HomeMy WebLinkAboutConstruction Drawing 1-28-22LOCATION 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 INS
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
DISCREPANCIES PRIOR TO COMMENCING/CONTINUING WORK.
4. INSTALL ALL EQUIPMENT AND PRODUCTS IN ACCORDANCE WITH
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.
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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
A/< 0 �I l
AERIAL fv1vP
DOCK MATERIAL SPECIFICATIONS
ALL WOOD MEMBERS SHALL BE NO.] SOUTHERN YELLOW
PINE (UNLESS OTHERWISE SPECIFIED), PRESSURE TREATED
IN ACCORDANCE WITH THE A.W.P.A. STANDARD C-18 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" 5.5.
DECK SCREWS
EACH STRINGER
TEECCL
2,qe" STAINLESS
ALL -THREAD —�
ROD THRU-BOLT /
(2) 2x1 0 P.T.
BENTS (BEHIND
PILING)
2,.0„
2x8 P.T. CAP BOARD ATTACH
TO)) EACH STRINGER END w/
3C# I Ox3" 5.5. DECK
5TRUCTUREJUST
ABOVE GRADE
EXISTING GRADE
7w
W
DOCK SECTION "A -All
SCALE: 1 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"
DECK SCREWS
Into BENT t (3) same
nto STRINGER
ils W�m_l
SCALE:
C,919
_
N
ATTACH EACH
STRINGER TO CAP —
BOARD w/ (4) # 10
x311 DECK SCREWS
2x8 CAP BOARD
2 112" BEYOND
BENTS
2x8 CAP BOARD
ABOVE BENT ON
2 SIDES
03S E VA � I 0
I SON CONSTRUC
N G;
1:20
PLAN
ATTACH CAP
BOARD TO PILING
w/ (4) # 10 x3"
DECK SCREWS
8 BUTT PILING w/
III HDP- SLEEVE
III
II 8" BUTT PILING
CUT
BENT HEIGHT II I
(EXISTING
i l I 2x P.T. UPRIGHT (2xG
min.) w/ (4) # I Ox3"
S.S. DECK SCREWS I I I
into BENT * (3) same
III into STRINGER/CAP I
III / BOARD I I I
2x8 STRINGERS
@ 1 Gilo.c.
(2) 2x 10 P.T.
BENTS
ATTACHED TO
PILING w/ (2) 5/6"
S.S. ATR THRU
BOLT
± G' NO SLOPE _
SPAN UNTIL
MATCHING GRADE
4' WIDE ACCESS
LEVEL TO GRADE
(4) 2x8 P.T. STRINGE
ATTACHED TO PLATPOI
w11A S.S. JOIST HANGS
I xG COMPOSITE
DECKING 11
Attach w/ (2)
#8x2-1 /2" SS Deck
Screws every 5tringer
Edge of decking
Flesh w/ cap board
:D c /<
DF'AW NGS
2x8 STRINGERS
@ I Gil o.c. MAX.
I+
4" x 4" POST
CUT BELOW
DECK
Q�ANNtu
KMA
NGINEERING & SURVEYING, LLC.
80 ROYAL PALM POINTE, SUITE #401
VERO BEACH, FL 34960
PHONE: (772) 569-5505
FBPE C.O.A. # 33705
REVISIONS:
BY: I DATE: COMMENT:
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STATE OF
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DAVID S. KNIGHT, PE
FLORIDA LICENSE No. 41060
10/1 /21
P FILE No.: TBD
;AWN BY:
DRAWN -BY
IECKED BY:
CHECKED BY
,TE:
10/20/21
D I.D.:
WHALEY
SHEET TITLE:
KNOW WHAT'S BELOW
ALWAYS CALL 811 SHEET NUMBER:
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