Nail Salon - Marlin Design Build

ARC HITE CTURAL
A0.1 C over She et, Location / Key Plan, Drawing Index
A1.0 C ode Summary - Appendix "B"
A1.1 Life Safety Plan, Restroom & Door Clearances
A2.0 First Floor Plan, Schedules, Wall Types, Interior
Elevations
A2.1 C eiling Plan
EXISTING BUILDING SITE - Wake County Gis Pin #1739089570
- no alteration on exterior of building or site
EXISTING BUILDING - allowable area calculations on
sheet A1.0 are based upon this area.
PROPOSED TENANT SPACE - (shown cross hatched)
Suite 114 - Proposed tenant space for new Nail Salon
1
A0.1
o
lls
Fa
ad
Ro
Existing
Parking
Location/Key Plan
Scale : N.T.S.
W
ie
ef
ak
ld
C
s
ro
sin
g
.
Dr
OWNER/TENANT: Nail Salon
C O NTRA C TOR: Marlin Design + Build
ARC HITE CT: John L. Harvey Architecture + Design, Inc.
Hillsborough, N C 27278
MEP E N GINE ERIN G: Maple Engineering, Raleigh, N C
27605
A r c h it e c t u r e + D e si g n , In c .
w w w . h a r v e y a r c hit e c t ur e . c o m
3/1 7/2 0 1 4
N a il S a l o n
North
w
Ne
se
eu
fN
j o h n l. h a r v e y
2 1 2 8 O l d F o r e s t D riv e
H ills b o r o u g h , N C 2 7 2 7 8
o ffi c e : (9 1 9) 8 8 3 - 1 9 6 6
c e ll:
( 9 1 9) 3 2 3 - 1 4 7 3
e m a il:
i nf o @ h a rv e y a r c h it e c t u r e . c o m
P e r m it S e t
N e w U pfit - W a k e fi e l d C r o s sin g S uit e 1 1 4
1 3 6 0 0 N e w F a lls of N e u s e R d
R a l e i g h , N orth C a rolin a 2 7 6 1 4
DRAWIN G INDEX
N e w U p-f i t f o r S u i t e 1 1 4
© JLH Architecture + Design, Inc. expressly reserves its common law copyright & other property rights in these plans. These plans are not to be reduced, changed or copied in any form or matter whatsoever, nor are they to be assigned to any third party without first obtaining the expressed written permission & consent of JLH Architecture + Design, Inc.
N a il S a l o n
R e v isi o n s
No. / Description / Date
T hi s s h e e t is f o r m a tt e d fo r a
2 4" x 3 6" p ri n t . If t hi s p ri n t
d o e s n o t m e a s ur e t h a t r e f e r t o t h e g r a p hi c s c a l e .
S h e e t Titl e :
C o v e r S h e e t, K e y
Pl a n , D r a win g
In d e x
D at e: M arc h 1 7, 2 0 1 4
Proje c t:
13017
S h e e t N u m b e r:
A 0.1
OC CU P AN CY
NO .
( B)
B LDG AR EA
PER S TOR Y
( C)
% O PEN
(D )
%
S PA CE
SPRIN K LER
IN CR EAS E
IN CR EAS E
TAB LE
503 5
AREA
( AC TU AL )
1
OR
U NLIM ITED
(EXCEPT 1 AND 2- FAMILY DWELLINGS AND TOWNHOUSES)
(Reproduce the following data on the building plans sheet 1 or 2.)
THIS SECTION FOR ADDITIONS, NEW AND CHANGE OF USE
(E )
A LLOW AB LE
FLO OR A REA
2
RA TIO O F
AC TU AL
/A LLO WA BLE
( F)
M AX IM U M
BU ILD IN G
4
SEP A RA TION
RA TIN G
REQ UIR ED
ARE A
3
-
B
14,486
23,000
-
300%
69,000
.21
69,000
N/A
-
B
1,267
23,000
-
300%
69,000
.02
69,000
N/A
Allowable openings per Table 704.8 No Limit
Fire separation distance is greater than 30’
WALL LEGENDS
THIS SECTION REQUI RE D FOR ALL PROJE CTS
CH ECK IF THE FOLL OWING ARE PRESENT AND IND ICATE BY A WALL LEGEND ON ALL PLAN S
Name of Project: __Nail Salon
____________________________________________________
Address: Wakefield Crossing, 13600 Falls of Neuse Rd, Raleigh, North Carolina Suite #:___114
____
Owner or Authorized Agent: __ Britt Spivey
Phone:
(919)796 - 6405
Email: __ [email protected] ____________________ Fax: ______________________________
Owned By:
State Code Enforcement Jurisdiction:
City/County Name of Jurisdiction:
Privately
City/County
City
County
Fire Partitions 708
Smoke Barriers 709
1
City of Raleigh
2
PROJECT SUMMARY: The space is currently unfinished and has never had a tenant occupy the
space. The new tenant would be up-fitting the space to accommodate a new nail salon space. All
interior finishes will be new.
3
Building Description: Existing 1 story shell space, steel studs framed exterior CMU walls and slab on
grade – no change in building shell or structure
Fire Walls 705
Fire Barriers 706
Shaft Enclosure 707
Type of Construction
INCREASE FOR SPRIN KLERS
SHOWN ON PLANS
Type _IIB
Buildin g Height in Feet
Buildin g Height in Stories
FIRM
Architectural JLH Architectu re + Desig n, Inc. John Harvey
Civil
__N/A______________
____________
Electrical
Maple Engineering, PLLC
Zack T omlin
Fire Alarm
__N/A______________
____________
Plumbing
Maple Engineering, PLLC
Zack T omlin
Mechanical
Maple Engineering, PLLC
Zack T omlin
Sprinkler-Standpipe N/A_____________
____________
Structural
__N/A______________
____________
Retaining Walls >5' High __N/A_______
____________
Other
__N/A______________
____________
Building Code:
#
TELEPHONE #
E- MAIL
9918 (919) 883-1966 [email protected]
____________ (____)_______ ______________
037509 (919) 341-4247 [email protected]
____________ (____)_______ ______________
037509 (919) 341-4247 [email protected]
037509 (919) 341-4247 [email protected]
____________ (____)_______ ______________
____________ (____)_______ ______________
____________ (____)_______ ______________
____________ (____)_______ ______________
Type _IIB_
2009 North Carolina State Building Code (NCSBC)
2006 North Carolina State Building Code (NCSBC)
2009 NC Rehab
2006 NC Rehab
2009 Chapter 34 (Attach Summary)
2006 Chapter 34 (Attach Summary)
H + 20 ft = _75_ ft
H = 20 ft
Table 503
S = _3__ _
S + 1 = _4___
S=1
Table 503
New Building:
New Building
Shell Building
FLOOR, ROOM
AND/ OR SPACE
D ESIGNATION
Addition
Alteration to Shell
Existing Building:
EXISTING ( SQ FT )
NEW ( SQ FT)
S UB-T OTAL
14,486 Building
1,267 Tenant
0
14,486 Building
1,267Tenant
(1,267 Tenant)
0
(1,267 Tenant)
DESIGNATION
Non-Separated Mixed Occupancy (508.3.2)
Separated Mixed Occupancy (508.3.3)
Act ual Area of Occupancy A
Allowable Area of Occupancy A
+
Actual Area of Occupancy B
All owable Area of Occupancy B
< 1…
ALLOWABLE AREA AND HEIGHT CAL CULATIONS
THIS SECTION FO R NE W, ADDITION, CHANGE OF USE, AND I NTE RI OR COMPLETIO NS
E XTERIOR
W ALL
North
South
East
West
Total
407
414
421
ACTUAL
L ENGTH
OPEN
L ENGTH
P
WI DTH OF
P UBLIC WAY OR
OPEN S PACE
F
W
INCRE ASE FRONTAGE __________________%
SPRI NKLERS _____________0_____________%
FRO M PREVIOUS PERMIT
FRONTAGE INCREASE FORMULA ALOWAB LE AREA F ORMULA
If = 100( F – 0.25) W
P
30
408
415
32’
60’
VAN SPACES WI TH
8'
ACCESS AISLE
TOTAL #
ACCESSIBLE
Energy Cost Budget
_______________________________
_______________________________
Interior design conditions
Winter dry bulb
Summer dry bulb
Relative humidity
_______________________________
_______________________________
_______________________________
Building heating load
Building cooling load
Mechanical Spacing Conditioning System
Unitary
______________________________
Description of unit ______________________________
Heating efficiency
______________________________
Cooling efficiency
______________________________
Heat output of unit ______________________________
Cooling output of unit ______________________________
Boiler __________________________________________
Total boiler output. If oversized, state reason ___________________________
Chiller __________________________________________
Total chiller capacity. If oversized, state reason _________________________
List equipment efficiencies
Equipment schedules with motors (mechanical systems)
Motor horsepower
_______________________________
Number of phases
_______________________________
Minimum efficiency _______________________________
Motor type
_____________________________________
# of poles
_____________________________________
PROVID ED
NO CHANGE IN EXISTING PARKING
(Describe special approvals from local jurisdictions, County or State Department of Health, NC Department of
Insurance, International Code Council, etc.)
_____________________________________________________________________________________________
_____________________________________________________________________________________________
BUI LDING
FIRE
SEPARATION
DISTANCE
(F EET )
RATING
R EQ 'D *
PR OV ID ED
( W/__ __ HR *
R ED U CT ION )
DETAIL
#
AND
SHEET #
1
AREA
PE R
OCCUPANT
(c)
NUMBER
OF
OCCUPANTS
EGRESS WI DTH
PER OCCUPANT
(TABLE 1005.1)
REQUIRED WIDTH
(SECTION 1005.1)
STAIR
LEVEL
STA IR
LEVEL
-
0.2
-
2.4
100
12
DESIGN # F OR
DESIGN #
RATED
PENETRATION
FOR
RATED
JOINTS
_
Occupant
Load Factor
_
_
__
Occupant
Load
___
WATERCLOSETS
URINALS
FEMAL E
FEMAL E
-
1 Unisex
-
1
1
0
0
1
1
0
NUMBER OF
TOTAL
WATE R
NU MBE R OF
TOT AL
BUIL DING
DRAINS
FIX TURE UN IT
LOAD
SERVICE SIZE
WATER
SERVICES
FIXTURE
UNIT LO AD
BUILD ING
DRAIN SIZE
1
Structure Conforms to "Conventional Light Frame Provisio ns of 2308
__Yes, continue __No, Go to Line 9
2
Roof Live Load =
PSF
3
Flo or Live Load =
PSF
0
N/C
EXISTING
0
N/C
EXISTING
West
30
0
N/C
EXISTING
4
Ground Snow Load (Pg) =
PSF
30
South
Interior Bearing Walls
Nonbearing walls Exterior
0
N/C
EXISTING
5
Basic Wind Speed, 3 sec. Gust =
MPH
0
N/C
EXISTING
6
Seismic Site Class =
0
N/C
Seismic Design Category =
Go to L in e 44
North
30
7
8
EXISTING
9
Live Loads
Area
East
30
0
N/C
EXISTING
10
Flo or Live Load (indicate area) =
PSF
30
0
N/C
EXISTING
EXISTING
EXISTING
N/C
EXISTING
N/C
EXISTING
11
Flo or Live Load (indicate area) =
PSF
12
Flo or Live Load (indicate area) =
PSF
13
Live Load Reduction used in Design
14
Roof Live Load =
15
Roof Snow Load Data
16
Flat-Roof Snow Load (Pf) =
17
Snow Exposure Factor (Ce) =
18
Snow Importance Factor (Is) =
19
Thermal Factor (Ct) =
20
Wind Design Data
Floor Ceiling Assembly
0
N/C
EXISTING
Columns Supporting Floors
0
N/C
EXISTING
21
Basic Wind Speed, 3 sec. Gust =
22
Wind Impor tance Factor (Iw) =
23
Wind Expo sure
24
Internal Pressure Coefficient
Walls below grade (each assembly)
Description of assembly ________________________________________
____________________________________________________________
U-Value of total assembly
__________________________
R-Value of insulation ____________________________
Yes
Floors over unconditioned sp ace (each assembly)
Description of assembly ________________________________________
____________________________________________________________
U-Value of total assembly
__________________________
R-Value of insulation ____________________________
Floors slab on grade (each assembly)
Description of assembly ________________________________________
____________________________________________________________
U-Value of total assembly
__________________________
R-Value of insulation ____________________________
Horizontal/Vertical requirement ___________________
Slab heated ___________
PSF
PSF
ELECTRICAL SUMMARY
ELECTRICAL SYSTEM AND EQUIPMENT
Performance
Energy Cost Budget
KIPS
(Pro vid e soils report if Site Class is not "D")
Equipment sched ules with motors (not used for me chanical systems)
Motor horsepower ______________________________
Number of phases ______________________________
Minimum efficiency ____________________________
Motor type ____________________________________
No. of poles ___________________________________
EXISTING
28
Earthquake Design Data
EXISTING
29
Seismic Important Factor (Ie) =
EXISTING
30
Occupancy Category
EXISTING
31
EXISTING
32
MPH
(If multiple exposures are used indicate directions)
Mapped Sp ectral Response Acceleration Ss
Mapped Sp ectral Response Acceleration S1
33
Site Class
34
Spectral Response Coefficient, Sds =
35
Spectral Response Coefficient, Sd1 =
36
Seismic Design Category =
37
Building (Structural) System
38
Basic Seismic Force Resisting System
39
Seismic Response Coefficient (Cs) =
40
Response Modification Facto r, R =
Electrical
____House panel
____Service laterals to meter centers/panels located on buildings
____Demise wall and ceilings only
____Conduit, duct, raceway in slab
____Power and lighting circuits to “J” Box
____Install light fixtures
____Install __Heat/Ac __ Elevator __Generator __Parking lot lighting
____Install complete system
Other___See MEP Plans_______________________________________________________________________________
Please provide full information on any alternate methods and means incorporated into the design of
this project. Provide specific details and incorporate into plan submittal any supporting documents
or agreement letters.
Special Inspections Chapter 17
SPECIAL INSPECTIONS SHALL BE CONDUCTE D ON ALL PROJECTS THAT FALL WITHIN BUILDING CATEGORIES AND/OR
CONTAIN ELEMENTS SUBJECT TO SPECIAL INSPECTIO NS AS PRESCRIBED BY REVISED SECTION 1704.
To schedule a required pre-constr uction meeting with the City of Raleigh, please call Steve Luxton at
(919) 516-2183 or Willis Stancil at (919) 516-2187. The main line number for the Development Services
Customer Service Center is (919) 516-2495.
List whom will inspect the required special inspections:
Fabricator of load bearing components
Soil tests
Concrete, caissons, piles, piers, pre-cast
Post tension concrete
Modular construction
Steel and connections, welds, bolts, anchor s
Smoke control
Seismic, wind d esigns, Quality Assurance
Retaining walls
Prescriptive
KIPS
EXISTING
N/C
N/C
N/C
N/C
N/C
N/C
N/C
N/A
N/C
1 HR
______________________________________________________________________________________
THIS SE CTION REQUIRED FOR ALL PROJ ECTS T HAT INCLUDE ELECTRICAL DE SIG N
(If elements are no t designed by the registered design
pr ofessional)
EXISTING
N/C
Building
__X_Install slab _X_partial __complete
____Install demising walls
__X_Install interior partitioning _X_partial __complete
__X_Install Ceilings
____White box (additional interior completion permits are required for Certificate of Occupancy and power)
Other_______________________________________________________________________________________________
Method of Compliance:
Components and Cladding Loads =
N/C
0
Plumbing
____No work
____Install water service and sewer
____Install building drain __and __or water distribution main __with __without branches
____Install complete plumbing system
Other__See MEP Plans________________________________________________________________________________
_________________________________________________________________________________
Sprinkler
__X_Install complete sprinkler system
No
Wind Base Shear, Wyx
0
Columns Supporting Roof
Shell Variable Form
Required for all Shell, Alteration to Shell and Interior Completion Permits
Check each applicable line to match scope of work. Edit as necessary to provide clear detail of installation.
Reproduce on Cover Sheet
Mechanical
____No work
__X_Equipment set __with __without power
____Trunk line installed __with __without outlets
____Gas Line
____ Install complete operational system
Other___________________________________________________________________________________
___________________________________________________________________________________
Fire spray tests
Wind Base Shear, Wx
Roof Ceiling Assembly
UL#U419
NOTES
27
EXISTING
EXISTING
0
0
0
26
N/C
EXISTING
A CCESSIBLE
0
0
Walls adjacent to unconditioned space (each a ssembly)
Description of assembly ________________________________________
____________________________________________________________
U-Value of total assembly
__________________________
R-Value of insulation ___________________________
Openings (windows or doors with glazing)
U-Value of assembly _____________________
Low-e required, if applicable _______________
Door R-Values________________________________________________
25
0
EXISTING
Energy Cost Budget
Lighting Schedule
Lamp type required in fixture ___________________________
Number of lamps in fixture _____________________________
Ballast type used in the fixture ___________________________
Number of ballasts in fixture ____________________________
Total wattage per fixture ________________________________
Total interior wattage specified vs. allowed _________________
Total exterior wattage specified vs. allowed _________________
Roof construction, including
supporting beams and joists **
Shafts – Exit Enclosures
0
Shafts – Other (describe)
0
Shafts – Other (describe)
0
Corridor Separation
0
Occupancy Separation
0
Party/Fire Wall Separation
0
Incidental Use Separation
0
Dwelling/Sleeping unit Separation
Smoke Barrier Separation
0
Tenant Separation
0
* Indicate section number permitting reduction
** Indicated if using Table 601 Note C exception
DRINKING FOUNTA INS
REGU LAR
0
Performance
Roof/ceiling Assembly (each assembly)
Description of assembly ________________________________________
____________________________________________________________
U-Value of total assembly
__________________________
R-Value of insulation
________________________
Skylights in each a ssembly
U-Value of skylight __________
Total square footage of skylights in each assembly ____________
Structural Design Loads
30
N/C
SHOW ERS/
TUBS
LAVATORIE S
MAL E
1 Unisex
Method of Compliance:
Prescripti ve
Exterior W alls (each assembly)
Description of assembly ________________________________________
____________________________________________________________
U-Value of total assembly
__________________________
R-Value of insulation
________________________
Openings (windows or doors with glazing)
U-Value of assembly _____________________
Shading coefficient ______________________
Projection factor ________________________
Low-e required, if applicable _______________
Door R-Values________________________________________________
Exit
Quantity
THIS SECTION REQ UI RE D FOR ALL PROJECTS
30
N/C
Exit
Width
_
_
PLUMBING FIXTURE REQUIREMENTS
East
0
36”
__
North
0
LEVEL
See Table 1004.1.1 to determine whether net or gross area is applicable.
2
Minimum stairway width (Section 1009.1); min. corridor width (Section 1017.2); min. door width (Section 1008.1.1)
3
Minimum width of exit passageway (Section 1021.2)
4
The loss of 1 means of egr ess shall not reduce the available capacity to less than 50 percent of the total required (Section 1005.1)
5 Assembly occupancies (Section 1025)
Area - SF
ENERGY REQUIREMENTS:
The following data shall be considered minimum and any specia l attribute required to meet the energy code
shall also be provided. Ea ch Designer shall furnish the required portions of the project information for the
plan data sheet. If energy cost budget method, state the annual energy cost budget vs. a llowable annual
energy cost budget.
THERMAL ENVELOPE
STA IR
See sheet A 1.1 for more information on square footage per occupancy
DESIGN #
0
(a b) x c
12
Total Required
Total Provided
FOR
RATED
ASSEMBLY
0
ACTUAL WIDTH
SHOWN ON PLANS
1
Bearing walls Exterior
30
South
Interior Non Bearing Walls
Structural frame, including
columns, girders, trusses
Floor construction, including
supporting beams and joists. List
construction type.
2,3,4,5
THIS SE CTI ON FOR ASSE MBLY USE AREA(S)
Life Safety Plan Sheet #, if Provided A1.1 - no change to the existing building shell
ELEMENT
ENERGY SUMMARY
THIS S ECTION FOR NEW, ADDITIONS CHANGE OF USE, AND INTERIOR COMPLETION
EXIT WIDTH (in)
(a b)
Total # of Occupants
12
406
413
420
46’
(b)
MAL E
405
412
419
300’
1,267
BUSINESS
OCCUPANCY
404
411
418
2
1
TOTAL___
West
403
410
417
D ISTANCE
SHOWN ON
PLANS
ASSEMBLY OCCUPANCY INFORMATION
THIS SECTION REQUIRED FOR ALL PROJECTS
402
409
416
ACTUAL
DISTANCE
BETWEEN
EXIT DO ORS
ARE A
SQ. FT.
OCC UPANTS
No
Yes
Separation: _____________________________
Exception: ___________________________________________________
REQ UIRED
DISTANCE
SH OWN ON
P LANS
(a)
Space
Description
__
FIRE PROTECTION REQUIREMENTS
Mi xed Occupancy:
ACTUAL TRAVEL
TR AVEL DISTANCE
(TABLE 1015.1)
THIS SECTION REQ UI RE D FOR ALL PROJECTS
USE G ROUP
AND/OR SPACE
Original Occupancy: _ B - Vacant _____________
Primary Occupancies:
Assembly:
A-1
A-2
A-3
A -4
A-5
Business
Educational
Factory-Industrial:
F-1
F-2
High-Hazard:
H-1
H-2
H-3
H-4
H-5
Insti tutional:
I-1
I-2
I-3
I-4
1
2
3
4
5
I-3 USE CONDITION :
Mercantile
Residential:
R-1
R-2
R-3
R-4
S-1
S-2
High-piled
Storage:
S-1 SPECIAL CONDITION :
Repair Garage (406.6)
S-2 SPECIAL CONDITION -- Parking Garage:
Open (406.3)
Enclosed (406.4)
Utility and Miscellaneous
Other Uses: B
Accessory Uses (Indicate Percentages): _ _NA__________________________________________
Incidental Uses: _ NA ____________________________________________________________
ARRANGEMENT MEANS OF
1,3
EG RESS (SECTION 1015.2)
ALLOWABLE
P LANS
1
Area of Project Tenant/Alteration/Renovation: ____ Tenant Space 1,267 s.f._____________
Area of Construction: ______1,267 s.f.____________________________________________________
OCCUPANCY INFORMATION
REGULAR WI TH 5'
SPECIAL APPROVALS
TR AVEL DISTANCE
SH OWN ON
SEE SHEET A1.1
Proposed Occupancy: _ B – Business – Office Space __________
Special Occupancies:
2
BUILDING DATA
THIS SECTION REQUIRED FOR ALL PROJECTS
I-A
I-B
II-A
II-B
III-A
III-B
IV-HT
V-A
V-B
Mixed construction:
No
Yes
Types _____________________________
Sprinklers:
No
Yes
NFPA 13
NFPA 13R
Partially Sprinklered
Special Suppression
Standpipes:
No
Yes
Class:
I
II
III
Wet
Dry
Fire District:
No
Yes (Appendix D)
Flood Hazard
_1__ Story
Building Height: _20_ Feet
Basement:
No
Yes
Mezzanine:
No
Yes
High Rise:
No
Yes Life Safety Plan Sheet # (if provided): __A1.1_______________
T OTAL
Note: Zoning Review May Be Required for Change of Use or Occupancy
# OF ACCE SSI BL E SPACE S PROVIDE D
PROVI DED
Performance
Thermal zone
Winter dry bulb
Summer dry bulb
C orridor dead ends (Secti on 1017.3)
Single exit s (Secti on 1015.1; Sect ion 1019.2)
Mezzanine
2nd Floor
3rd Floor
4th Floor
Renovation
Interior Completion
Tenant Alteration
Reconstruction
Repair
Alteration to Shell
Change of Use Tenant Space
Change of Occupancy
T OTAL # OF PARKING SPACE S
REQUIRED
ACCESS AISLE
OCCUPANT LOAD AND EXIT WIDTH
Construction Type:
Ground Floor
Accessibility Compliance Form (when applicable)
ACCESSIBLE PARKING
LOT OR PARKING
ARE A
Yes
Yes
Yes
Yes
Yes
MINIMUM
NUMBER O F EXITS
REQUIRED
FIRST
FLOOR
2
FLOO R
Basement
First Time Interior Completion
TONS, downward
KIPS
KIPS
3
Gross Building Area:
1995 Existing Building Code Volume 9
Method of Compliance:
Prescriptive
EXIT REQUIREMENTS
Table 601
H = _55_ ft
LI CE NSE
2012 North Carolina State Building Code (NCSBC)
THIS SECTION REQUIRED FOR ALL PROJECTS THAT INCLUDE MECHANICAL DESIGN
THIS SECTION REQUI RE D FOR ALL PROJE CTS
1
NAME
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
PSF
PSF
NUMBER AND ARRANGEMENT OF EXITS
CODE
REFERENCE
LEAD DESIGN PROFESSIONAL: Jo hn Harvey
DES IGNER
No
No
No
No
No
SEE SHEET A1.1
ALLOWABLE HEIGHT
ALL OWABLE HEI GHT
(T ABLE 503)
KIPS
KIPS
TOTAL
Group A motion picture (507.10 ); Malls (507.11); and H-2 aircraft paint hangers (50 7.8).
Maximum Building Area = total number of stories in the building x E but not greater than 3 x E.
The maximum area of parkin g garages must co mply with 406.3.5. The maximum area of air traffic control towers
must co mply with 412.1.2.
4
MO ST RESTRICTIVE USE
(GROUP )
Presumptive Soil Bearing Pressure =
Bearing Pressure per Soils Report
De ep Foundation Type
De ep Foundation Allowable Loads
Uplift
Lateral
THIS SECTION REQUI RE D FOR ALL PROJE CTS
Emergency Lighting:
Exit Signs:
Fire Alarm:
Smoke Detection Systems:
Panic Hardware:
Code Compliance Sum mary: Up-fit to be B occupancy
Alternative Means of Compliance Request:
Analysis Procedure Used =
Seismic Base Shear, Sx
Seismic Base Shear, Sy
Soil Data
45
46
47
48
49
50
LIFE SAFETY SYSTEM RE QUIREMENTS
Open space area increases from Section 506.2 are computed thus:
a. Perimeter which fronts a public way or open space having 20 feet minimum width = ft (F)
b. Total Building Perimeter = __ ft (P)
c. Ratio (F/P) = _____ (F/P)
d. W = Minimum width of pub lic way = __30’___ ft (W )
e. Percent of frontage increase I f = 100 [ F/P - 0.25] x W/30 = ___ __ (%)
The sprinkler increase per Section 506.3 is as follows:
a. Multistory buildin g Is = 200 percent
b. Single story building Is = 300 percent
Unlimited area applicable under conditions of Sections Group B, F, M, S, A-4 (507.1, 507.2, 507.3, 507.4, 507.7);
G roup A motion picture (507.10); Malls (507.11); and H-2 aircraft paint hangers (507.8).
5
Scope of Work: Tenant will finish the vacant space to include space for new restroom, waxing rooms,
and pedicure & manicure stations. New walls, ceiling, casework, light fixtures, restroom, and
mechanical systems will be installed.
Smoke Partitions 710
MECHANICAL SUMMARY
41
42
43
44
Masonry
Wood
Alternate Methods
EFIS
Other (describe)
Other (describe)
Owner or agent___________________________________________________________
P e r m it S e t
j o h n l. h a r v e y
A r c h it e c t u r e + D e si g n , In c .
2 1 2 8 O l d F o r e s t D riv e
H ills b o r o u g h , N C 2 7 2 7 8
o ffi c e : (9 1 9) 8 8 3 - 1 9 6 6
c e ll:
( 9 1 9) 3 2 3 - 1 4 7 3
e m a il:
i nf o @ h a rv e y a r c h it e c t u r e . c o m
w w w . h a r v e y a r c hit e c t ur e . c o m
3/1 7/2 0 1 4
N a il S a l o n
( A)
STO RY
N e w U pfit - W a k e fi e l d C r o s sin g S uit e 1 1 4
1 3 6 0 0 N e w F a lls of N e u s e R d
R a l e i g h , N orth C a rolin a 2 7 6 1 4
PERCENTAGE OF WALL OPENING CALCULATIONS
BOTH BUILDING AND TENANT MUST BE INDICATED ON CHART BEL OW
© JLH Architecture + Design, Inc. expressly reserves its common law copyright & other property rights in these plans. These plans are not to be reduced, changed or copied in any form or matter whatsoever, nor are they to be assigned to any third party without first obtaining the expressed written permission & consent of JLH Architecture + Design, Inc.
CITY OF RALEIGH
BUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTS
NC 2012 BUILDING CODE
R e v isi o n s
No. / Description / Date
T hi s s h e e t is f o r m a tt e d fo r a
2 4" x 3 6" p ri n t . If t hi s p ri n t
d o e s n o t m e a s ur e t h a t r e f e r t o t h e g r a p hi c s c a l e .
S h e e t Titl e :
A p p e n d ix B
D at e: M arc h 1 7, 2 0 1 4
Proje c t:
13017
S h e e t N u m b e r:
A 1.0
Life Safety Plan
Scale : 1/4" = 1'-0"
Passage
G r a p hic S c ale
0
1'
2'
Restrm
4'
8'
12'
Office
Waxing
Waxing
Accessibility Restroom Clearances
Scale : 1/4" = 1'-0"
Pedicure Area
Front Approach, Pull Side
Front Approach, Push Side
Hinge Approach, Pull Side
Hinge Approach, Pull Side
Manicure Area
Hinge Approach,
Push Side
Latch Approach, Pull Side
Reception
MAIN EXIT
Latch Approach, Push Side
Maneuvering Clearances at Manual Swing Doors
3
A1.1
Accessible Door Clearances
Scale : 1/4" = 1'-0"
Existing Sidewalk
w w w . h a r v e y a r c hit e c t ur e . c o m
3/1 7/2 0 1 4
N a il S a l o n
2
A1.1
A r c h it e c t u r e + D e si g n , In c .
P e r m it S e t
N e w U pfit - W a k e fi e l d C r o s sin g S uit e 1 1 4
1 3 6 0 0 N e w F a lls of N e u s e R d
R a l e i g h , N orth C a rolin a 2 7 6 1 4
1
A1.1
© JLH Architecture + Design, Inc. expressly reserves its common law copyright & other property rights in these plans. These plans are not to be reduced, changed or copied in any form or matter whatsoever, nor are they to be assigned to any third party without first obtaining the expressed written permission & consent of JLH Architecture + Design, Inc.
Existing Sidewalk
j o h n l. h a r v e y
2 1 2 8 O l d F o r e s t D riv e
H ills b o r o u g h , N C 2 7 2 7 8
o ffi c e : (9 1 9) 8 8 3 - 1 9 6 6
c e ll:
( 9 1 9) 3 2 3 - 1 4 7 3
e m a il:
i nf o @ h a rv e y a r c h it e c t u r e . c o m
R e v isi o n s
No. / Description / Date
T hi s s h e e t is f o r m a tt e d fo r a
2 4" x 3 6" p ri n t . If t hi s p ri n t
d o e s n o t m e a s ur e t h a t r e f e r t o t h e g r a p hi c s c a l e .
S h e e t Titl e :
Lif e S a f e ty Pl a n
D at e: M arc h 1 7, 2 0 1 4
Proje c t:
13017
S h e e t N u m b e r:
A 1.1
Scale : 1/4" = 1'-0"
1267 s.f. (gross - based on field measurements)
Passage
G r a p hic S c ale
0
1'
2'
Restrm
4'
8'
12'
Office
Waxing
Waxing
decorative
light fixture
Pedicure Area
12' ceiling height with
indirect lighting
decorative
light fixture
arched bulkhead
arched bulkhead
Manicure Area
Reception
Existing Sidewalk
w w w . h a r v e y a r c hit e c t ur e . c o m
3/1 7/2 0 1 4
N a il S a l o n
First Floor
A r c h it e c t u r e + D e si g n , In c .
P e r m it S e t
N e w U pfit - W a k e fi e l d C r o s sin g S uit e 1 1 4
1 3 6 0 0 N e w F a lls of N e u s e R d
R a l e i g h , N orth C a rolin a 2 7 6 1 4
First Floor Plan
© JLH Architecture + Design, Inc. expressly reserves its common law copyright & other property rights in these plans. These plans are not to be reduced, changed or copied in any form or matter whatsoever, nor are they to be assigned to any third party without first obtaining the expressed written permission & consent of JLH Architecture + Design, Inc.
1
A2.0
decorative ledge
Scale : 1/4" = 1'-0"
indirect light cove
Interior Elevation - Restroom
Existing Sidewalk
C
indirect light cove
2
A2.0
B
decorative ledge
A
j o h n l. h a r v e y
2 1 2 8 O l d F o r e s t D riv e
H ills b o r o u g h , N C 2 7 2 7 8
o ffi c e : (9 1 9) 8 8 3 - 1 9 6 6
c e ll:
( 9 1 9) 3 2 3 - 1 4 7 3
e m a il:
i nf o @ h a rv e y a r c h it e c t u r e . c o m
R e v isi o n s
No. / Description / Date
T hi s s h e e t is f o r m a tt e d fo r a
2 4" x 3 6" p ri n t . If t hi s p ri n t
d o e s n o t m e a s ur e t h a t r e f e r t o t h e g r a p hi c s c a l e .
S h e e t Titl e :
F irst F lo or Pl a n
D at e: M arc h 1 7, 2 0 1 4
Proje c t:
13017
S h e e t N u m b e r:
A 2.0
Scale : 1/4" = 1'-0"
G r a p hic S c ale
1'
2'
4'
8'
12'
w w w . h a r v e y a r c hit e c t ur e . c o m
3/1 7/2 0 1 4
N a il S a l o n
0
A r c h it e c t u r e + D e si g n , In c .
P e r m it S e t
N e w U pfit - W a k e fi e l d C r o s sin g S uit e 1 1 4
1 3 6 0 0 N e w F a lls of N e u s e R d
R a l e i g h , N orth C a rolin a 2 7 6 1 4
Ceiling Plan
© JLH Architecture + Design, Inc. expressly reserves its common law copyright & other property rights in these plans. These plans are not to be reduced, changed or copied in any form or matter whatsoever, nor are they to be assigned to any third party without first obtaining the expressed written permission & consent of JLH Architecture + Design, Inc.
1
A2.1
j o h n l. h a r v e y
2 1 2 8 O l d F o r e s t D riv e
H ills b o r o u g h , N C 2 7 2 7 8
o ffi c e : (9 1 9) 8 8 3 - 1 9 6 6
c e ll:
( 9 1 9) 3 2 3 - 1 4 7 3
e m a il:
i nf o @ h a rv e y a r c h it e c t u r e . c o m
R e v isi o n s
No. / Description / Date
T hi s s h e e t is f o r m a tt e d fo r a
2 4" x 3 6" p ri n t . If t hi s p ri n t
d o e s n o t m e a s ur e t h a t r e f e r t o t h e g r a p hi c s c a l e .
S h e e t Titl e :
C e ilin g Pl a n
D at e: M arc h 1 7, 2 0 1 4
Proje c t:
13017
S h e e t N u m b e r:
A 2.1

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