HomeMy WebLinkAboutENGINEERING SUBMITTALSCANNED,
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ENGINEERING SUBMITTAIS I=
ST. LUCII COUNrf
July 27, 2018 aUILDING pIVISIO
REVIEWED
FOR COMP NC
WIND LOAD CERTIFICATION: DATE W D v
PLANS AND PE IT
MUST BE KEPT ON OB OR
NO INSPECTION WILL BE MADE
CODE FBC 2017 6TH ADDITION/ FRC 2017/ ASCE 7-10 `
I
WIND SPEED: 170 mph, 3 SEC. GUST
EXPOSURE: «D„ THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORUXTIONS
IMPORTANCE FACTOR: 1.0 REQUIRED BY FlU IN''SKO?ORS THAT ;
UY SE NECE53,RY IN ORDER TO
INTERNAL PRESSURE COEFF.: 0.00 cowl wrrA AU APPLICAME CODES.
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JOB:
DAVIS RESIDENCE
2060 NETTLES BLVD.
JENSEN BEACH, FL
CONCEALED FASTENERS OR ATTACHMMS
ARE THE RESPONSIEII.(TY OF THE
MCTOR OF RECORD
PAU'L WELCH INC.
Mechanical Electrical Civil Engineerin
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1984 S.W. Biltmore St. Suite#114
Port Saint Lucie, FL 34984
Phone-(772) 785 - 9888
Email — pwelchinc(a aol com
Paul Welch, P.E. Fla Reg. No. 29945
DAVIS
2060 METTLES BLVD.
JENSEN BEACH
—; Jerner&Associates, Inc.
Marine & Environmental Consulting
��" {- j'•'"�" 2537SEAlfonso Ave Port SC Lucie,FL34952
Ph.(772)283-2950
JERNER@BELLSOUTH.NET
Date: 2/14/17
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BOLTS
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! 4' 15' AX. ENCROACHMENT
BATTERY POWER LED
PUCK LIGHT
DAVIS
2060 NETTLES BLVD.
JENSEN BEACH
15' X 9' PIER = 135.
X X 24' PIER = 72 le
207 SQ FT DOCKAwco
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jerner & Associates, Inc.
Marine & Environmental Consulting
2537SEAlfonso Ave. Port. St. Lucie,FL34952
Ph.(772)283-2950
JERNER@BELLSOUTH.NET
MPN56 D �►��
1 " = 10'
SHEET 2
Date: 2194/98
1 50
(2) 2"x 6" TREADS (2) No. 14 SS
SCREWS PER TREAD PER
(3) 7" RISERS TOP OF
TREAD TO TOP OF TREAD1
2" X 12"— Min. 24" O. C. �� \\i
SGL Bolts, Nut Washers 518" r
S.S. (304) w Nut Fully 2"X 4"Blocking screwed
_...........__......... s
Threaded to dock w 410 3•SS (304)
Screws, 2 per Strange
v['�v of:, Jam''' ::�..:•:+'�;,;�✓vc'•c'• - r>v^r .r: — OPOSach Sid 1
PRED G�
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3' STEP DETAILS00
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Design Windload Information -j F t— w
Code: FBC 2017 6TH ADD/ FRC 20171 W —' Z -J rr
ASCE7-10 �UmcQ CL <g
Wind Speed: 170 MPH, 3 Second Gust W 001-
Exposure "D" p
Importance Factor. 1.0 °-
Internal Pressure Coeff.: 0.00
e, Height: <10 Ft. Mean
DAVIS Jerner & Associates, Inc. SHEET 3
-� - - Marine & Environtnental Consulting Date: 2114118
2060 NETTLES BLVD. 1 - - NX1- t
t 2537SEA1onsoAve. Port St. Lucie, FL34952
Ph.(772)283-2950
JENSEN BEACH JERNER@BELLSOurH.NET
` ,_ -
Pier Section Thru
Pier Plan View
Live Load 40 lbs. / Sq Ft
Dead Load 5 lbs. / Sq Ft
3 -15'
SGL Bolts, Nut, ;
Washers 5/8"S.S.—.art._._._._.
(304)wNut Fully a:g'-----i-====-.;-----�-
S. S
Threaded : ----------
- - - - -
2"x 6"SYP, .40 A CQ H
i5!
P ' Decking #1 Grade w
P minimal plank spacing.
Fasten w #10 3" SS (304)
Screws, 2 per Stringer _ s
k :• fi ii� iS'
1
f
2" x 8" P.T. SYP, .40fn 5 i k fn co
ACQ treated stringers to ! ! O
Si
be butt jointed, butt Z'' c) ,n
(jw% LLlct
joints to be staggered. Z a,
2" x 8" P. T. SYP, .40 y i---- _ > ui = ry
MLW ACQ. freated DBL bents 5 I ; s U U w 0 0 0
{ ---mot --- J (i J Z
!
3 U DW
MHW , , `• I
`_.._.._..- 5 w
GRADE �ti: �_'L 3 ! w w E—
=� Stringers 24' } - rn
k -
- - - - - - -- - - - — - - -Min.. 8" Dia. 2.5 - -- - - - -- Q. C. Max-
CCA treated piles Center 5tringer(s) foe Nailed w (2) #16 5S (304) Ring
Shank Nails @ Each Bent, Outside Stringers Face Nailed
w #16 SS (304) Ring Shank Nails Inside or Outside
Pilings jetted to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
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d
DAVIS
z.
2060 NETTLES BLVD.
JE1V SEN BEACH
Design Windload Information
Code: FBC 2017 6T" ADD/ FRC 2017/
ASCE 7-10
Wind Speed: 170 MPH, 3 Second Gust
Exposure "D"
Importance Factor: 1.0
Infernal Pressure Coeff.: 0.00
Height: <10 Ft. Mean
r_.,�
Jerner&Associates,Inc.
Marine & Environmental Consulting
2537SE Alfonso Ave. Port St. Lucie,FL34952
t
Ph(772)283-2950
- ERNER@BELLSOUTH.NET
Date: 2114118
SHEET 4