HomeMy WebLinkAboutRollins S&S Drawingsl
En
M
O 91)
N
N
y
00
O
t0 0
N O
c
'n y
rMIL
>( C
1 omllL
N O
m
mph "
Os �
O
1
N
to
v
O
o �
° 3 `�° cn j
ao cr �O
? (D
0
.m
m o
N
O
m
Do CL
3 n.
o cc
�
z m
N a
r Q o
lD _ 0
U! 7 C1
p Ea �1
A N :'
N .�
on)
0
o
W
�
_
�
O
�(1)
o
as
CD
1+
o
MM
D
m
z
°
a
M�
o
c
c
F
Lt.
4t
4
The work specified herein
has been designed and all
work shall be in
accordance
with the 2017 Florida
Building Code (6th Edn.).
All codes reference herein
are per the latest adopted
edition.
STRINGERS:
211x8" 0.4 ACQ spaced
at max. 18" with min. 112" SE
lag bolts on each piling (lap
spliced)
TYPICAL DOCK AND ACCESSWAY CROSS SECTION
(N.T.S.)
Block
To b
2"x6"
block
(fast
min.
Width: 9.5'-21'
Decking: � ,
1"x6" Composite Decking fastened`
V'
wl min. 2.5" stainless steel composite vl°0
decking screws
added
as needed:
>
;�Ic1 u.4 HUU strap
la�mitl strinaers
ned whin. 3 ea.
SS screws/nails)
Nails Typical
M.H.W.
M.L.W.
ist:
Jo—�
2"x8" 0.4 ACQ on
each side of piling.
Bolted w/ 5/8"
SS cut rods.
= CANAL BOTTOM
Pilings:
Dock: min. 8" O, 2.5
CCA
Boat Lift: min. 10" 0,
2.5 CCA
PT wood,
rmit Number
739.53-002-EE
theast District
0
m
penetration
1 d�� Rollins Residence- Wilco Construction,
s .�/ i'e w
Dock Structural Inc. N
0
°ppp00000°°°°a
J°0poo (n UQ: Q:C5� kO�O
°o° Zj °o° O ffhh e 0 0 Z CIO p W, (n O
O m I °o Fi �� oo Z �I J LL J �� Z~ Z e ~ U
OQJ co o let �/ °o
0 �n ti J O
TWO I ° N O o J�� �J �� O �+
WaW m moo �h2�t�rn OQ�i��mZLLJ
Z y r-1 WmWrnYv Z O U WZ e O�
p G m� mJM ti; aZ��W1 W� 3
W I � _ J o e`r'C4 O JUZ UNJ 2 J 3
ZWm� e ui Q~ � Q �000��` Z�oe2 �QOWm W �N� 3
0) Lai
LLJ� O OCta�U2� �N�W��eUOtiwt� ��WM
WUZWZ�I �O
tiU W I °o t9 (v o°O° U g 2W crti QLO I
timeW
2tiQ� °°°
I oo o°°o �ZOmOWQ��p�O �1 LL�
Aft 00
m I
U
�
� O �
O�
Qti Q
Q
/Q
_yW' z
Q
w Q W
Z
Lk L
e
v
U " N
O
Q Z
i� 7il
e� LnWZW �2ohQtiW�~( C9k3U C) WI�U�30fil�QVJUWoQ~ U QpUW �� �LAJW(70C) z) C) ep�kQjuj tZ UWQQZ�Z�� mp F'mYU�W W WJ SULo N>�
�o�W� WJ: p��a �� ctZUIu>:1 'ji k m pk�U^NNE
(5 cl) pWQ, ZCW tiWO t`i("TpUtiW�e
?gyp L� I Z eoj` ea W W��e�W�
�JZW f�Z� �J Z �Z ��J~O �UQ� ������4ij�Fgqq¢u� oii
Jp� �� �%�% h (7 U ZQQ Jb 22`tZ iI
ZtiZQ�WUtiJ �Q�� Qt �IC5 0�1�JQN�(jQOU Nrove� i3��
(9QOe OU e~Up OJ ?ZO O)�Q�U. �O ,p Yi b �3ki�U
ZOpONmLuOJ LU�kOp Ql J� 2UQZeco' O� 4'iV=Oti
WQiWWCON�sO
`I^a gbhbtlr/I �V^
M MEMO
COUNTY
F L 0 rt i D A MW
Project Name
Project Address:
Permit II:
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 4624553
L&MU UJIL111I
ROLLINS
10851 S. OCEAN DR LOT 143
Occupancy Type; Construction Type:
INSTRUCTIONS FOR USE:
® This certification must be completed, signed, and sealed by the design professional of record.
® Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
F-orm not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the It above for questions,
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida BUILDING Code Sixth Edition with 2017 Supplements using ASCE 7-10
2. Structure Designed as (check one): Enclosed _Partially Enclosed X Open
3. Risk Category:.1 X II _III IV Exposure Category: B C x D
4. Design Wind Velocity 165 mph ASD X LRFD End Zone Width: 1 ft
5. Mean Roof Height 51 +/- DECK HEIGHT ft Roof Pitch: :1.2 Parapet: ft
G. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRI-I, clearly label on all plan openings):
Zone 1: Zone 2: Zone 3: Zone 4: +60.6/-64,1 Zone 5: "'70.1/-74.5 Garage:
7. Design Loads: Floor: PSF Roof/Dead: PSF- Roof/Live: Balcony: PSF
Dock: 40 PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF
II. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided?.X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my luiowledge and belief, the attached plans 8� specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. ' that structural elements depicted on these plans provide adequate resistance to the design
for s-sQ€ 001ad
�t�.:�:�L�E3�711
DANIEL PAUL RETI-IERFORD
Print Name
72451
Cert It 8t Co. Cert Auth.
1402 HARTMAN ROAD, FORT PIERCE, FL 34947
Company Name &Address