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HomeMy WebLinkAboutEngineering e RECEN SPUN 1017 ENGINEERING SUBMITTALS June 13, 2017 WIND LOAD CERTIFICATION: CODE FBC 2014 STH ADDITION/FRC 2014/ASCE 7-10 WIND SPEED: 170 mph,3 SEC. GUST EXPOSURE: "D" IMPORTANCE FACTOR: 1.0 INTERNAL PRESSURE COEFF.: 0.00 JOB: RISCIGNO RESIDENCE 10 NETTLES BLVD JENSEN BEACH, FL PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Email —pwelchinc@aol.com Paul Welch, P.E. Fla Reg. No. 29945 J s G ro Project Site lV \ N �AIA; CO ©T� T J` UWJLULO Indiiii p Z_J w Z>U) - 07 �I.- _J Z wVOJwZ 3w __z�w n w-1 Z�tr QSm�QJ aW��a� O a R RI SCI GNO Juner Associates, Inc. Sheet 1 Environmental Consulting Date. 619117 10 NETTLES BLVD 1 2537SEAIfoPh(77. Port 83-295 Lucie,FL34952 � Ph(772)283-2950 JENSEN BEACH ,; _"J JERNER@BELLSOUTH.NET INDIAN RIVER LAGOON 800' + WIDE • 3 2"MLW \ r_ i ; o N I � � or _.._13' .. X i q I i aX� �y3T� � GG � Ix: I X�' ao (jLL1�kJW� m LLC4 14' I !+! =VWui=N I fir! J . CU JO i WVU�wZ 3� r-�,�u ► I jW_IZ�cr • Q0(LU- '„ woo►— i LA a rn Iz i o a z SEAWALL/MHW Qv 6.6' 34.64'SHORELINE Qv i NO PORTION OF DOCK STRUCTURE TO BE AFFIXED TO SEAWALL 1"= 10' RI SCI GNO Jerner&Associates,Inc. Sheet 2 Environmental Consulting Date: 619117 10 NETTLES BLVD 2537SE Alfonso Ava Port St.Lucie;FL34952 Pk(M)283-2950 JENSEN BEACH JERNEMBELLSO TTH.NET Dock Section Thru Dock Plan View 2"X 6"8 2"x 4" ,ACQ,#1 Grade top 2"X 6" rails where no mooring occurs N *Varies 0 All Bolts 518"H.D.—� �!�— - -,, - - - - - - - .. `� Galv. OrS.S. -._._._._._. . �I r-• •-•-•-•-•-•- - - - - - - - - - - • *Varies 2"x 6"SYP, .40 ACQ N Decking#1 Grade w %"plank spacing. co Wt CD n •Z�M .N 2"x8"P.T. SYP, .40 kW �w`r ACQ treated stringers to m J~ C4 be butt jointed, butt V U Uu w U O - - MHW----- joints to be staggered. Ij W►=-�tj�jZ Pile Wrap MLW 2"x 8"P.T. SYP, .40 W 2 W - - - - - ------- - ACQ treated bents _Z--iIr H a ca . Varies 1 _._._._._._..._."_ wm�- - - - - - -... ' UJ 6C Q �! •-•-•-•-•-•-•- -•-•-•-•-•-•-•-•-17.;. Stringers 24"O.C: Min. 8"Dia. 2.5 Center Stringer(s)toe Nailed w SS CCA treated piles Ring Shank Nails, Outside Stringers Face Nailed Pilings jetted to a minimum depth of 6'and as necessary to provide adequate bearing and stability Dimensioned RISCIGNO Jerner&Associates,Inc. Sheet 3 Environmental Consulting Date: 619117 10 NETTLES BLVD 2537 SE Alfonso Ave. Port St.Lucie,FL34952 J Ph(772)283 2950 JENSEN BEACH IL•s:;_'=�.! ERNER@BELLSOUTH.NET