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Reynolds
N � OBSERVATION PLATFORM James C. Re Y
.4 Fla. Lic. No. 46685
for
O Petravice Preserve
N 24478 Overseas Highway
-' Summedand Key, Florida 33042
Jim@Reynoldsengineeringservices
ph:305-394-5987
5445 Palmetto Avenue, Fort Pierce, FL
4X4 POST, NOTCH POSTS 1.5" FOR 2X4
NOTE: HANDRAIL AND GUARDRAIL TO NAILER TO RECESS IN AND FASTEN W/(3) 10D
BE CONSTRUCTED TO WITHSTAND A RING SHANK NAILS
CONCENTRATED LOAD OF 200LBS. 6-0" MAX POST SPACING
APPLIED AT ANY POINT IN ANY 2X6 HANDRAIL
DIRECTION
ALL HARDWARE WITHIN PEDESTRIAN
TRAFFIC AREA SHALL BE n' —
COUNTERSUNK.
io
2X6 PT LUMBER
FASTEN POST TO BEAM W/(2) 5/8"
CARRIAGE BOLTS
RAILING DETAIL
A SCALE: N.T.S.
CONNECT STRINGER TO C
BEAM W/ SIMPSON HL35
REJECT PASSAGE OF 4" SPHERE
SEE FRAMING PLAN FOR
BEAMS,JOISTS, AND DECK
BOARD TYP.
'sIMPSON ABU44Z POST BASE
kNCHOR FOR 4X4 POSTS TO
;ONC. CONNECTION.
2' WIDE x 6' LONG x 1'
DEEP GRADE BEAM. 4,000 PSI
CONC. WITH (4) #5 BARS
AND #3 TIES 0 12" O.C.
OGRADE BEAM DETAIL
B SCALE: N.T.S.
vay
S• C}
33042 S
services ��� /or ��y� ypolds', PE
GENERAL NOTES
1. Contractor shall obtain all applicable permits prior to commencing work. The requirements of the Florida Department of Environmental Protection (FDEP), the Army Corps of
Engineers (ACOE), & local regulations shall govern all work.
2. Work shown on drawings is designed in accordance with the Florida Building Code (latest edition). Contractor shall follow all applicable provisions for all phases of
construction.
3. Construction methods, procedures, and sequences are the responsibility of the Contractor. The Contractor shall take the necessary means to maintain the structural
integrity and serviceability of the construction at all times.
4. The Contractor is responsible for adhering to the permit conditions and shall notify the Engineer regarding any design changes needed to comply with the permits.
5. Structural members as shown in the working drawings have been designed to carry the code required service loads only. The structural design of this project has not
considered loads imposed during construction. Construction loads may exceed the service design loads. The Contractor shall be responsible for engaging the necessary
construction engineering and design in determining and employing the methods necessary to support all loads during construction.
6. Wherever conflicts, discrepancies, or ambiguities exist in the construction drawings, they shall be brought to the attention of the Engineer for correction and clarification.
7. Contractor shall adhere to the standard manatee construction conditions (latest edition). If needed, the contractor can contact the Army Corps of Engineers or the engineer
to obtain a copy of the standard manatee construction conditions.
8. Best management practices, including the use of turbidity barriers, are required to isolate the construction area from the adjacent waters. Contractor shall install turbidity
barriers around the immediate project area prior to construction. The turbidity barriers shall remain in place until water quality conditions return to pre -construction
conditions. Water quality monitoring shall adhere to state regulations.
9. Contractor shall field verify dimensions & water depths prior to construction. Any discrepancies on the drawings shall be brought to the attention of the engineer before
commencing work.
10. Contractor shall coordinate installation of cleats, ladders, pile caps, and other dock accessories with owner prior to construction. All dock accessories shall be installed per
manufacturer's specifications. Stainless steel hardware shall be used for all connections to dock.
11. The Contractor shall provide for the safety to all persons employed for the work, persons visiting the work, and the general public.
12. Omissions from the drawings or notes, or misdescribed details of the work, which is necessary to carry out the intent of the drawings and specifications, or which are
customarily performed, shall not relieve the contractor from such omitted or misdescribed work.
13. Contractor to avoid and minimize construction footprint and staging areas in any environmentally sensitive areas. Staging areas to be approved by owner prior to
mobilization and/or construction.
14. Contractor shall not damage native vegetation or trees unless specifically identified in permit or by county to be impacted or removed.
15. Contractor to adhere to all applicable environmental permit conditions and St. Lucie County codes and ordinances.
SPECIFICATIONS
1.0 PILES
(Timber Piles)
1.1 Piles shall be 10" diameter southern pine of Douglas fir and shall conform to ASTM D 25, unused, clean peeled, uniformly tapered, one piece from butt to tip.
1.2 Piles shall be pressure treated in accordance with AWPA C3 and C1 a for marine piles.
1.3 Marine timber piles shall be treated with CCA 2.5 (preservative assay retention requirements).
1.4 Treat field cuts, holes, and other pile penetrations with field -applied wood preservative, in accordance with AWPA M4.
1.5 Piles shall be jetted set a minimum 10' into sand subgrade.
1.6 Contractor is responsible for measuring individual piles to determine appropriate cap sizes.
1.7 Contractor shall provide piles of the type indicated and of the length and configuration necessary to extend into caprock to the depth as shown in the plans and as directed
by the engineer.
1.8 Spacing of piles shall be a maximum of 10', unless otherwise shown.
1.9 Piles shall not deviate from plumb and angle of batter no more than 1/4" per foot of pile length, but not more than 6" overall. Piles shall not deviate from location of pile top
by more than 6 inches.
1.10 When timber piles are cut off, treat cut surfaces in accordance with AWPA M4. Remove cutoff sections of piles from the site and legally dispose.
1.11 To minimize disruption to the canal adjacent waters, best management practices shall be used, including the use of turbidity barriers
around the immediate project area prior to commencement of construction.
2.0 FRAMING & DECKING
2.1 All bents and stringers shall be 2x10 pressure treated southern pine no. 2, or better with ACQ preservative treatment of 0.4 pcf(min)
2.2 Walkway decking shall be thruflow decking or 2x6 pressure treated no. 1 southern pine, or better with ACQ preservative treatment of 0.4 pcf(min)
2.3 Composite decking, such as evergrain, may be used but will necessitate the installation of additional stringers.
2.4 Wood deck boards shall have a 1/4" minimum spacing. or if required 1/2" spacing per ACOE requirements.
2.5 Fiberlass deck grating shall be by Fibergrate, Southern Pine Lumber Company, Sea Safe, or approved equal to meet ACOE requirements.
2.6 Lay the planks with the best side up and with adjacent edges in contact unless other spacing is specified.
3.0 FASTENERS
3.1 All fasterners shall be 316 or 304 stainless steel.
less steel thru-bolts with washers and lock nut. Holes drilled into the aluminum piles shall be no more than
3.2 Attach bents to aluminum pin pile with two 1/2" diameter stain
1/16" greater than the diameter of the bolt.
3.3 Attach stringers to bents with Simpson stainless steel H2.5A connector, or LST12 twist strap.
3.4 Attach decking to each stringer with two #10 3" stainless steel deck screws or or two 16d ring shank stainless steel nails at each connection point.
�11i!!t
4.0 DESIGN CRITERIA
4.1 7th Edition of the Florida Building Code (2020) Florida Accessibility Code (2020), ASCE 7-16
4.2 Floor Loads: 40 psf
4.3 Windspeed: Ultimate: 160 mph, Nominal: 124 mph
4.4 Exposure Category: D
Date:
4.27.2021 OBSERVATION PLATFORM
for +e7+""&
Page: Petravice Preserve �� e
S-7 5445 Palmetto Avenue, Fort Pierce, FL Swvics, Inc.
!I/
,Q` • �-t C E A�,S ,� • gyp'
James C. Reynbids ---
r
Fla. Lie. No. 4666/68R i
24478 Overse Flighway �i SiS`� • ' ' ' ' ' `J�3��w
Summedandljey Florida33042 rVAL
Jim@Reynoldsengineeringservices r r t ��
ph:305-3945987 James �. he'ynolds, PE
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