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Home My WebLink AboutEngineering Submittal-DigiCert, Freeland 2.17.22 Z' r 0 �! E 1.'Mtn=1i tlL�t4lh.1 sY -- 2P -IJ-4 Incliari F;if e r states 2 rh J1 T1 5. J, S—Farh rd I Project Location 1)5,f rbJ mu V 1 --h&A C-n 1�,.J 3 sn !.w r-i ri k 11 al A-h- �pS G. I C EAL-1 This item has been electronically signed -Z- and sealed by Bowdoin G. Hutchinson, P.E. N �mhr-5 ud 08 using a Digital Signature and Date. Printed 71 copies of this document are not considered OP � N signed and sealed and the signature must 3=IFC " %P -. D 40R, r/ be verified on any electronic copies. 0 AIA L 01 1:72,224 0 0.75 1.5 3mi DN:c=US,st=Florida,I=Fort Pierce,o=Bowdoin Grey Hutchinson,cn=Bowdoin G. 0 1.25 2.5 5km Hutchinson Bowdoin G. Hu t c hins o n Date:2022.02.17 18:57:00-05'00' Adobe Acrobat version:2021.011.20039 130 S. Indian River Drive Dennis Freeland R D EA Suite 202 9505 S. Indian River Drive Sheet I of 7 Fort Pierce, FL 34950 October 2021 Consultants (772) 577-4141 Fort Pierce FL 34982 51 5 _ Y sl, r•x + , 5 ' -got Ir Project Site gym i .. 4! ti '"' a�.�, � :sue-�=T .,•s --— _ `. Lk y Jr c ab� A Dennis Freeland Sheet 2 of 7 1 9505 S. Indian Fort Pierce, FIL 34982 Indian River Lagoon — Jensen Beach to o\oo Jupiter Island Aquatic Preserve Waterbody Width = >2 miles ot O �r�r0 \ goo Po \ ti� Turbidity J so ° curtain ° L 2�� -� .._..Prope� Proposed \ as yline.._ — � 3�o°co Boatlift o y \ i Yo �yZ Proposed 1,120 3� SF dock \ <X 0 �bo<dock ` Proposed 324 �co SF upland deck Property Line z \ Z Seagrass Key: �.\ H.j. =Holophila johnsonii Seagrass Survey conducted Drawing not to scale for permApg purposes only. in-water06/29/2021 RDEA130 S. Indian River Drive Dennis Freeland Suite 202 Sheet 3 of 7 Fort Pierce, FL 34950 9505 S. Indian River Drive December 2021 Enrironmenta� Consultants (772) 577-4141 Fort Pierce FL 34982 L� Cross-Section Top View L 4' _I r (2)5/8"55 bolt 4' (typ)per pile 3' 2"x 6" P.T.decking with Y2"spacing between deck boards. 24" (2)5/8"ss bolt (Not all decking shown (typ)per pile for clarity) • 2"x 8" P.T.stringer 5' #10 SS deck screw x 3" 2"x 8" P.T.cross-tie MHW za o c. �max� MLW N 8"marine piling Min. penetration 6'into river > bottom or as necessary to provide adequate bearing stability.All pilings to be wrapped in industry standard,inert,non-leaching, Substrate synthetic material. All hardware on the deck and below to be grade 304(or better)SS Not to scale, for permitting purposes only. RDEA130 S. Indian River Drive Dennis Freeland Suite 202 Sheet 4 of 7 Fort Pierce, FL 34950 9505 S. Indian River Drive October 2021 Enriranmenta� Consul#ants (772) 577-4141 Fort Pierce FL 34982 DAMP DETAIL 1-%2'10 GRASPABLE 2" )( 8" TOP CAP FASTENED HAND RAIL OFFSET MIN. WITH (2) 3" SS SCREWS 1—%2"FROM 2'X10" SIDE RAIL WITH BRACKETS 2"X 8" SIDE RAIL HAND RAIL DETAIL TOP VIEW 38" MAX. 34" MIN. k • 2" X 6" SIDE RAILS NOTES.• (4) 518" SS THRU 80L T -1.12 MAXIMUM SLOPE PER PILE (TYP) -2'%6"MID RAILS AND CURB TO MEET FBC CHAPTER 405 MIN 8" DIA. -GRASPABLE HAND RAIL MIN. ONE SIDE OF RAMP 2.5 CCA TREA TED TO MEET THE REQUIREMENTS OF FBC CHAPTER 505 PILES (TYR) -HANDRAIL HEIGHT NOT LESS THAN 34"AND NOT MORE THAN 38"FROM - -36'i�1/N- �-= VARIES FINISH SURFACE PER RX 1.8 Benchmark Engineering Freeland of the Treasure Coast LLC 130wdoin G Hutchin5or F'� Aquatic Structures Division 9505 S. Indian River Drive 8o6 Delaware Ave. Fort Pierce, FL 34950 Fort Pierce, FLLee Sheet 5 of 7 October 2021 HAND RAIL PROFILE HAND RAIL SECTION 2" X 8" CAP S£CLIR£ WITH (2) 3" SS SCREWS 18" 0.C. M/N. 4' CLEARSPAN o� 33/4 r � e v 2"X 6"HORIZONTALS (�) t %2. ss GRADE (1) /10 X 2 %2" SS SCREWS MIN. 8" DIA. TOP AND 80TTOM/PICKET 2.5 CCA TREA TED PILES (TYPICAL) HAND RAIL DETAILS Benchmark Engineering Freeland of the Treasure Coast LLC l Owdoin G, Hutchinson P.F. Aquatic Structures Division 9505 S. Indian River Drive ��#1 70878 U6 Delaware Ave. Fort Pierce,FL 34950 Fort Pierce, FL Sheet 6 of 7 October 2021 ENGINEERING REVIEW: NOTE TO EXAMINER: BOAT LIFT TOP CARRIER BEAMS AND Digitally signed by THIS CRRPRED ENGINEERED MOUNTING BRACKETS COMPLY WITH Roger M BABER DRAWING HAS BEEN PREPARED WIND LOAD REQUIREMENTS OF THE SPECIFICALLY FOR USE ONLY BY: 7TH EDITION (2020) FLORIDA BUILDING DN:c=US, CODE, PER ASCE 7-16, AND PER DFSICN o=Sustainable Earth SUMMERLIN'S MARINE CONST. LOAD REQUIREMENTS OF THE 2015 EDITION ALUMINUM ASSOCIATION'S �t,' I Engineers dba MCR ----------------------- ALUMINUM DESIGN MANUAL. //J�"'�'�/'�- _ Engineers, °90p9°°000000°PpoO BEAMS AND MOUNTING BRACKETS > ge Raber'P.E. ou=A0141OD0000017 INSTALLED PER HI—TIDE INSTRUCTIONS, WILL EXCEED ULTIMATE DESIGN WIND SPEED OF 183ADA33C00001860, o° �� ` � E 'V� �1 ° 200 MPH (EXPOSURE CATEGORY C OR D) OA cn=Roger M BABERBOATS ARE TO BE REMOVED FROM BOATWIDate:2021.03.12 �� gsLIFTS PRIOR TO A MAJOR ND EVENT. 10:43:24-05'00' o °P STATFOF 4f o 5 PILINGS: °o '�< g4V ®R 6 PILING PENETRATION TO BE 70' INTO THE SAND BOTTOM OR 5' 0 / ®x A'� Q� INTO ROCK STRATA, °OOon00000000°°069°° SUB—SURFACE CONDITIONS CAN VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES TO COMPLY WITH 2020 FRO. ALL PILINGS TO BE ROGER BABER 8 MINIMUM DIAMETER?' P.E. NO. 43855 MCR PROFESSIONAL ENGINEERING 2.5 C.C.A PRESSURE TREATED 2430 NE DIXIE HWY W000, PRESTRESSED CONCRETE \ JENSEN BEACH, FL 34957 OR COMPARABLE EQUIVALENT. PILING MOUNTING TABS MINIMUM (2) 318" DIA. SS LAG BOLTS FOR WOOD PILING OR SS CONCRETE ANCHORS FOR ELECTRICAL REVEW, CONCRETE PILINGS PER PILING 3/4 HP ELECTRIC MOTOR REOUIRED.MINIMUM (2) 3/B- 10.8 AMPS ® 115V EACH DIA, SS CARRIAGE BOLT FOR 5.4 AMPS 9 230V EACH ATTACHING MOUNTING TAB TO QUANTITY 2 LIFT REQUIRED PER PILING, TOTAL WATTS. 2484 MOUNTING TAB CONSTRUCTED FROM 714" X 2" ALUMINUM 6 0 6 1 — T 6 FL A T B A R. 9 g 2 e arurrc MauHnnc znasYir rrFowaEo g a 12,000 LB. CODA GEAR nn�Y �� BOATLIFTS AND MARINE PRODUCTS BOAT LIFT (2020 FBC) W � 4050 SEL VI TZ ROAD sns`-°x;o" " ,E,� FORT PIERCE, FL 34987 �eene�os�or ccnx eox 2 R. HYDE SCALE: NTS DATE: 714127 REV' P 1-80Q-544-0735 www.hi—Tide.cam RDEA130 S. Indian River Drive Dennis Freeland Suite 202 Sheet 7 of 7 Fort Pierce, FL 34950 9505 S. Indian River Drive December 2021 Environmental Consul#ants (772) 577-4141 Fort Pierce FL 34982 St. Lucie County PUBLIC WORKS DEPARTMENT O CODE COMPLIANCE DIVISION 2300 Virginia Avenue L OO Q I DD Fort Pierce,FL 34982 772-462-1553 Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi-family),residential addition,any accessory structure requiring a building permit,and any nonresidential structure. This Certification shall not apply to interior renovations(provided that no exterior structural walls,columns or other components are being affected)and certain other minor building permits. For further assistance,please contact the Building Inspection Office at(772)462-2172. Project Name Freeland Street Address 9505 S.Indian River Dr. Permit Number Fort Pierce,FL 34982 Occupancy Type Construction Type Certification Statement: I certify that,to the best of my knowledge and belief,these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St.Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 20 20 Edition with 20 Supplements and ASCE 7-16 2. Building Design is: Enclosed: Partially Enclosed: Open Building: X 3. Mean Roof Height: N/A Roof Pitch:N/A Internal Pressure Coefficient:N/A 4. Width of End Zone: 1 1 Wind Speed: 170 (3 sec.gust) 5. Building Classification Table 1-1.ASCE 710 FBC Table 1604.5 1 6. Wind Exposure Classification:D Adjustment Factor for Exposure&Height: 1.21 7. Components&Cladding Wind Pressure on Roof Zone 1 N/A 2 N/A 3 N/A PSF 8. Components&Cladding Wind Pressure on Wall Zone 4 60.6/-64.1 5 70.1/-74.5 PSF 9. Components&Cladding wind Pressure on Overhead Garage Door N/A PSF 10. Loads: Floor 40 PSF Roof/dead N/A PSF Roof/live N/A PSF 11. Shear Walls Considered for Structure? Yes X No (if No,attach explanation) 12. Continuous Load Path provided? Yes X No (if No,attach explanation) 13. Are Component and Cladding Details Provided?Yes X No (if No,attach explanation) 14. Minimum Soil Bearing Pressure: N/A Presumptive: By Test: PSF As witnessed by my seal,I hereby certify that the information included with this certification is true and correct,to the best of my knowledge and belief. Name: BOWDOIN G. HUTCHINSON Cert#: PE#70878 Design Firm: BENCHMARK ENGINEERING TC Date: 2/17/22 SLCCDV Form#020-00 SEAL Revised 5/18/09(CL)