ENT ° w P 56-0180855-003-El G Z 7y O SOUTHEAST DISTRICT 7 of 8 10T EXISTING ACCESS TO REMAIN SLOPE 1:15 ACCESS ADDITION 20'RAMP 72' 0. 8'-►I FEE ---- --- ---- ---- --- -- - --- -- -- --- --- --- ---- --- --- --- --- 5- Win -- ---- --- ---- ---- --- - - --- -- -- --- --- --- ---- --- --- --- ---- -- 117 FF 2.8' EXISTING ACCESS LANDWARD OF MHW ROPE OR FIXED HAND RAIL ALONG ACCESS ADDITION EXISTING DOCK 3.5'±ABOVE MHW 8'PLATFORM WITH GRATED DECKING (SEE SHEET 6 FOR STEP DOWN AREA DETAILS) NOTES: 1. ELEVATION DATUM IS MLW MLW=-1.80 NAVD MHW=-0.70 NAVD. 2. PROPOSED DOCK STRUCTURE TOTALS 940 SQ.FT.WATERWARD OF MEAN HIGH WATER-ADDITION TOTALS 528 SQ.FT. 3. RESOURCE SURVEY PERFORMED ON 9/2116 BY LINDA PETZ ENVIRONMENTAL CONSULTING 4. ALL DOCK PILINGS TO BE P.T.PILES WRAPPED IN INDUSTRY STANDARD,INERT,NON-LEACHING,SYNTHETIC MATERIAL 5. ALL NEW DECKING ON ACCESS TO BE 2"X 6"WITH 1/2"SPACING BETWEEN DECK BOARDS 6. DECKING ON PLATFORM TO BE GRATED DECKING-43%LIGHT PENETRATION 6. ROPE HAND RAIL OR FIXED HAND RAIL ALONG BOTH SIDES OF ACCESS ADDITION 7. VESSELS SHALL MAINTAIN 1'OF CLEARANCE BETWEEN THE DEEPEST DRAFT OF THE VESSEL AND THE TOP OF THE RESOURCES 1?s Environmental Overall Cross Section View Diane Phillips Services, Inc.I 7001 S. Indian River Drive 1901 SW Yellowtall Avenue Fort Pierce Florida Port Saint Lucie FL 34953 PCN# 3412-502-0007-000-4 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: 1"=20 NOV 2016 SHEET 7 of 7 I i I II 1 I , 13'±x 12'± BOAT LIFT Halodule wrightii Halodule wrlghfi 10°!0`;-15%cQyerage—l—"-2•8� 10%-15%coverage: 8 ---;�yn—nWodumi filiforme \ INDIAN RIVER Syringodium filiforme ti: — GRAB 10%=20%coverage \ WATERBODY WIDTH 10v°-20%'coverage' DEC K\NG \ 8,600'± HaloduhAwrightii \ 20%-50%coverage �\ E N T \ MOORING AREA \\ W \ Halodule wrightii WITFf.OPTIONAL \ q 56-0180855-003-El G \ 20/- 0/coverage e 12'±X-.12'±BOAT LIFT _ � -2' \\ Halgdale'wrightil: \\ SOUTHEAST DISTRICT \ .'`20°�50%coverage \ \ v 8of8 �o �d Halodule wkghtii \ EXISTING PLATFORM 20%-50%coverage \ TO BE REMOVED \ Halodule wrightii 20' 0N \\ APPROXIMATE 20%4 50%coverage SEG \ - \ RIPARIAN LINE APPROXIMATE\\ \ RIPARIAN LINE \ \ EXISTING ACCESS -A \ TO REMAIN 103 \ APPROXIMATE MEAN gIGH WATERLINE 1 \ \ A SHORELINE LENGTH \ 102±L.F. R \ .L I i NOTES: LEGEND 1. ELEVATION DATUM IS MLW RESOURCE RANSECTS ......r........ MLW=-1.33 NAVD MHW=-0.33 NAVD. MEAN HIGH WATER LINE 2. RESOURCE SURVEY PERFORMED ON 9/2/16 BY LINDA PETZ ENVIRONMENTAL CONSULTING RIPARIAN LINE —-—I 3. NO SUBMERGED RESOURCES UNDER EXISTING ACCESS OR PLATFORM DEPTH CONTOURS — — Environmental Resource Survey Diane Phillips Inc.S erviceS, I 7001 S. Indian River Drive 1?s 1901 SW Yellowtail Avenue Port Saint Lucie,FL 34953 Fort Pierce, Florida PCN#3412-502-0007-000-4 Phone:772-215-3997 Fax:772-879-4520 www.dlsenvironmentalservices.com SCALE: 1"=30' NOV 2016 EXHIBIT I i i