HomeMy WebLinkAboutENGINEERING SUBMITTALSJ
ENGINEERING SUBMITTALS
ST. LUCIE COUNTY
BUILDING DIVI
REVIE
FOR COM
REVIEWED BY
DATE
PLANS AND PPAMIT
MUST 189 KGPT N JOB 0
NO INSKOTION 1�5�II.L E3E MA QDE
October 20, 2017 R E C E VED
WIND LOAD CERTIFICATION: DEC 0 12017
PERMITTING
St. Lucia County, FL
C 2014 5 THADDITION/ FRC 2014/ ASCE 7-10
WIND SPEED: 170 mph, 3 SEC. GUST
THESE PLANS AND ALL PROPOSED WORK EXPOSURE: "D"
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT IMPORTANCE FACTOR: 1.0
MAY BE NECESSARY IN ORDER TO
COMPLY WITH AID AhPWQIWW 99959, INTERNAL PRESSURE COEFF.: 0.00
GONCEAIED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILP OF THE
CONTRACTOR OF RECORQ
,P
JOB:
POWELL RESIDENCE
1249 NETTLES BLVD
JENSEN BEACH, FL
MIN. SETBACK REQ.
FRONT
SIDES
CNR SI
REAR.
ZNO.�
TECH.
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
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POWELL
12,49 NETTLES BLV'D
JENSEN BEACH
- - - Jerner&AssociatgInc.
;- Marine& Environmental Consulting
2537 SEAlfonsoAve, Port St. Lucie, FL34952
Ph(772)233-2950
JERNER@BELLSOUTH.NET
Date; 10118117
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12,49 NE7 TLt=S 17LVD Marine& Environmental Consulting Date; 90/9£/17
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} i 2537 SEAlfonsoAva PortSt. Ludc FL34952
Ph.(772)2�3-2950
JENSEN BEA CH
J ERNEWBELISOUTH.NET
Dock Section Thru
10ptional2"X 6", ACQ, #1 Grade top,
_& 2" x 4" mid -rails Fastened w (4 #10
3" SS (304) Screws Per Pile )--�
All Bolts 518"
S. S. or HD
ash
VARIES 2" x 6" SYP, .40 ACQ
qq Decking #1 Grade w
Minimum %"plank spacing.
Fasten w #10 3" SS (304)
Screws, 2 per Stringer
5'
2" x 8 ; SYP, .40 CCA
orACQ treated
stringers, lap spliced
-.......................... _ _ _._.IlalrilN._._._._._. 2"x 8'; SYP, .40 CCA
.-.-.--.—............ -.......................... . '._._......_._ML1N___.____-. or ACQ treated bents
Varies 1 1:
Pilings jetted to a minimum depth of Wand as
necessary to provide adequate bearing and stability
POWELL
1249 NETTLES BLVD
JENSEN BEACH
Dock Plan View RECEIVED '
JAN 2 6 z0118
ST. Lucie County, Permitting
VARIES
_. _.=.=fit-.=.=.._._._.,
Stringers 24"
O.C. Max
8" Dia. CCA
treated piles
Center Stringer(s) toe Nailed w SS
Ring Shank Nails, Outside
Stringers Face Nailed
— —� Jerner &Associates, Inc.
Marine & Environmental Consulting
2537SEAIjonsoAve. Port StLucie�FL34952
--? Ph.(772)283-2950
JERNER@BELLSOUTH.NET
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Date: 10118117
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SHEET 3
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14' 1-19-'
21-3/4'
1/2' THROUGH BOLTS
I - 9/16 W OR ANCHORS
3' r4 TO DOCK
I 4 PLACES
NOT SUPPLIED
—12-'�
82-3/4'
NON SKID STEPS
1'X2'X1/8'
EXTRUDED CHAN.
5 STEP STRAIGHT LADDER
12'TYP.
S PLACES
61'
1-j' SCHEDULE 40
ALUMINUM TUBING
International Dock Products Inc.
954-964-5315 Fax:954-964-2715