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***NOTES***
1 — LAYOUT PER ST LUCIE COUNTY PROPERTY APPRAISER MAP
ADJACENT
SINGLE
FAMILY
RESIDENTIAL
INDIAN RIVER EXISTING WOOD MOORING
OPEN AREA PILES (TO BE REMOVED)
—8,600' WIDE
i
0 0
EXISTING 20'x10' ERMINAL
PLATFORM (TO B REMOVED)
i
20'
10'
EXISTING 109.5' 'ACCESS
PIER (TO RN EMAI
109,
EXISTING 4' WIDI
APPROACH STAI
--I I --- 4'
KENNETH WURTENBERG Lj
6603 S INDIAN RIVER DRIVE
FT PIERCE, FL 34982
PARCEL ID: 3412-141-0002-000-2
PROPOSED DOCK EXT ROOF LI
PLAN VIEW — EXISTING LA Ul
SCALE 1" = 30`
Croushore Marine Engineering Inc. DATE: 03.021 KENNETH WURTENBERG,
100 ANDROS ROAD, PALM SPRINGS, FLORIDA 33461 FT PIERCE, FL _ p�1
PH (561) 951-6036 r I
FL CERT OF AUTH #30254 PROPO ED DOCK EXTENSION, ROOF & LIFTS
DRAWN BY: CRC PLAN VIEW -EXISTING SHEET OF
REVIEWED FOR
OO®E COMPLIANCE
ST. L.UCIE COUNTY
B®CC
SINGLE
FAMILY
RESIDENTIAL
c
is
CHRISTOPHER R. CROUSHORE, PE
FLORIDA PE # 74580
***NOTES"**
1 - LAYOUT PER ST LUCIE COUNTY PROPERTY APPRAISER MAP
INDIAN RIVER
OPEN AREA
—8,600' WIDE
—37'
�
5'-2'
PROPOSED 165' x4' ACCESS
PIER EXTENSION
165'
25' 25'
294'-6'
I
EXISTING 109.5' x4' ACCESS
PIER (TO REMAIN)
.11Ws3Y
i
4' W
p = E ISTING 4' WIDE UPLAND
ADJACENT H STAIRS/WALKWAY
SINGLE --I 14— 4' ADJACENT,
FAMILY KENNETH WURTENBERG SINGLE I
RESIDENTIAL 6603 S INDIAN RIVER DRIVE FAMILY �Jl z q
FT PIERCE, FL 34982 RESIDENTIAL
PARCEL ID: 3412-141-0002-0 0-2
PROPOSED DOCK EXTROOF & LIFTS
PLAN VIEW- PROPOS D LAYOUT CHRISTOPHER R. CRO SHORE, PE
SCALE 1" = 5 ' FLORIDA PE # 74580
-
Croushore Marine Engineering Inc. DATE:scA�E: r Oa=.07sa21 KENNETH WURTENBERG
100 ANDROS ROAD, PALM SPRINGS, FLORIDA33461 FT PIERCE, FL P-2
PH (561) 951-6036
FL CERT OF AUTH #30254 PROPOSED DOCK EXTENSION, ROOF & LIFTS
DRAWN BY: CRC PLAN VIEW -PROPOSED SHEET OF
***NOTES***
- PROPOSED THRU-FLOW DECKBOARD NOT SHOWN FOR CLARITY
- SEE MANUFACTURER SPECS FOR BOATLIFT LAYOUT
- ROOF COVERING OVER ENTIRE INSIDE FOOTPRINT OF TERMINAL
PLATFORM, 8x20 (160 SF)
9'-4" OUTSIDE
- 8'-8" OC
- 8' INSIDE
12' 0 AC1
14'OC
12'-6"2'-6" CS-2
t
7K HURRICANE
CAT 5 BOAT LIFT PROPOSED 16K HURRICANE
CAT 5 BOAT LIFT
PROPOSED 4x4 HANDRAIL POST
@ 10' OC (MID-PI,LES)(TYP)
PROPOSED 8" 0 MARINE PILE
@ 10' OC (MAX)(TYP)
PROPOSED 2x8 CROSS -TIE
(ACCESS PIER TYP)
PROPOSED 2x8 STRINGER
@ 16" OC (MAX)(TYP)
CS-1
ACCESS PIER EXTENSION
'-- 5'-4" OUTSIDE
10, OC
4' INSIDE
PROPOSED DOCK EXT, ROOF & LIFTS
PLAN VIEW - PROPOSED PILE LAYOUT CHRISTOPHE CROU HORE, PE
SCALE 1" = 30' FLORIDA PE # 74580
SCALE: V - W
Croushore Marine Engineering Inc. DATE: 03.0721 KENNETH WURTENBERG
100 ANDROS ROAD, PALM SPRINGS, FLORIDA33461 FT PIERCE, FL P-3
PH (561) 951-6036
FL CERT OF AUTH #30254 PROPOSED DOCK EXTENSION, ROOF & LIFTS
DRAWN BY: CRC PLAN VIEW- PROPOSED PILE LAYOUT SHEET30F6
***NOTES***
- PT IS AS FOLLOWS: 2.50 CCA (MARINE PILES), 0.60 CCA (SUB -FRAMING), DECKING IS THRU-FLOW 12"x48"
- ALL WOOD TO BE SYP GRADE 1 OR BETTER
-ALL HARDWARE TO BE MARINE GRADE 316 SS, UNLESS NOTED
- BOLT ASSEMBLY KIT INCLUDES: g' 0 BOLT, 3" 0 WASHER, HEX NUT
- OUTSIDE STRINGERS CONNECTED TO MARINE PILE W/ (1) BOLT ASSEMBLY KIT
- INSIDE STRINGERS CONNECTED TO CROSS -TIE WITH SS SIMPSON H2.5A HURRICANE STRAP
- CROSS -TIES CONNECTED TO MARINE PILE W/ (2) BOLT ASSEMBLY KITS;
- THRUFLOW DECKING CONNECTED TO STRINGERS W/ #10 DECK SCREWS, 2 PER PANEL PER STRINGER
- NON-STRUCTURAL PILE WRAP AND PILE CONE ACCESSORIES ARE OPTIONAL.
2x6 RAIL (TYP)
Cm
8"0 PILE (TYP)
4' INSIDE
1�I
@ 10, OC
ji 3' !Ijjf,
THRUFLOW DECKBOARD
V-4" OC
jIl j,i�Il
SINGER (TYP)
2x86'TORC
i�
MAX
....11
2x8 CROSS -TIE
0
o i
�' YIII!I
5"0 BOLT ASSEMBLY
5'
i1I1'1
l', !
KIT (TYP)
l,
jij
lt '''i
III1(i
OPTIONAL PILE WRAP
�
171
{� "1
U(
MHW
I �, I fit,,
MLW
I ?t, ; I ,IMLW
,�
VARIES
I'
-2.7' (MAX)
I
i,!u,lll , ,l;
\\/\\/\\ 8 INTO I�;�j \ \\ \\ , 0\<FIRM SOIL
\\
Y, i /\/\/
TYPICAL CROSS-SECTION VIEW
ACCESS PIER EXTENSION
SCALE 1" = 3'
SCALE: 1-- T
Croushore Marine Engineering Inc. DAME 03.0721
100 ANDROS ROAD PALM SPRINGS, FLORIDA 33461
�(7-�(z�
CHRISTOPHER R. CROUSHORE,_PE
FLORIDA PE # 74580
KENNETH WURTENBERG
FT PIERCE, FL
-1
PH (561) 951-6036 1
FL CERT OF AUTH #30254 PROPOSED DOCK EXTENSION, ROOF & L
DRAWNBY: CRC TYPICALCROSS-SECTIONVIEW-ACCESS
SHEET 4OF6
_ ***NOTES***
i - SEE NOTES ON CS-1 FOR WOOD, HARDWARE, CONNECTION INFO'
- NON-STRUCTURAL PILE WRAP ACCESSORIES IS OPTIONAL.
9"0 BOAT LIFT PILE
(7K LIFT)
HURRICANE
s 7K BOAT LIFT
V-4" OC --- 4-r:
5'
! f; 8' f .
8' INLIDE ;;'1
T VARIESff"t
�2.T (MAX)
8' INTO
FIRM SOIL
COVERED ROOF
SEE D-1 FOR DETAILS
I
10"0 BOAT LIFT PILE (16K LIFT)
8"0 PILE (TYP)
@10'OC
12"x48" THRUFLOW
DECKBOARD
2x8 STRINGER (TYP)
@ 16" OC MAX
2x12 CROSS -TIE
HURRICANE
16K BOAT LIFT
e'0 BOLT ASSEMBLY
KIT (TYP)
1V INTO
FIRM SOIL
*,` (u
TYPICAL CROSS-SECTION VIEW Q a
TERMINAL PLATFORM W/ LIFTS CHRISTOPHER R. CROLISHORE, PE
SCALE 1" = 5' FLORIDA PE # 74580
Croushore Marine Engineering Inc. SCALEDAM ., es
03.07r KEN' NETH WURTENBERG
100ANDROS ROAD, PALM SPRINGS, FLORIDA33461 FT PIERCE, FL CS-19
PH (561) 951-6036 PROPOSED DOCK EXTENSION, ROOF & LIFTS
FL CERT OF AUTH #30254 TYPICAL CROSS-SECTION VIEW - TERM PLAT +
DRAWN BY: CRC LIFTS SHEET 5 OF
***NOTES***
-SHEATHING UNDERLAYMENT, 5V
CRIMP NOT SHOWN FOR CLARIT
I�- 8' --I
MARINE PILE (TYP)
01 HEADER BEAM (TYP)
O� RAFTER @ 16" OC (TYP)
OIx12' RIDGE BEAM
�I
01 BEAM (TYP)
STIFFENERS
P)
SECTION 1
PROPOSED HIP ROOF
PLAN VIEW - PROPOSED SUB -FRAMING LAYOUT
SCALE 1" = 6'
—CONNECTION NOTES—
-2x10 HEADER BEAM CONNECTED TO 8'0 MARINE PILE BY 1170316 SS BOLT.
(2 PER BEAM PER PILE)
- 2x10 HEADER BEAM TO 2x10 RAFTER BY SIMPSON H2.5A STRAP.
(1 PER BEAM PER RAFTER) (5-8d NAILS PER CONNECTION)
-2x10 RAFTER CONNECTED TO WO RIDGE BEAM WITH USP CONNECTORS
HDG RR STRAP. (1 PER RAFTER PER RIDGE BEAM) (4-10d NAILS PER CONNECTION)
- 2x6 STIFFENER CONNECTED TO 200 RIDGE BEAM WITH SIMPSON H25A STRAP .
(1 PER STIFFENER PER RIDGE BEAM) (5-8d NAILS PER CONNECTION)
-2x10 JOIST CONNECTED TO 2X10 RAFTER WITH SIMPSON MTS12Z STRAP.
(1 PER JOIST PER RAFTER) (7-10d NAILS PER CONNECTION
2x6 JOIST CONNECTED TO 2x6 END RAFTER WITH SIMPSON MT812Z STRAP.
(1 PER JOIST PER END RAFlER) (7-1 Od NAILS PER CONNECTION
- 5I8' SHEATHING CONNECTED TO 200 RAFTER AND 200 JOISTS WITH 8d NAILS.
(NAILS @ 6' OC ALONG ENTIRE RAFTER AND JOISTS)
- SEE MANUFACTURER SPECS FOR 6V CRIMP ATTACHMENT
PROPOSED 2x10
RIDGE BEAM
PROPOSED 2x6
STIFFENER (TYP)
2'
I
ROPOSED 5V CRIMP METAL ROOF
ROPOSED 30# FELT UNDERLAYMENT
ROPOSED e" SHEATHING
ROPOSED 2x10 JOISTS @ 16".00 (TYP)
ROPOSED 2x10 RAFTER (TYP)
ROPOSED 2x10 CROSS -BEAM
ROPOSED 2x10 HEADER BEAM
81 II;Ii
8' OVERH , CLEARANCE BETWEEN
BOTTOM ADER TO TOP OF DECKBOARD
TRUSS SYSTEM LAYOUT
SECTION 2
PROPOSED ROOF - CROSS-SECTION VIEW
SCALE 1" = 4'
Croushore Marine Engineering Inc.
100 ANDROS ROAD, PALM SPRINGS, FLORIDA 33461
PH (561) 951-6036
FL CERT OF AUTH #30254
:N STRUCTURE -MP ROOFING
APPUEOWIND PRESSURE= 48.11PSF
ENCLOSURE CLASSIFICATION - PARTIALLY ENCLOSED
DIMENSION PERPENDICULAR TO WIND(MAX)-8.00 FT
DIMENSION PARALLEL TO WIND (SEGMENTAL) -10.00 FT
MEAN ROOF HEIGHT (ABOVE GROUND) =1300 FT
ROOF ANGLE - 28M DEG
WIND SPEED. V -175.0 MPH
EXPOSURE CAT.=C
RISKCATEGORY=1
WIND DIRECTIONALITY FACTOR -Kd-OAS
TOPOGRAPHIC FACTOR =Kd -1.0
GUST EFFECT FACTOR -G-0.85
INTERNAL PRESSURE COEFFICIENT = GCO -0.56
PRESSURE CALCULATION ISBASFDON ASCE7.20
WIND LOAD CERTIFICATION STATEMENT
I CERTIFY THAT TO THE BEST OF MY MOWLEDGE AND
BEUEF. THESE PLANS AND SPECIFICATIONS HAVE BEEN
DESIGNED TO COMPLY WITH THE APPLICABLE BUILDING
CODES AS AMENDED. ADOPTED AND ENFORCED BY THE
ST. LUCIE COUNTY BUILDING DEPARTMENT. IALSO
CERTIFY THAT THE COMPONENTS AND RELATED
ELEMENTS PROVIDE ADEQUATE RESISTANCE TO THE
CHRISTOPHER R. CROUSHORE, PE
FLORIDA PE # 74580
ED
KENNETH
PROPOSED
WURTENBERG
FT PIERCE, FL
DOCK EXTENSION, ROOF & LIFTS
DETAILS -ROOF
D-1
D�. 03.7.21
DRAWN BY: CRC
SHEET60F6