HomeMy WebLinkAboutEngineering RECEIV«p [023 7.017
ENGINEERING SUBMITTALS
February 8, 2017
WIND LOAD CERTIFICATION:
CODE FBC 2014/FRC 2014/ASCE 7-10
WIND SPEED: 170 mph, 3 SEC. GUST
EXPOSURE: "D"
IMPORTANCE FACTOR: 1.0
INTERNAL PRESSURE COEFF.: 0.00
JOB:
THORSON RESIDENCE
318 HOLLEY AVE
PORT ST. LUCIE, FL .
ST.LIJC�'COUNTY rY BUIL'or,�TG imsio'1
REVIEWED FOR WLW CE
REV E111E B�
DATE kC.
.f 1 PLANS PE 1IT MUST Dr KEPT ON
JC)I:
OR NO INSPECTION WILL BE M Ea
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie, FL 34984
Phone (772) 785 - 9888
Email —pwelchinc2aol.com
Paul Welch, P.E. Fla Reg. No. 29945
Ar
F tf�111
THORSON-EXISTING r7,^;. ?f+d;l;!iit� lt{' tf/ (lYt) Mt�ur/'u:.tr71 r.rtt;;rl►rn:.i,,t ,.;,...n, ,.,,,.;,,
v
li liability i vaynr';ais ►t,itt;tr! tt'i ti r tlr eYiourit lrok'l. for 4scrid ut'voy.
�e with the record 1:11cit �,rltl t(� ; rt r.�►If'ic,d try fittld ► .1,IICct,rrt:?fri r►t.l: irltl r:r trl+ it'tr lrt rllrfr rn,
along the center lino c1rltl ti�tf: way line of NE Holly /1vel,rar�. ; +c11
and bulkhead as shown
YY II p,II �'I id/or his/her representolivrs i;� b° v
Survey. * ri r o LI
property corner, intersetC.100 #{3i)iIt�95, point of curvatures (PC); firirit of reverse curvatures
its set forth by other ;atfrtay � Y�c ; and/or Private entities has not been verified as part SMD
zf the property delineated tt�'f����t0' - Iron Rod Northerly of the existing Dock and the I �p
This line of occupation -to the attention of the surveyor by the occupant of o�i(;P• o
{ line shown hereon as (i f may be apparent use of the subject property and/or
sither of these lines.
Lot 19. Block 19 m
S30'20'00"E 155.'(PLAT) ,W,_
S30"2a'00"E 155.05(Sy Colo. Plat•14) WM '
s Q 25.0_'- - -
��
Fence Straddling Lot Line �- S30'47'26"E 155.06'(000y14) P 12.8' °-
(3 LLLLIC
END N " eCi � � w Z p-'0)
- Covered Entry 61.7' tl� j I,- i = =CV
- Concrete Pod with Air Conditioning 1 N 0. ` p6 U U O
Concrete Block Str vcture J Z
- Corrugated Metal I bip a V. N y C 4 $`o U 0
- Concrete Pad with Pool Equipment > O V 1 v 3 w Lu
cable TV Box ----------------59.6--------- ¢ -�
25.0' .1'
Wafer Gate Volvo � --
- vo Hydrant Steps _ 4 W W tot�W <U <
- owerheod unary ca no i _ POD w wJ
Power Pole w—: 13.2 �p N 2 '� v m W
Power Pole with C ;uy Anchor 9,3 SMD
Telephone Comatur Iications Box
cc
Sonitary Sewer A.tanhole °�' ►M $ o n`-',
Uttlllty Box Dock boperete
Woter Meter m N 6;J
Found 4'x4'Conn ° a -Deck priveWpY
AM
lj'Iron Pipe ete Monument �- \
Found "Iran Pip 1� I o. 11.8' 36.8' PPA
°band,t�Iron Roc a with Cap Lot 20, Block 19 n,. Rock
Found J5 Iron R< t to Pool ,r! Shed GrAC \
Set�5 Iron Rod )d with Cap o t No Stab N FIR
Found 112'Iron with Cap 'LB1'7357' I" i» - 15.1' Bent
4.6$S `'und Ma Nall Pipe with Cap io Oedk 2.68 S \
round Mug.Nail v ►�
iet Mop Nall witt vith Disk Ni 1g1.5S,/�� Rgtiitl8-gb.00 „ Radius=40.00'
t/nd Nall I Disk 18J7357' os 1�3g„W l 02 13 Delto=99'40'00'�-
Ound Noll with ci elta"7,?, Length=69.58'
Fond 'P Nall Tin Tab IRC Nag 162•47'(P) 25•
Found PX Nall , DLength= 00
Found Roll Road vith Disk 30.0
I Pavement cut I Splke
'asured _-Edge of Water
Out 19
It Lot 21, Block
1 D BRes(on e erpto .
Reside. RNER SURVEYING, INC. Sheet 'It'"Boundary
Survey
ntial & Commercial Surveying Services
Seat" J0,Dote, Sl'eat Wo.�
2-6-14
... rrnir so.,_..at.., fl..a Dram By- rield Roof, ' or
1402.56
i
Lot 19, Block 19
S30'201,00"E 15,
S30*2a'00"E 155.05'(Dy Ca '
u4
Fence Straddling Lot Line ;�i W J _T-S30`47 26"E 155.t \ f { o
ao
90,
o
rw ; ,
N y
44
° ,0 N �
ro ------------- _______ r,
1
3 x 25.0' , CO ,
i z z" z StBpa � � qt�
oW \ to wa
O an z c� of 1-:LL a:,@
CO CM
Q� M' b 4 tr VVvUQ
4 Dock , :- o M oto ,. wOonwz
o -Deck N G: , .:. '�w CS
Cc
Lot �tu�,��m
?1.8' 36.6 .¢=m¢
o Lvt 20, Block 19 4 a <�
s- y Pool '� Shed C`AC u-
° rn: No Slab ,N 6'o
0
peck
in
Pow
p5 i'35 o w w
IRCB 162.47 j)a1 d w
..=Edge of Water Le
a v Lot 21, Block 19 a M o
• o I
a
i
AGE ENGINEERED 4 POSTS 2 MOTOR BOAT LIFTS
PILE SPACING CHART
The boat center of wavily
needs to be set in the cener
of.the Top beam
L:4tCapaeily 'I'Dimansfor`rmmension dye ,ym�°nd
,W:L1011i41EIJ
Lb. Kg. Ft. M FL M In. Mm G
4,500 2041' ti 3.3510 3.0 6 203.2
.7,000 3175 t2 3.66
10 000 4540 12.5 3.81
A 14 000 12 3.66 10 254
16.000 7257 14 4.27
2U,000 9072 14 4.27
24000 t0.886 t8 4,88 16 4.88 1 12 304.8
0
G
H STRUCTURAL ENGINEERWG REVIEW
E TI IIS COIiSTRUCRON HAS DEEN DESIGNED AS A MAIN WIND FORCE 11ESISTTNG
SYSTEM,WITH CALCULATED GRAVITY AND WIND LOADS IN COMPLIANCE WITH
THE FLORIDA BUILDING CODE 2014.CWTEHS 16 8 20.ADM 2010.ASCENT 7-10,
AND 2ANIMUM DESIGN LOADS FOR BULI.OINGS AND OTHER STRUCTURES'TO
WITHSTAND THE NANO LOADS ASSOCIATED WITH AN ULTIMATE WIND SPFFD OF
C I" 160 MPH,EXPOSURE'Ir,RISK CATEGORY•I'.ARNOLDG6.NDERS CONSULTING
ENGINEERS HAS NO CONTROL OF THE MANUFACTUTiL''-,PERFORMANCE,OR
IMSrAIFATIONOFTHISPR01>t IC1 THF,'F(.,FNERIr.PIAN.ti WEREENCINEEREDIN
J A(U)flDANCF WII H ACCLPI EL ENGINE6 NO PPACI ICES AND UA IA PHOVNEU
BYTHE MANUFACTURER.
I
•. � ArrwWma�GmatMa Gmheeis.b�: t a::/¢xr_! �r,�
12551 t'p KW E9lld&9t$1 sL�.Rmlda NoSB t
22D1 Mcceyor 19.V sw c Ios H MTs H s39Is
- Dm
F'
e
SIGNATURE NOT VALID WITHOUT'RAISED SEAL
'SPA" STAINLESS STEEL PILING
2 6E STAIN�LESSSS STEEL LAG s�CRM
USED CONNECT A fo BRACKETSTTO THE PILING AND
2-%' CARRIAGE BOLTS USED
R TO CONNECT THE BRACKETS
TO THE LIFT CHANNELS
rL4IE:
o a
THIS STRUCTURE WILL WITHSTAND WIND LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 180 MPH, EXPOSURE V. RISK
CATEGORY ' I ' CALCULATED PER F.B.C. 2014 AND ASCE/SET 7-10. BOATS SHALL NOT BE STORED ON LIFT DURING HIGH WIND EVENTS.
IN GENERAL, PILING PENETRATION TO BE 10' INTO THE SAND BOTTOM OR 5' INTO THE ROCK STRATA. SUB-SURFACE CONDITIONS
CAN VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES. ALL PILINGS TO BE 2.5 C.C.A. PRESSURE TREATED WOOD.
0 0 0 ® 0 (D 0
LIFT CAPACITY TOP BEAM CHANNEL CRADLE I-BEAM BUNK CABLE SIZE CABLE GUIDE DRIVEIWWp� MDTOR INCHES RE Om
2 EACH 2 EACH BOARDS SPREAD POST BOGS SHAFT DIA HP OF LIFT PILING
LI>s KQ INCHES MM INCHES MFA (PT) INCHES MM IN
MM 'TH VOLTAGE PER MIN SIZES
4Hx.15 101.6hx3.8mm 6Hx.19 152,4hx4.8mm
4,500# 2041 kg 2 W x.23 50.8w x 5,8mm 4 W x 29 101.6w x 7.4mm 12,4 HA
140.0AL 3.6m OAL 120'LGTH 3.OSm DAL O 98• 2.5m 240V/ A
4•5/16' 4-7.9mmH
5 H x.15 t27h x 3.8mm 6 H x,19 152.4h x 4.8mm x15'ST ST x4.6m ST ST a 27' 203.2 mm
7.00D# 3175 kg 2.25 W x.26 57.2w x 6,6mm 4 W x.29 101.6w x 7.4mm ax 1 PART 1 PART i a.m 2 p-y1 HP 685.Bmm
x 153'OAL x 3.9 m AOL 144-LGTH 3.8 m GAL P_ m� 120VJ20A
6 H x.17 152_04,3mm 8 H x.23 2032hx 5.8mm W W 2-3/4 HP
10,000# 4536 kg 2.5 W x.29 63.5Tvx7.4mm 5 W x.35 127w x 8.9mm d�' ���
x 153'DAL .3.9m GAL 150'LGTH 3.8 m DAL o W 240V/IDA ODIIAm
7 H x.17 177.8hx4.3mm B H x.25 ZU3.4h x 6.4mm 4-5/16' 4-7.94 m9 110, 2.8m a 12-1/2°
14,000# 6350 kg 2.75g x.29 69.9wx7.4mm 5 W x.41 127w x 10.4mm 201 TTIST x92 PASATST = 317.5mm
x 1 DAL 3.9 m DAL 15r LGTH 3.8 m DAL
16,000# 7257 8.II x.19 203.2h1L4.Bmm 10 H x.25 254hx 6.4mm o
x9 3 W x.35 762wx8.9mm 6Wx.41 152.4wx10.4mm CRw
x 153,DAL 3.9 m OAL 168'LGTH 4.3 m CAL �_ N y
2-
tL m a 2-1HP
0�2024A8Hx25 2D2hx6.4mm 10Hx.25 254hx6.4Rn.
I
20,000# 9071 kg 3.75 W x•41 95 3wx10:4mm 6 W x,41 152.4wx10.4mm - 22 3.1 m
z 177 DAL 4 5 m GAL 192'LGTH 4.9 m OAL._ 4 5/16' 4 7.94rrm10 1 _ o d
x45+ST ST 3:7m ST ST 8 M
254hx7 4mm PART 3 PART Y n a .6mm
2D
8 H 1i 25 2032hx5.4mm 10 J�29 � ,. � 3 4.8 mm
24.000# 10886 kg 3 75 W s:41 95 3wx10,4mm 6Wx 50 1 r2.4vrx12.7m _ 134' 3.4m
x 2Q1 OAL` 51 m O.A.L. 192'tGTH _ .4- m Q$L _
Pup.
ACiN , «� e d t, t~,� I ray
'�, , ��� iEa -8
lk i., North Port iviye�s, �L .���
1984 Bif_TMORE ST.#114
PORT SAINT LUCIE, FL 3498¢PAUL WELCH P.E.
FL.A REG NO 299 5 F 2017 1'-