HomeMy WebLinkAboutENGINEERINGSCANNED
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ENGINEEI& `� MV
MITTALS
March 15, 2018 ' Ix I -0qq6
ST. LUCK Cou-,N Y
REVWNVED FOR CC
WIND LOAD CERTIFICATION:
DATE (251IV u"
PLANS AND PERNUT MUST BE KEPT ON JOY
OR NO INSPACTIpN IML BE K4PE,
CODE FBC 2017 6TH' ADDITION/ FRC 2017/ ASCE 7-10
12
170 mph, 3 SEC. GUST
3D
TANCE FACTOR: 1.0
PRESSURE COEFF.: u6
JOB:
IE RESIDENCE
NETTLESBLVD
SEN BEACH, FL
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICA NW woo
CONCE,40FAO ERERSORATIACHMEN{S
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
PAUL WELCH INC.
Mechanical Electrical Civil Engineerin
1,984 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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ALS
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5 2 I g ST. LUCK COU1'TY gUIL P C SI0�1
REVLEWED FOR COMP
WIND LOAD CERTIFICATION: REVIEW�S� BY
�( i
DATE M IV
PLANS AM PERM MUST BE KEPT ON JOI
OR NO INSI'I'rCTION'IML BE hIABE,
CODE FBC 2017 6TH ADDITION/ FRC 2017/ ASCE 7-10
WIND SPEED: 170 mph, 3 SEC. GUST THESE PLANS AND All PROPOSED WORK
I ARE SUBJECT TO ANY CORRECTIONS
EXPOSURE: «D„ REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
IMPORTANCE FACTOR:1.0 COMPLY WITH AU APPLICAsis gwis,
INTERNAL PRESSURE COEFF.: 0.00
CONCF,140 FASTENERS OR Al IQWEPr IS
ARE THE RESPONSIBILP OF THE
CONTRACTOR OF RECORD.
j JOB:
COE RESIDENCE
1248 NETTLES BLVD
JENSEIN BEACH, FL
PAtJL WELCH INC.'
Mechanical Electrical Civil EngineeringF
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
M M M 9 IN 'HI
MARE 2 2018
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1248 NETTLES BLVD
JENSEN BEACH
jerner &Associates, Inc.
Marine& Environmental Consulting
2537SE Alfonso Ave. Port St Lucie, FL 34952
Ph.(772)283-2950
JERNER@BELLSOUTH.NET
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Date: 12130117
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PAUL WELCH INC.
MECH-ELECT-CIVIL 'ENG.
1984 BILTMORE ST. 1#114
/
PORT SAINT LUCIE, FL 34984
BAN 1 12018 PAUL WELCH R.E.
FLA REG NO.29945
IN
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NETTLES ISLAND INC, A. CONDO -
SECTION 1I PARCEL 1248
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1248 NETTLES BLVD
JENSEN BEACH
oRE�INE .
6
A' 34_S OF p
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LADDER AFFIXED W
—*�4)%' x 5° SS LAG BOLTS
EXACT LOCATION
DETERMINED ONSITE
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INDIAN RIVER LAGOON 3
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—;- Jerner & Associates, Inc.
f - --= - — Marine & Environmental Consulting
2537SEAffonsoAve. Port SG Lucie, FL34952
Ph.(772)283-2950
JERNER@BELLSOUTH.NET
1 " = 10'
SHEET 3
Date: 12130117
HAND RAIL- DETAIL
1 "X 6" CAP SECURE W #10 x 21/2"
SS SCREW 18" O.C.
Pier Section Thru
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1"X 6"HORIZONTALS
Piles 12' Max. O.C. —
ABB70LLYTS__,
S TNRUNUTS &,
(2) #10 x 2 1/2" SS SCREWS
TOP & BOTTOM/PICKET
Design Windload Information
Code: FBC 2017 6TH ADD/ FRC 2017/
ASCE 7-10
Wind Speed: 170 MPH, 3 Second Gust
Exposure D"
Importance Factor: 1.0
Internal Pressure Coeff.: 0.00
Height: <10 Ft. Mean
Live Load 40 lbs. / Sq Ft
Dead Load 5 lbs. / Sq Ft
SGL Bolts, Nut,
Washers 5/8" H.D. =
Galy. OrS.S. (304) w
Nut Fully Threaded
VARIES
1 " x 6" Lumberock
Decking w Minimal plank
spacing. Fasten w #10 3"
SS (304) Screws, 2 per
Stringer
2" x 10" P. T SYP, .40
ACQ treated stringers to
be buttjointed, butt
joints to be staggered.
2" x 12" P. T. SYP, .40—
ACQ treated DBL bents
EXISTING PILES TO REMAIN
1248 NETTLES BLVD
r -
JENSEN BEACH
-Min. 8" Dia. 2.5.
CCA treated piles
C'-19
Pier Plan View 1 ��
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Stringers 24"
O.C. Max I
Center Stringer(s) toe Nailed w (2) #16 SSA
(304) Ring Shank Nails @ Each Bent, Outside
Stringers Face Nailed w #16 SS (304) Ring
Shank Nails (See Nail Pattern Below)
18" 18"
Rio `
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vn •' • •
jerner- & Associates, Inc.
Marine & Environmental Consulting
i 25375EAlfonsoAve. Port St. Lucie,FL34952
--- ---.jY Ph(772)283-2950
JERNER@BELLSOLITH.NET
Date: 12/30/17
SHEET 4
14'
30�4-
12-�'
u uz�Wu UL�
19-i" -� MAR 2 2 2018
1/2' THROUGH BOLTS
9/16 0 OR ANCHORS
TO DOCK
4 PLACES
NOT SUPPLIED
1-J' SCHEDULE 40
ALUMINUM TUBING
82-3/4'
NON SKID STEPS
1'X2'X1/8'
EXTRUDED CHAN.
19-1,
21-3/4"
12'TYP.
5 PLACES
61'
5 STEP STRAIGHT LADDER International Dock Products Inc.
954-964-5315 Fax:954-964-2715