20220190 Ver 1_More Information Received_20220524

Strickland, Bev
From: John R. Davis, Jr. <[e-mail]>
Sent: Tuesday, May 24, 2022 7:28 PM
To: Barnes, Kyle W CIV USARMY CESAW (USA); Cohn, Colleen M
Subject: [External] Fwd: Waters Edge- rev plans
Attachments: WatersEdge Boathouse Excerpts 052422.pdf
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Kyle and Colleen, Please see the attached revised plans for 6032 Water Edge Drive. We have reduced the size to
confirm with permit requirements. Thanks John
John R. Davis, Jr. LSS
Soil Horizons
919-818-5087
www.soilhorizons.net
PO Box 1063
Youngsville, NC 27596
Fax [phone]
http://sites.google.com/site/soilhorizonsinc/
Like us on Facebook! Soil Horizons
Forwarded message
From: David Revoir <[e-mail]>
Date: Tue, May 24, 2022 at 1:57 PM
Subject: Waters Edge- rev plans
To: John R. Davis, Jr. <[e-mail]>
John- Attached are the revised plans as discussed.
David C. Revoir, PE
Appian Consulting Engineers, PA
1

154 Roundabout Court/ PO Box 7966
Rocky Mount, NC 27804
www.appianengineers.com
252.972.7703
Appian Consulting Engineers, PA, is a dynamic consulting firm of engineers and designers providing Civil, Structural, and Municipal Engineering to
local, regional, and national clients.
This electronic communication and its attachments are forwarded to you for convenience. If this electronic transmittal contains design information or recommendations and not
just general correspondence, Appian Consulting Engineers, PA., will submit a follow-up hard copy via mail or delivery for your records, and this hard copy will serve as a final record.
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2

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P.O. Box 7966
Rocky Mount, N.C. 27804
Phone: [phone]
www.appionengineers.com
[e-mail]
Final Drawings
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NOTES:
1. MINIMUM FLOOR JOIST SIZE = 2x6 ag 16" O.C. LARGER
JOISTS MAY BE USED AT CONTRACTORS OPTION.
2. NAIL SECURELY LAPPED FLOOR JOISTS.
LEGEND
. INDICATES 6x6 PT PILE
SOLID THRU TO ROOF
® INDICATES 6x6 PT PILE
STOPS BELOW FLOOR DECKING
1 6 DENOTES MAXIMUM PILE AXIAL DESIGN LOAD
(D L) IN KIPS (1,000# = 1K)
C4 DENOTES BOLTING 1
CONNECTION DETAIL.
INDICATES X-BRACING BAY
JH SIMPSON GALVANIZED JOIST HANGER
DG DROP GIRDER - TYPICAL
D.F.J. DOUBLE FLOOR JOIST
CONNECTIONS TO BE 5/8" DIA. GALV. AB (C4)
UNLESS SHOWN OTHERWISE.
ALL BOLTS TO BE 518" DIA. HDG UNLESS
A SHOWN OTHERWISE
MAXIMUM BOAT WEIGHT = 4,000 LBS.
OR BOAT LIFT CAPACITY,
A WHICHEVER IS LESS.
IT IS RECOMMENDED CONTRACTOR
POST LIMIT AT BOAT HOUSE.
DUE TO THE CORROSIVE NATURE OF THE PRESENT
PRESERVATIVE TREATMENT, STAINLESS STEEL
FASTENERS AND PLATE CONNECTORS ARE STRONGLY
RECOMMENDED OVER HOT DIP GALVANIZED. CURRENT
PRESERVATIVE TREATMENT (ASQ OR CA) IS 2 TO 3 TIMES
AS CORROSIVE AS THE FORMER CCA TREATMENT
FORMULATION (USED PRIOR TO 2003).
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
RECORD DRAWINGS:
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
By: Date:
CONSTRUCTION SAFETY
These drawings do not contain the requirements for
job safety. All provisions for safety shall be the sole
responsibility of the contractor.
EXISTING CONDITIONS:
The contractor shall be responsible for reviewing all
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AND LEGAL DISCLAIMER
This document is not represented to comply with all
requirements contained in the ADA or other laws.
Engineers are not licensed to interpret laws or give
advice concerning laws, the owner should have this
document reviewed by his attorney to determine
legal compliance.
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
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BLN = C0562
154 Roundabout Ct.
P.O. Box 7966
Rocky Mount, N.C. 27804 E
Phone: [phone] N
www.appionengineers.com
[e-mail]
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Review Purposes ONLY
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UNLESS APPROVED BY ENGINEER,
DO NOT ENCLOSE BOAT HOUSE.
FRAMING NOT DESIGNED TO RESIST WIND LOADS IMPOSED BY
WALLED ENCLOSURE OTHER THAN AS SHOWN. ADDITIONAL
BRACING & PILE UPLIFT CAPACITY WILL BE NEEDED. NOTIFY
ENGINEER IF WALLS ARE DESIRED FOR DIRECTIONS.
CONSTRUCTION SAFETY
These drawings do not contain the requirements for
job safety. All provisions for safety shall be the sole
responsibility of the contractor.
EXISTING CONDITIONS:
The contractor shall be responsible for reviewing all
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AND LEGAL DISCLAIMER
This document is not represented to comply with all
requirements contained in the ADA or other laws.
Engineers are not licensed to interpret laws or give
advice concerning laws, the owner should have this
document reviewed by his attorney to determine
legal compliance.
1'-0"
O.H.
2x6 PT DECKING
PT 2x6 FLOOR JOISTS
@ 16" O.C. - TYPICAL
BAND (SEE _
FRAMING PLAN)
1
&C9 I 1
4'-1 112" DECKING (nts)
FLOOR JOIST UPLIFT TIE-
(1) PER BAY TYPICAL
SEE DETAIL C10
2x6 BRACING
® (SEE FRAMING PLAN FOR
BAYS TO BE BRACED)
(SEE FDN. NOTE 7 - TYP.)
3'-3 112" (n.t.s.
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
RECORD DRAWINGS:
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
By:
Date:
RIDGE VENT
2x8 RIDGE
12
5
2x4 COLLAR TIE
@ 48" O.C.
7116" PLYWOOD CEILING
* PROVIDE ATTIC ACCESS
& TYPE AT LOCATION
APPROVED BY OWNER
CONNECTION
i3 (SEE FRAMING PLAN)
2x8 RAFTERS
@ 16" O.C.-
2x6 CEILING JOISTS
@ 16" D.C.
BOAT WEIGHT IS NOT TO
AEXCEED LIFT CAPACITY OR
4,000#, WHICHEVER IS LESS
CAUTION OWNER:
�j DO NOT RIDE BOAT LIFT DURING
!� RAISING OR LOWERING OF BOAT
12'-0" CLEAR
DOUBLE PT GIRDER
(SEE FRAMING PLAN FOR SIZE)
MEAN WATER LEVEE
6x6 PILE TYPICAL
ADD 6x6 BLOCK WHEN
DIRECTED BY ENGINEER
'IB UNDER WATER LOWER BRACING ATTACHMENT:
USE BOLTS WHEN WATER IS DOWN OTHERWISE, ATTACH BY
HAMMER USING (6) 16d RING SHANK NAILS. A
12'-8 112"
16'-0" (nts
SEE GENERAL NOTES FOR
MINIMUM PILE BURY AND
REQ'D LOAD RATING.
NOTE:
FRAMING SYSTEM DESIGNED
FOR 3 FPS WATER VELOCITY
FIBERGLASS
SHINGLES OVER
15# FELT
HURRICANE CLIPS
(32" D.C. J 24" D.C. IF
—TRUSSES USED)
GALVANIZED DRIP
FLASHING
314" FASCIA BOARD
SOFFIT VENT
1/2" SHEATHING (32/16
RATED)(NAIL WITH 8d
@ 6" O.C. EDGES AND
12" O.C. INTERIOR
O 100 YR. BFE
10"
DECKING
BAND (SEE
FRAMING PLAN)
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TRANSVERSE SECTION of BOAT HOUSE
NOT TO SCALE
® MAXIMUM BOAT WEIGHT = 4,000 LBS.
OR BOAT LIFT CAPACITY,
WHICHEVER IS LESS -
IT IS RECOMMENDED CONTRACTOR
POST LIMIT AT BOAT HOUSE.
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
BLN = C0562
154 Roundabout Ct.
P.O. Box 7966
Rocky Mount, N.C. 27804 0
Phone: [phone] N
www.appionengineers.com
[e-mail]
Final Drawings
Review Purposes ONLY
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