HomeMy WebLinkAboutBuilding Plansp4r
PETRAVICE PRESERVE
ST LUCIE COUNTY PARKS & REC
5445 PALMETTO AVENUE
FT PIERCE
FL 34982
SHEET
DESCRIPTION
C-1
COVER SHEET
P-1
BRIDGE PLAN & PROFILE VIEWS
CS-1
TYPICAL CROSS-SECTION VIEWS, DETAILS & NOTES
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CODE COMPLIANCE
ST. LUCIE COUNTY
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I- 5' INSIDE --I
T r 3"
l I
3'-8" T I
TOP
101-9" 9'-101,
I CLEARANCE
30'
TOP OF MUCK I
M MUDLINE
2'
,-PROPOSED 2x10 TOP RAIL (TYP)
PROPOSED 2x6 SIDE RAIL (TYP)
,-PROPOSED 4x6 HANDRAIL POST @ 5' OC
PROPOSED 2x6 PT WOOD DECK
4" GAP BETWEEN BOARDS
,-PROPOSED 2x10 STRINGERS
@ 20" OC (TYP)
18'0 BOLT ASSEMBLY KIT (TYP)
—PROPOSED 2xl0 CROSS -TIE
—SIMPSON LTS12SS STRAP (TYP)
'4"O BOLT ASSEMBLY KIT
(TYP)
�2xl0 CROSS -BRACING
(TYP) ALTERNATE ON
EACH SIDE OF PILES
10" 0 MARINE PILE
(TYP)
VARIES TO
- "
VARIES TO
1. 8,_3„
10'(MIN)
INTO FIRM SOIL
SECTION 1
PROPOSED LANDING (NON-MIDSPAN)
TYPICAL CROSS-SECTION VIEW
SCALE 1" = 4'
PROPOSED 2x8 TOP RAIL (TYP)
4'-7" INSIDE PROPOSED EZ HAND RAIL GRAB RAIL (TYP)
I GRABRAIL PROPOSED 2x6 SIDE RAIL (TYP)
PROPOSED 4x6 HANDRAIL POST @ 5' OC
3„ PROPOSED 2x6 PT WOOD DECK
4' GAP BETWEEN BOARDS
3'-8" T " PROPOSED 2STRINGERS
C-'"-`--ail @ 20 OC (TYP)
e"O BOLT ASSEMBLY KIT (TYP)
PROPOSED 2x10 CROSS -TIE
VARIES TO SIMPSON LTS12SS STRAP (TYP)
5'-10"
I 3"0 BOLT ASSEMBLY KIT
GROUND
10" 0 MARINE PILE
(TYP)
SECTION 3 - PROPOSED ADA 12:1 RAMP
TYPICAL CROSS-SECTION VIEW
SCALE 1" = 4'
1— 5' INSIDE — -i
-8 '
3'-8if I
TOP
101_91, 9'-101,
TOP OF
10, OC
5OC --I
PROPOSED 2x10
STRINGER
PROPOSED 2x10
CROSS -TIE
PROPOSED 10"0
MARINE PILE (TYP)
i
go
2'
PROPOSED 2x10 TOP RAIL (TYP)
PROPOSED 2x6 SIDE RAIL (TYP)
PROPOSED 4x6 HANDRAIL POST @ 5' OC
PROPOSED 2x6 PT WOOD DECK
4' GAP BETWEEN BOARDS
PROPOSED 2x10 STRINGERS
@ 8" OC (TYP)
e"0 BOLT ASSEMBLY KIT (TYP)
PROPOSED 2x10 CROSS -TIE
SIMPSON LTS12SS STRAP (TYP)
4"0 BOLT ASSEMBLY KIT
(TYP)
2x10 CROSS -BRACING
(TYP) ALTERNATE ON
EACH SIDE OF PILES
10" 0 MARINE PILE
(TYP)
-5 -1"
- 8'-3"
SECTION 2
PROPOSED MIDSPAN
TYPICAL CROSS-SECTION VIEW
SCALE 1" = 4'
PROPOSED 2x8 TOP RAIL
PROPOSED 46 HANDRAIL
POST @ 5' OC (TYP)
PROPOSED 2x6 SIDE RAIL
(TYP) W/ 3" SPACING
BETWEEN RAILS
1'--1 a'
GENERAL NOTES
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- THE FOLLOWING PROPOSED PROJECT CONSISTS OF A WOOD PEDESTRIAN BRIDGE PASSING OVER
0
A SMALL NAVIGABLE WATERWAY.
-THIS BRIDGE HAS RECEIVEDCOAST GUARD APPROVAL AS IT HAS THE SAME CLEARANCE OVER MHW
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AS THE NEAREST ADJACENT PASSAGEWAY BRIDGE (9.8' CLEARANCE ABOVE MHW)
❑ C
- THE CONTRACTOR SHOULD FAMILIARIZE THEMSELVES WITH THESE PLANS.
- ANY CHANGES OR DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER PRIOR TO
SAID CHANGES BEING PERFORMED.
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- ALL ELEVATIONS SHOWN ON PLANS ARE IN NAVD 88.
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STRUCTURAL NOTES
❑
- PROJECT WAS DESIGNED USING 7TH EDITION 2020 FLORIDA BUILDING CODE EDITION.
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- ALL WOOD TO BE SOUTHERN YELLOW PINE, #1 OR BETTER
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- ALL MARINE WOOD PILES TO BE 2.50 CCA PRESSURE TREAT
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- ALL STRINGERS, CROSS -TIES, AND CROSS -BRACING TO BE 0.60 CCA PRESSURE TREAT
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- ALL DECK BOARD TO BE 0.40 CA-C
HARDWARE
-ALL HARDWARE TO BE SS GRADE 316
- BOLT ASSEMBLY KIT INCLUDES: 4" 0 BOLT, 3" FLAT WASHER, 4" 0 (ID) HEX NUT
(STRINGERS AND CROSS -TIES CONNECTED TO MARINE PILES)
- BOLT ASSEMBLY KIT INCLUDES: E' 0 BOLT, 3" FLAT WASHER, 8" 0 (ID) HEX NUT (4x6
HANDRAIL CONNECTED TO OUTSIDE STRINGERS)
- BOLT ASSEMBLY KIT INCLUDES: 2" 0 BOLT, 3" FLAT WASHER, 2' 0 (ID) HEX NUT (2x6
SIDE RAILS CONNECTED TO 4x6 HANDRAIL POSTS)
ENVIRONMENTAL NOTES
- STANDARD MANATEE AWARENESS AND OBSERVATION PROCEDURES WILL BE IN PLACE
FOR THE DURATION OF THE PROJECT.
- FDOT TURBIDITY CURTAIN TO BE IN PLACE PRIOR TO PROJECT COMMENCEMENT AND IS
TO REMAIN IN PLACE IN APPLICABLE SECTIONS, FOR SECTION INSTALLATION DURATION.
- RE -POSITION TURBIDITY CURTAINS TO NEXT SECTION
- DO NOT DISTURB ANY EXISTING MANGROVES
- SEAGRASS IS NOT EXPECTED TO BE PRESENT. IF SO, PLEASE DO NOT DISTURB THE SEAGRASS.
- LOW PRESSURE JET PUMP ONLY FOR WOOD PILE INSTALLATIONS
- MAINTAIN 1' CLEARANCE FROM BOTTOM OF EQUIPMENT TO TOP OF SEAGRASS BLADES, IF APPLICABLE.
WIND PRESSURE WIND LOAD CERTIFICATION STATEMENT
OPEN STRUCTURE - MONO -SLOPED ROOFING I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, 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
APPLIED WIND PRESSURE = 22.06 PSF DEPARTMENT. I ALSO CERTIFY THAT THE COMPONENTS AND RELATED ELEMENTS
PROVIDE ADEQUATE RESISTANCE TO THE LOADS APPLIED.
CONSTANTS USED
CONNECTION SUMMARY -
ENCLOSURE CLASSIFICATION = OPEN STRUCTURE (WALKWAY) WALKWAY
DIMENSION PERPENDICULAR TO WIND = 6.00 FT -ALL CROSS -TIES CONNIzCTED TO MARINE PILES WITH (2) a" 0 BOLT ASSEMBLY KITS PER PILE
,
DIMENSION PARALLEL TO WIND (SEGMENTAL) (MAX) = 16.00 FT - OUTSIDE STRINGERS CONNECTED TO MARINE PILES WITH (2) a" 0 BOLT ASSEMBLY KITS PER PILE
- INTERIOR STRINGERS 4'ONNECTED TO CROSS -TIES WITH (1) SIMPSON LTS12 HURRICANE STRAPPER
MAX DOCK HEIGHT, ABOVE WATER = 10.00 FT
( ) INTERIOR STRINGER PFR CROSS -TIE
WALKWAY ANGLE = 0.00 DEG - 2x6 DECK BOARD CONNECTED TO STRINGERS WITH (2) #10 SS COUNTERSUNK DECK SCREWS PER
WIND SPEED, V = 175.0 MPH BOARD PER STRINGER
- 4x6 HANDRAIL POST CONNECTED TO OUTSIDE OF EXTERNAL STRINGER WITH (2) 'r 0 BOLT
EXPOSURE CAT. = C ASSEMBLY KITS PER POST
RISK CATEGORY = 2 - 2x8 TOP RAIL CONNECTED TO 4x6 HANDRAIL POST WITH #10 SS DECK COUNTERSUNK SCREWS
,.
WIND DIRECTIONALITY FACTOR = Kd = 0.85 PER RAIL PER POST
TOPOGRAPHIC FACTOR = KZt = 1.O - 2x6 SIDE RAIL CONNECTED TO 4x6 HANDRAIL POSTS WITH (1) } COUNTERSUNK BOLT ASSEMBLY
KIT
GUST EFFECT FACTOR = G = 0.85 PER SIDE RAIL PER HANDRAIL POST
- 2x8 CROSS -BRACE CONNECTED PILE 0 BOLT ASSEMBLY KIT PER BRACE PER PILE
RACINGG ONN OPPOSITE SIDES OF PILE
INTERNAL PRESSURE COEFFICIENT = GCPI = 0.55 -ALTERNATE DIRECTIONS OF CROSS -BRACING
PRESSURE CALCULATION IS BASED ON ASCE 7-16
PROPOSED 2x8 TOP RAIL
PROPOSED 4x6 HANDRAIL
POST @ 5' OC (TYP)
PROPOSED 2x6 SIDE RAIL
(TYP) W/ 3" SPACING
BETWEEN RAILS
PROPOSED 12:1 ADA SLOPE
PROPOSED 2xl0
STRINGER @ 20" OC (MAX)
(TYP)
2x10 CROSS -TIE
PROPOSED 10"0 MARINE PILE
PROPOSED PEDESTRIAN BRIDGE - HANDRAIL DETAILS PROPOSED PEDESTRIAN BRIDGE - RAMP DETAILS
PROFILE VIEW PROFILE VIEW
SCALE 1" = 4' SCALE 1" = 6'
ALUMINUM STAIR
RAILING DETAIL '7 4 Af
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EZ HAND RAIL - GRAB RAIL SPEC SHEET
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