HomeMy WebLinkAboutSite and Architectural PlansWilmington, North Carolina
Wilmington Swim Academy
Proposed
"Swim Spa" Training Facility for
Occupancy Group Use: "B" Business
VICINITY MAP
NTS
LOCATION MAP
NTS
CONTRACT DOCUMENTS: SUBMITTAL Release 1/23/2026 REVISION 0
( Issued for Code Enforcement Review and Approval / "Issued for Construction" )
102 Marshall Court
*
R
E
G
ISTERED A R C H I T E C TURAL C
O
R
P
O
R
A
T
ION
NORTH CA R O L I N A
DE S I G N E L E MENT, I
N
C
.
B E A C H, NC
W
R
I
G
H
T
SVILLE
Michael L. Saieed, Jr., AIA, LEED-AP
Architect
Elements
Design TD DAVID TERKELTOUB AND ASSOCIATES
CONSULTING ENGINEERS
TOPSAIL ENGINEERING INC
(NC License: C-2546)
Post Office Box 367
Hampstead, NC 28443
(Tel) 910.270.3747
Email: office@topsailengineering.com
TRIPP ENGINEERING, P.C.
419 CHESTNUT STREET
WILMINGTON, NC 28401
910.763.5100 PH.
NC LICENSE No. C-1427
*
313 COLONIAL DR.
WILMINGTON, NC 28403
910-763-6688 (O)
910-231-1806 (C)
WWW. 8+LINCOR3ORAT(D.COM
NC 8NLIMIT(D LIC. NO. 62082
TOTAL GROSS SQUARE FOOT AREA ( FOOTAGE / CONDITIONED (OR) NON-CONDITIONED SPACES AS DEFINED NCBC-2018
SECTION 1002 ): ESTIMATED (DENOTED sqft ), ARE FOR CODE SUMMARY REVIEWS ONLY; NOT FOR GENERAL CONTRACTOR'S
REFERENCE USE OF ACTUAL AREA "TO BUILD" CONSTRUCTION QUANTITIES
G101
Building Structure (Estimated) Gross Total Area
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X Yes
Yes
Yes
Yes
X Yes
X
X
No
No
No
No
No
2
2, 3, 4, 5, 6
1 1
Zip Code
E-MAIL
X
X
County
County
LICENSE #TELEPHONE #
State
State
Phone #( 910 )
102 MARSHALL COURT, WILMINGTON, NC
WILMINGTON SWIM ACADEMY - Swim Spa FacilityName of Project:
Address:
City
City
Michael Saieed (aka Mitchell) RA, AIA, AIBD, LEED-AP
NAMEFIRM
Owned By:
DESIGNER
Code Enforcement Jurisdiction:
LEAD DESIGN PROFESSIONAL:
Owner/Authorized Agent:
Historic Property
V-B
V-A
NFPA 13D
IV
III-B
Yes
III-A
Types:
Yes
WetIIIII
N/A
No
NFPA 13R
Dry
Alteration Level IPrescriptive2018 NC EXISTING BUILDING CODE:
II-B
II-A
I-B
I-A
Mixed construction:
Class
No
N/A
Yes
YesN/A No
BASIC BUILDING DATA
Construction Type:
Standpipes:
Primary Fire District:
Sprinklers:X
CONSTRUCTED:(date)CURRENT OCCUPANCY(S) (Ch. 3):
Flood Hazard Area:
No
I
Shell/Core - Contact the local inspection jurisdiction for possible additional precedures
SUB-TOTALNEW (SQ FT)
5
A-5
F-2 Low
H-5 HPM
4
H-4 Health
A-4
3
H-3 Combust
A-3
F-1 Moderate
EXISTING (SQ FT)
Gross Building Area Table:
FLOOR
H-2 Deflagrate
1
I-3
A-1
2
A-2
H-1 Detonate
I-1
Educational
I-2
Total ( Fire Barrier Area )
ALLOWABLE AREA:
Business
Hazardous
Institutional
Primary Occupancy Classification(s):
Assembly
I-3 Condition
Factory
Repair GarageParking Garage (Open)
High Piled
Hr.Exception:
_ 1_ 1++Actual Area of Occupancy CActual Area of Occupancy C
Allowable Area of Occupancy CAllowable Area of Occupancy C
S-1 Moderate
SeparationNoYes
Storage
Accessory Occupancy Classification(s):
Mixed Occupancy:
Separated Use
Utility and Miscellaneous
++Actual Area of Occupancy A
Allowable Area of Occupancy A
Actual Area of Occupancy A
Allowable Area of Occupancy A
Non-Separated Use (508.3)
Separated Use (508.4) - See below for area calculations for each story, the area of the occupancy shall be such that the
Allowable Area of Occupancy B
Actual Area of Occupancy B
Allowable Area of Occupancy B
Actual Area of Occupancy B
S-2 Low
1,5
4
3 Maximum Building Area = total number of stories in the building x D (maximum 3 stories) (506.2)
1 Frontage area increases from Section 506.2 are computed thus:
2 Unlimited area applicable under conditions of Section 507.
ALLOWABLE HEIGHT:
Mercantile Residential R-1 R-2 R-3 R-4
Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, ICC, etc., describe below)
LIFE SAFETY SYSTEM REQUIREMENTS:
Smoke Detection Systems:
Panic Hardware:
Emergency Lighting:
Exit Signs:
Fire Alarm:
FIRE PROTECTION REQUIREMENTS:
28405
=+ .........._ 1.00+
X
GRD FLOOR LEVEL
X
X
MEZZANINE
-
X
Designer of Record:
Wilmington
-RENOVATED: (date)PROPOSED OCCUPANCY(S) (Ch. 3):
-
(check all that apply)
Fire and/or smoke rated wall locations (Chapter 7)
Assumed and real property line locations (if not on the site plan)
Exterior wall opening area with respect to distance to assumed property lines (705.8)
Occupancy Use for each area as it relates to occupant load calculation (Table 1004.1.2)
Occupant loads for each area
Exit access travel distances (1017)
Common path of travel distances (Tables 1006.2.1 & 1006.3.2(1))
Dead end lengths (1020.4)
Clear exit widths for each exit door
Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3)
Actual occupant load for each exit door
A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for
purposes of occupancy separation
Location of doors with panic hardware (1010.1.10)
Location of doors with delayed egress locks and the amount of delay (1010.1.9.7)
Location of doors with electromagnetic egress locks (1010.1.9.9)
Location of doors equipped with hold-open devices
Location of emergency escape windows (1030)
The square footage of each fire area
The square footage of each smoke compartment for Occupancy Classification I-2 (407.5)
Note any code exceptions or table notes that may have been utilized regarding the items above
LIFE SAFETY SYSTEM REQUIREMENTS:
Life Safety Plan Sheet #:
1 See Table 1004.1.2 to determine whether net or gross area is applicable.
2 Minimum stairway width (Section 1011.2); min. corridor width (Section 1020.2);
5 The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the
4 See Section 1005.6 for converging exits.
min. door width (Section 1010.1.1)
3 Minimum width of exit passageway (Section 1024.2)
total required width (Section 1005.5)
6 Assembly occupancies (Section 1029)
See definition "Floor Area, Gross" and "Floor Area, Net" (Section 202)
3 Common Path of Travel (Section 1006.2.1)
2 Single exits (Table 1006.3.2), Spaces with one means of egress (Table 1006.2.1)
1 Corridor dead ends (Section 1020.4)
sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1.
a. Perimeter which fronts a public way or open space having 20 feet minimum width = (F)
d. W = Minimum width of public way = (W)
PLUMBING FIXTURE REQUIREMENTS:
(TABLE 2902.1)
( N/A - Not Applicable to the project means )
Structural frame,
including columns,
girders, trusses
Bearing Walls
BUILDING ELEMENT
Interior
Roof construction including
supporting beams and joists
Shaft Enclosures - Other
Shaft Enclosures - Exit
Floor construction including
supporting beams and joists
Interior Walls and partitions
Non-bearing walls
and partitions
Exterior
*Indicate section number permitting reduction
Smoke Barrier Separation
Party/Fire Barrier Separation
Occupancy/Fire Barrier Separation
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM OR
SPACE
DESIGNATION
Tenant/Dwelling Unit
Incidental Use Separation
Corridor Separation
Exterior
EXIT WIDTH
USE GROUP
OR SPACE
DESCRIPTION
SPECIAL APPROVALS
Building Height in Stories (Table 504.4)
Building Height in Feet (Table 504.3)
ALLOWABLE CODE REFERENCESHOWN ON PLANS
4 The maximum area of open parking garages must comply with 406.5.4. The maximum area of air traffic
control towers must comply with 412.3.1.
DESCRIPTION
AND USE
Percent of frontage increase I = 100 [ F/P - 0.25 ] x W/30
STORY (A)
BLDG AREA
PER STORY
(ACTUAL)
(B)
TABLE 506.2
AREA
(E)
ALLOWABLE
AREA PER STORY
OR UNLIMITED
(C)
AREA FOR
FRONTAGE
INCREASE
STAIR
REQUIRED WIDTH
(SECTION 1005.3)
(c x d)
STAIR
AREA
PER
OCCUPANT
(TABLE
1004.1.2)LEVEL
CALCULATED
OCCUPANT
LOAD
AREA
SQ. FT.
(a)(b)
EGRESS WIDTH
PER OCCUPANT
(1005.3)
(d)
LEVELLEVELSTAIR
ACTUAL WIDTH
SHOWN
ON PLANS
EXIT WIDTH (in)
ACTUAL TRAVEL
DISTANCE SHOWN
ON PLANS
MINIMUM
NUMBER OF EXITS
SHOWN ON
PLANS
REQ'D ALLOWABLE
TRAVEL DISTANCE
(TABLE 1017.2)
TRAVEL DISTANCE
REQUIRED
DISTANCE
BETWEEN EXIT
DOORS
ACTUAL
DISTANCE
SHOWN ON
PLANS
ARRANGEMENT MEANS OF
EGRESS (SECTION 1007.1.)
West
South
East
North
DESIGN #
FOR RATED
ASSEMBLY
East
West
South
North
FIRE
SEPARATION
DISTANCE
(FEET)
PROVIDED
(W/ _________*
REDUCTION)
REQ'D
RATING DETAIL #
AND
SHEET #
DESIGN #
FOR RATED
PENETRATION
DESIGN #
FOR
RATED
JOINTS
c. Ratio (F/P) = (F/P)
b. Total Building Perimeter = (P)
ACCESSIBLE DWELLING UNITS: (SECTION 1107)
.
ACCESSIBLE PARKING: (SECTION 1106)
ACCESSIBLE
UNITS
REQUIRED
ACCESSIBLE
UNITS
PROVIDED
TYPE A
UNITS
REQUIRED
TYPE A
UNITS
PROVIDED
TYPE B
UNITS
REQUIRED
TYPE B
UNITS
PROVIDED
8' ACCESS
AISLE
132" ACCESS
AISLE
TOTAL #
ACCESSIBLE
PROVIDED
VAN SPACES WITHPROVIDEDREQUIRED
TOTAL # OF PARKING SPACESLOT OR PARKING
AREA
# OF ACCESSIBLE SPACES PROVIDED
REGULAR WITH 5'
ACCESS AISLE
TOTAL
ACCESSIBLE UNITS
PROVIDED
TOTAL
UNITS
2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
(EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)
Private
1st Time Interior CompletionAdditionX2018 NC BUILDING CODE:New Building
Phased Construction - Shell/Core- Contact the local inspection jurisdiction for possible
additional precedures and requirements.
and requirements.
Change of UseAlteration Level IIRepair
N/AAlteration Level IIIChapter 14
Partial NFPA 13
NoX
Special Inspections:Yes (Contact the local inspection jurisdiction for additional procedures and requirements.)
OCCUPANCY CATGORY (Table 1604.5):CURRENT:N/A
No
PROPOSED:N/A
I II III IV
I II III IV
1 2I-2 Condition
1 2I-1 Condition
Parking Garage (Enclosed)
Incidental Uses (Table 509):
Special Uses (Chapter 4 - List code Sections):
Special Provisions (Chapter 5 - List code Sections):
No YesX
NO.
2,3
5 Frontage increase is based on the unsprinklered area value in Table 506.2.
1 Provide code reference if the "Shown on Plans" quantity is not based on Table 504.3 or 504.4.
Floor Ceiling Assembly
Columns supporting Floors
Smoke Partition
Sleeping Unit Separation
PERCENTAGE OF WALL OPENING CALCULATIONS
DEGREE OF OPENINGS
PROTECTION
(TABLE 705.8)
ALLOWABLE AREA
(%)
ACTUAL SHOWN ON PLANSFIRE SEPARATION DISTANCE
(FEET) FROM PROPERTY LINES (%)
Partial
Columns supporting Roof
Roof Ceiling Assembly
(a / b)
(c)
(Designer)E-Mail msaieed@designele.com
( 910 )509-3131
Swim Training (B - Business)
X
X
X
X
X
197
247
0.797
30'
N/A
N/A
N/A
N/A
N/A
X
X
X
X
X
X
X
G101
(TABLE 1006.2.1)
Greg Uhl
N/A
Occupancy LoadGrp Type ACCESSIBLE
SHOWERS/
TUBS
DRINKING FOUNTAINS
REGULARMALE
URINALS
MALE
USE WATER CLOSETS
FEMALE FEMALE
LAVATORIES
RE
Q
U
I
R
E
D
15A NCAC 18A
SERVICE
SINK
DESIGN LOADS SUMMARY
(SEE STRUCTURAL DRAWINGS FOR CONTINUATION OF "BUILDING CODE SUMMARY")
(SEE MECHANICAL DRAWINGS FOR CONTINUATION OF "BUILDING CODE SUMMARY")
ENERGY SUMMARY
ELECTRICAL SYSTEM AND EQUIPMENT
(SEE ELECTRICAL/MECHANICAL DRAWINGS FOR CONTINUATION OF "BUILDING CODE SUMMARY")
MECHANICAL SUMMARY
(SEE MECHANICAL DRAWINGS FOR CONTINUATION OF "BUILDING CODE SUMMARY")
ENERGY SUMMARY
ENERGY REQUIREMENTS:
Method of Compliance:
Climate Zone:4A3AN/A
Existing building envelope complies with code:
Exempt Building :
5A
X
X
(Owner/Agent)E-Mail uhlincorporated@gmail.com
SUB-TOTAL
X
PR
O
V
I
D
E
D
(SEE CIVIL DRAWINGS FOR CONTINUATION OF "BUILDING CODE SUMMARY")
3,697 sqft
Michael L Saieed, RA, AIA, AIBD (aka Mitchell, Jr) (Architect of Record)
763-6688
Phone #
X
N/A
X
N/A
N/A
N/A
3,472 sqft
225 sqft
3.472 sqft
225 sqft
3,472 sqft
225 sqft
0 sqft
0 sqft
X
X New Hanover
X
Michael L Saieed, RA, AIA, LEED-AP
Designer of Record MARCH XX, 2025
REF CIVIL DWGS
HB
HB
HB
GFIGFI GFI
HB
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ADDITIONAL CLEARANCE REQUIRED WHEN DOOR HAS
BOTH CLOSER AND LATCH
ADDITIONAL CLEARANCE REQUIRED WHEN DOOR HAS CLOSER
ALTERNATIVE CLEARANCE REQUIRED BASED ON APPROACH
A1
A2
A3
EACH DOOR SUB-CONTRACTOR (ALUMN. STOREFRONT/ WOOD/HM) SHALL BE RESPONSIBLE TO
ADJUST ALL INTERIOR DOORS SO THAT THE DOOR'S REQUIRED OPENING FORCE IS 5 lbs OR LESS.
ANY DOOR WITH A CLOSER SHALL BE ADJUSTED TO SLOW THE CLOSING TIME TO A MINIMUM OF
THREE SECS. BUT NO MORE THAN 4 SECS. FROM A STARTING POINT OF 70° OPEN TO 3" FROM
CLOSING. HARDWARE SHALL BE SELECTED TO ALLOW FOR CLOSING SPEED REQUIREMENTS FOR
ACCESSIBILITY. COORDINATE THESE REQUIREMENTS WITH LOCAL CODE AND PROVIDE THE
STRICTER.
CL
O
S
E
R
70^
FRONT APPROACH HINGE-SIDE APPROACH LATCH-SIDE APPROACH
A1 A2
A2
A3
A3 V2
V1
A1
FRONT APPROACH HINGE-SIDE APPROACH LATCH-SIDE APPROACH
Maneuvering Clearances at Manual Swinging Doors
(3) Sec.
3"
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87
7
3
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87
7
3
N O RTH
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87
7
3
N O RTH
W R I G H TSVILLE
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87
7
3
N O RTH
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87
7
3
N O RTH
W R I G H TSVILLE
MITC
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L
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87
7
3
N O RTH
W R I G H TSVILLE
MITC
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TOTAL GROSS SQUARE FOOT AREA ( FOOTAGE / CONDITION SPACES, AS DEFINED
2018-NCBC SECTION 1002 ): ESTIMATED (DENOTED sqft ), ARE FOR CODE SUMMARY
REVIEW ONLY; NOT FOR GENERAL CONTRACTOR'S REFERENCE USE OF ACTUAL
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L
EE
87
7
3
N O RTH
W R I G H TSVILLE
MITC
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L
EE
87
7
3
N O RTH
W R I G H TSVILLE
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L
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87
7
3
N O RTH
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MITC
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WILMINGTON
SWIM ACADEMY
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87
7
3
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87
7
3
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87
7
3
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87
7
3
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87
7
3
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87
7
3
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87
7
3
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87
7
3
N O RTH
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L
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87
7
3
N O RTH
W R I G H TSVILLE
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L
EE
87
7
3
N O RTH
W R I G H TSVILLE
MITC
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L
EE
87
7
3
N O RTH
W R I G H TSVILLE
MITC
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L
EE
87
7
3
N O RTH
W R I G H TSVILLE
MITC
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L
EE
87
7
3
N O RTH
W R I G H TSVILLE
MITC
H
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L
L
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L
EE
87
7
3
N O RTH
W R I G H TSVILLE
MITC
H
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L
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L
EE
87
7
3
N O RTH
W R I G H TSVILLE
MITC
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A506
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L
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87
7
3
N O RTH
W R I G H TSVILLE
MITC
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3
A507
TYPE 1 TYPE 2 TYPE 3
ELEV A ELEV B ELEV C ELEV D
A600
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NCJR.
L
EE
87
7
3
N O RTH
W R I G H TSVILLE
MITC
H
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L
L
LIC
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H,
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3
LOCATION WIDTH HEIGHT MAT'L.HDW NOTES
001 EXTERIOR FRONT ENTRY TO LOBBY
002
003
004
005
FRAMEDOOR
DR NO.THK.GLAZING TYPE MAT'L. HJS DETAIL
3'-0"8'-0"
006
007
008
009
010
LOBBY TO CLOSET
NVP
-
3/A601
2/A601
SIZE
ELEV
A FULL
SPA EQUIPMENT TO AQUATIC TRAINING AREA
AQUATIC TRAINING AREA TO LOBBY 1/A601
1/A601-
-
-
-
ALUM
1 3/4"
1 3/4"
GIHM
CORRIDOR TO UTILITY
RATED
UL
-
ALUM
GIHM
CHANGING TO FEMALE TOILET
1
-
CHANGING TO MALE TOILET
-STAIR TO MEZZANINE OFFICE -
-
-
-
-
-
-
-
-
-
-
-
HWD 1
HWD 2D
001
002
003
004
005
DR NO.
006
007
008
009
010
3'-0"
3'-6"
3'-0"
1 3/4"
1 3/4"EXTERIOR TO AQUATIC TRAINING AREA
EXTERIOR TO SPA EQUIPMENT ROOM
SPA EQUIPMENT TO SPA STORAGE
2
011 011
012 012
-GIHMGIHM HWD 3C2
7'-0"
7'-0"
7'-0"
-
GIHMGIHM HWD 10
2
3'-0"7'-0"FULL ALUMALUM31 3/4"
1 3/4"3'-0"
-2
7'-0"GIHMGIHM
1 3/4"2'-6"7'-0"
-
HM
1 3/4"3'-0"
-
7'-0"
-
HM
1 3/4"3'-0"
-
7'-0"
-1 3/4"3'-0"
-
7'-0"-
-
HM
HM
HM HM
HM HM
·
·
TEMPERED INSULATED ; TINTED TO
MATCH STOREFRONT; (FULL LITE)
GIHM - GALV INSULATED HOLLOW METAL
SCM - SOLID CORE METAL
SCW - SOLID CORE WOOD
DOOR MATERIAL LEGEND:
SAFETY GLASS, FULL LITE
SAFETY GLASS, NARROW VIEW PANEL
FULL
NVP
GLAZING MATERIAL LEGEND:
ALUM - ALUMINUM STOREFRONT
GHM - GALV HOLLOW METAL
DOOR HARDWARE LEGEND
FHM - FILLED HOLLOW METAL
HM - HOLLOW METAL
SS - STAINLESS STEEL (316-L)MDF - MEDIUM DENSITY FIBERBOARD
FRC - FIBERGLASS COMPOSITE OSB CORE
CLAD - ALUMINUM CLAD
SCG - SOLID CORE GYPSUM
TEMP
TEMPERED SINGLE PANE (HALF LITE)HALF
WD - WOOD
PLAS - POLYVINYL REINF HOLLOW CORE
ABS - ABS HI-IMPACT THERMOPLASTIC
IHM - INSULATED HOLLOW METAL
1 3/4"3'-0"7'-0"HM HM
1 3/4"2'-10"6'-8"HM HMMEZZANINE TO MECH PLATFORM
·
·
·
·
HWD 4
HWD 5
HWD 6
HWD 4
HWD 7
HWD 8
HWD 9
HWD 6
·
·
·
·
·
·
1
1
1
1
1
1
C
C
A
C
C
C
C
C
C
1/A601
1/A601
1/A601
1/A601
1/A601
2/A601
3/A601
-
--
-
60 MIN
--
·
·
A601
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L
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87
7
3
N O RTH
W R I G H TSVILLE
MITC
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L
L
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A602
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87
7
3
N O RTH
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MITC
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3
A700
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3
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ABBREVIATIONS
’
”
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’
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GFIGFI GFI
HB
A800
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3
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KRETDIV
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ORACHTRON
'''
'
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TLE ''.........''''''''''''''''''''''''''''''
..............
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......................................
.
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...............
16872
SEAL
CONSULTING ENGINEERS
DAVID TERKELTOUB AND ASSOCIATES, P.C.
PHONE: (910) 794-3070 FAX: (910) 794-3090
902 PINE DROVE DRIVE
WILMINGTON, NC 28409
DT
DT PROJECT NO. 25015
THIS DRAWING IS THE PROPERTY OF DAVID TERKELTOUB AND ASSOCIATES
CONSULTING ENGINEERS AND IS NOT TO BE COPIED OR REPRODUCED IN
WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ENGINEER. C 2016
FIRM LICENSE NO.: C-2874
S5.0
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'''
'
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TLE ''.........''''''''''''''''''''''''''''''
..............
.
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......................................
.
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...............
16872
SEAL
CONSULTING ENGINEERS
DAVID TERKELTOUB AND ASSOCIATES, P.C.
PHONE: (910) 794-3070 FAX: (910) 794-3090
902 PINE DROVE DRIVE
WILMINGTON, NC 28409
DT
DT PROJECT NO. 25015
THIS DRAWING IS THE PROPERTY OF DAVID TERKELTOUB AND ASSOCIATES
CONSULTING ENGINEERS AND IS NOT TO BE COPIED OR REPRODUCED IN
WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ENGINEER. C 2016
FIRM LICENSE NO.: C-2874