HomeMy WebLinkAboutConstruction DrawingLOCATION MAP
GENERAL NOTES
1. THE CONTRACTOR AND TRADES SHALL VERIFY ALL DIMENSIONS,
AND CONDITIONS PRIOR TO BEGINNING ANY WORK. THE
CONTRACTOR SHALL NOTIFY KMA ENGINEERING OF ANY
DISCREPANCIES OR CONFLICTS PRIOR TO THE START OF ANY
CONSTRUCTION. COMMENCING WORK MEANS ACCEPTANCE OF ALL
CONDITIONS. KMA ENGINEERING WILL NOT BE RESPONSIBLE IN
ANY WAY FOR CORRECTION OR MODIFICATION TO THE WORK.
2. ALL WORK SHALL CONFORM TO FBC 7TH EDITION (2020)
RESIDENTIAL AND ALL APPLICABLE NATIONAL & LOCAL CODES.
CONTRACTOR IS ADVISED TO CONSULT WITH KMA ENGINEERING
PRIOR TO CONSTRCUTION TO DISCUSS THE REQUIREMENTS OF
ALL SUCH APPLICABLE AUTHORITIES.
3. DO NOT SCALE THE DRAWINGS. DIMENSIONS ARE PROVIDED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR RESOLVING ANY
� T I
I iSA\:)s
AERIAL MAP
DISCREPANCIES PRIOR TO COMMENCING/CO1�! INUING �NORK. -- -
4. INSTALL ALL EQUIPMENT AND PRODUCTS IN ACCORDANCE WITH DOCK MATERIAL SPECIFICATIONS
THE MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
WITH ALL RELEVANT TRADES.
6. THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"FOR CONSTRUCTION" AND SIGNED & SEALED BY THE ENGINEER
OF RECORD.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
NECESSARY PERMITS PRIOR TO CONSTRUCTION. THIS INCLUDES
ANY AND ALL RELEVANT FEDERAL, STATE, AND LOCAL
AUTHORITIES.
PLAN VIEW
d-
DESIGN CRITERIA (FBC 2020)
WIND SPEED = 160MPH Vult
RISK CATEGORY = I
EXPOSURE = D
ENCLOSURE = OPEN
IMPORTANCE FACTOR (ASCE7) = 0.77
RESULTANT WIND PRESSURE = 40.96 PSF
ALL WOOD MEMBERS SHALL BE NO.1 SOUTHERN YELLOW
PINE (UNLESS OTHERWISE SPECIFIED), PRESSURE TREATED
IN ACCORDANCE WITH THE A.W.P.A. STANDARD C-1 8 FOR
MARINE CONSTRUCTION.
THE PRESERVATIVE USED SHALL BE A WATERBORNE TYPE
SUCH AS 'B' OR 'C' AS COVERED IN FEDERAL SPEC,
TT—W-535, AND A.W.P.A. STANDARDS P5, C2, AND C14.
ALL WOOD TO BE STRAIGHT, TRUE, AND FREE FROM
SPLINTS, WANE OR OTHER OBJECTIONABLE DEFECTS.
BOLT HOLES SHALL BE DRILLED TO THE BOLT DIAMETER
AND THEN HAMMERED INTO PLACE.
PILINGS SHALL BE TREATED WITH NOT LESS THAN 2.5
LBS./C.F. OF C.C.A. PRESERVATIVE SALTS IN WITH A.W.P.A.
STANDARD C-18.
ALL CONNECTORS, FASTENERS, ETC SHALL BE GRADE 316
STAINLESS STEEL (USN S31600).
I xG COMPOSITE
DECKING ATTACH
w/ (2) # I Ox3" S.S.
DECK SCREWS
EACH STRINGER
2�f8' STAINLESS
T CCL ALL -THREAD
ROD THRU-BOLT /
(2) 2x 10 P.T.
BENTS (BEHIND
PILING)
I
2x8 P.T. CAP BOARD ATTACK
TO)) EACH STRINGER END w/
R # I Ox3" 5.5. DECK
WS
STRUCTURE JUST
1
ABOVE GRADE
EXISTING GRADE
w
+I
v
o
u,
W
DOCK SECTION "A -AI'
SCALE: I :.;0
i 2x8 P.T. STRINGERS
I G" O.C.
I/2" BEYOND BENT
— ATTACH CAP BOARD
ATOP BENT AS
STRINGER
2x P.T. UPRIGHT ((2xG
min.)w/ (4) # I Ox3"
DECKK SCREWS
nto BENT 4 (3) same
nto STRINGER
03S VA�
CONSTRUCT
f R14AM ING/ FLAN
5CALE: 1:20 / BOAATTACH CAP
R TO PILING
f w/ (4) # 10 x3
/ DECK SCREWS
1 21_011
C -
O
+I N
c� —
ATTACH EACH N
STRINGER TO CAP —
BOARD w/ (4) # 10
x311 DECK SCREWS
2x8 CAP BOARD
2 1 /2" BEYOND
BENTS
2x8 CAP BOARD
ABOVE BENT ON
2 SIDES
0
1111�
" BUTT PILING w/
HDP= SLEEVE
III 8" BUTT PILING II I
CUT BENT HEIGHT II I
III (EXISTING) I I I
III III
III III
III III
III III
III III
III III
III ® III
I II
I� 2x P.T. UPRIGHT (2x6 I I
min,) w/ (4) # I Ox3"
5.5. DECK SCREWS I I I
Into BENT * (3) same
III into STRINGER/CAP I I I
III / BOARD I I I
2x8 STRINGERS
@ I G" O.C.
(2) 2x 10 P.T.
BENTS
ATTACHED TO
PILING w/ (2) 5/8"
S.S. ATR THRU
BOLT
Im
± G' NO SLOPE
MATCHING GKADIE
4' WIDE ACCESS
LEVEL TO GRADE
(4) 2x8 P.T. SITRI NGE
ATTACHED TO PLATPOI
w/(4) 5.5. J0I5T HAHGE
I xG COMPOSITE
DECKING
Attach w/ (2)
#8x2-1 /2" SS Deck
Screws every stringer
A A/ NGS
HECK
2x8 5TRINGER5
@ I (sit o.c. MAX.
I+
4" x 4" PO5T
CUT BED
DECKI N - ,�
REVIEWED FOR
CODE COMPLIANCE
CONTRACTOR
e�� 1 7,0 17-7-
KMA
NGINEERING & SURVEYING, LLC.
80 ROYAL PALM POINTE, SUITE #401
VERO BEACH, FL34960
PHONE: (772) 569-5505
FBPE C.O.A. # 33705
REVISIONS: �
BY: DATE: I COMMENT:
0
O
O
0
O
O
0
N
Q
Y
o
Q
O
d
d
N
L)
o
Lu
z
o
Q:>
Q�
0,
W
=
E
M
co
E
E
tV
U
U
O)LL
1- U
Z
0
rn
-�
=
�-
z .�
or
LL
co
U)
NCL
O
Y
Q
co LL
a2
J
L
—wj U)
N
2
a
Q
J
Q
W
J
I—
Ln
N
U)
w
0
U)
♦—
H
U)
I—
W
W
U)
Cr
W
0
U
w
:ra
a
s~
J
0
u
0
:F gM1i
G Ez IV 6"
NO. 41060
STATE OF t
asc
DAVID S. KNIGHT, PE
FLORIDA LICENSE No. 41060
10/1 /21
P FILE No.:TBD
AWN BY:
DRAWN BY
ECKED BY:
CHECKED BY
TE:
10/20/21
D I.D.:
WHALEY
SHEET TITLE:
Edge of decking KNOW WHATS BELOW
fk-15h w/ cap board , ALWAYS CALL 811 SHEET NUMBER:
BEFORE YOU DIG
It's fast. It's free. It's the law.
www.calisunshine.com
Ms