koko fit club - marlin design build · 2012-09-28 · location/key plan scale : n.t.s. 1 a0.1...
TRANSCRIPT
Location/Key PlanScale : N.T.S.
1A0.1
RENOVATED TENANT SPACE - (shown cross hatched)7412 Creedmoor Rd.. - Proposed tenant space for newKoKo Fitclub
EXISTING BUILDING SITE - Wake County Gis Pin #0797582288 - no alteration on exterior of building or site
North
EXISTING BUILDING - allowable area calculations onsheet A1.0 are based upon this area.
ExistingParking
Creedm
oor Rd.
HarrisTeeter
Bridgeport Dr.
Stonehenge Dr.
Ladd FamilyMartial Arts
Harris TeeterSuntan CityDebby's HallmarkUnleashed - the Dog & Cat StoreThe BarbershopNail Castle
Outdoor Bird
KoKo Fitclub
Orchid Japanese RestaurantGigi's BoutiqueOrchid Japanese Restaurant
Wine n' Things
Building Key Plan
Overall Building - building as listed onAppendix B (shown shaded), basedupon information available on WakeCounty GIS website
Scale : N.T.S.
DRAWING INDEX ARCHITECTURAL A0.1 Cover Sheet, Location / Key Plan, Drawing Index A1.0 Code Summary - Appendix "B" A1.1 Life Safety Plan A2.0 First Floor Plan, Schedules, Wall Types, Interior Finishes A2.1 Ceiling Plan, Interior Casework Details
KoKo Fit ClubUp-fit for Stonehenge Market
OWNER/TENANT: KoKo Fit ClubCONTRACTOR: Marlin Design/BuildARCHITECT: John L. Harvey Architecture + Design, Inc.Hillsborough, NC 27278MEP ENGINEERING: Maple Engineering, PLLC, Raleigh,NC 27605
Sam Mobley
A 0.1
Cover Sheet, KeyPlan, DrawingIndex
12038
Sept. 25, 2012
Permit Set
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Sheet Title:
Sheet Number:
Date:
Project:
Revisions
No. / Description / Date
This sheet is formatted for a24" x 36" print. If this printdoes not measure that -
refer to the graphic scale.
john l. harveyArchitecture + Design, Inc.
2128 Old Forest DriveHillsborough, NC 27278office: (919) 883-1966cell: (919) 323-1473email:[email protected]
www.harveyarchitecture.com
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1 Revised perreview comments
5/21/2012
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CITY OF RALEIGHBUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTSNC 2012 BUILDING CODE
(EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)(Reproduce the following data on the building plans sheet 1 or 2.)
Name of Project: __KoKo Fit Club__________________________________________________________________Address: __7428 Creedmoor Road, Raleigh NC 27613__________________________Suite #:____________Owner or Authorized Agent: __Britt Spivey Phone: (919) 796-6405Email: [email protected]____________________ Fax: ______________________________Owned By: Privately City/CountyStateCode Enforcement Jurisdiction: City CountyCity/CountyName of Jurisdiction: City of Raleigh
PROJECT SUMMARY: The space is currently vacant and the tenant would like to up-fit the space intoa B occupancy for a new KoKo Fitclub franchise.
Building Description: Existing 1 story shopping center IIB construction– no change in building shell orstructure
Scope of Work: Tenant will rework the entire existing space to include new reception space, exercisearea, dressing room, and restroom. New walls, ceiling tile, casework, equipment, toilet fixtures, lightfixtures, mechanical diffusers, and exercise equipment will be installed.
Code Compliance Summary: Upfit to be B occupancy
Alternative Means of Compliance Request:
LEAD DESIGN PROFESSIONAL: John HarveyDESIGNER FIRM NAME LICENSE # TELEPHONE # E-MAILArchitectural JLH Architecture + Design, Inc. John Harvey 9918 (919) 883-1966 [email protected] __N/A______________ ____________ ____________ (____)_______ ______________Electrical Maple Engineering, PLLC Zack Tomlin 037509 (919) 341-4247 [email protected] Alarm __N/A______________ ____________ ____________ (____)_______ ______________Plumbing Maple Engineering, PLLC Zack Tomlin 037509 (919) 341-4247 [email protected] l Maple Engineering, PLLC Zack Tomlin 037509 (919) 341-4247 [email protected] N/A_____________ ____________ ____________ (____)_______ ______________Structural __N/A______________ ____________ ____________ (____)_______ ______________Retaining Walls >5' High __N/A_______ ____________ ____________ (____)_______ ______________Other __N/A______________ ____________ ____________ (____)_______ ______________
Note: Special Inspections and Inspectors to be listed at end of this document.
Building Code: 2012 North Carolina State Building Code (NCSBC)
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)
1995 Existing Building Code Volume 9
New Building: New Building Shell Building First Time Interior Completion
Addition Alteration to Shell
Accessibility Compliance Form (when applicable)
Existing Building: Renovation Interior Completion Tenant Alteration Reconstruction Repair Alteration to Shell Change of Use Tenant Space Change of Occupancy
Note: Zoning Review May Be Required for Change of Use or Occupancy
Original Occupancy: ______________
Proposed Occupancy: _ B- Business_______________
OCCUPANCY INFORMATIONPrimary Occupancies: Assembly: A-1 A-2 A-3 A -4 A-5
Business Educational Factory-Industrial: F-1 F-2High-Hazard: H-1 H-2 H-3 H-4 H-5Institutional: I-1 I-2 I-3 I-4
I-3 USE CONDITION: 1 2 3 4 5 Mercantile Residential: R-1 R-2 R-3 R-4
Storage: S-1 S-2 High-piledS-1 SPECIAL CONDITION : Repair Garage (406.6)S-2 SPECIAL CONDITION -- Parking Garage: Open (406.3) Enclosed (406.4)
Utility and MiscellaneousOther Uses:
Accessory Uses (Indicate Percentages): _ _____________Incidental Uses: __________________________________________________________________
Special Occupancies: 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421
Group A motion picture (507.10); Malls (507.11); and H-2 aircraft paint hangers (507.8).4 Maximum Building Area = total number of stories in the building x E but not greater than 3 x E.5 The maximum area of parking garages must comply with 406.3.5. The maximum area of air traffic control towersmust comply with 412.1.2.
ALLOWABLE HEIGHT
MOST RESTRICTIVE USE(GROUP )
ALLOWABLE HEIGHT(TABLE503)
INCREASE FOR SPRINKLERS SHOWN ON PLANS CODEREFERENCE
Type of Construction Type _IIB Type _IIB_ Table 601
Building Height in Feet H = _55_ ft H + 20 ft = _75_ ft H = 25 ft Table 503Building Height in Stories S = _2___ S + 1 = _3___ S = 1 Table 503
BUILDING DATATHIS SECTION REQUIRED FOR ALL PROJECTS
Construction Type: 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 SuppressionStandpipes: No Yes Class: I II III Wet DryFire District: No Yes (Appendix D) Flood HazardBuilding Height: _25_ Feet _1__ StoryBasement: No YesMezzanine: No YesHigh Rise: No Yes Life Safety Plan Sheet # (if provided): __A1.1_______________
Gross Building Area:FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB-TOTALBasement
Ground Floor 32,760 (2,023 Tenant) 0 32,760
(2,023 Tenant)Mezzanine2nd Floor 3rd Floor 4th Floor
TOTAL 32,760 (2,023 Tenant)
0 32,760 (2,023 Tenant)
Area of Project Tenant/Alteration/Renovation: ____Existing Tenant Space 2,023 s.f._____________Area of Construction: ______2,023 s.f.____________________________________________________
FIRE PROTECTION REQUIREMENTSTHIS SECTION REQUIRED FOR ALL PROJECTS
Life Safety Plan Sheet #, if Provided A1.1 - no change to the existing building shell
RATI NGBUILDINGELEMENT
FIRESEPARATION
DISTANCE(FEET)
R EQ'D* PROVIDED(W/____ HR*REDUCTION)
DETAIL #AND
SHEET #
DESIGN #FOR
RATEDASSEMBLY
DESIGN # FORRATED
PENETRATION
DESIGN#FOR
RATEDJOINTS
Bearing walls Exterior
North 30 0 N/C
East 30 0 N/CWest 30 0 N/CSouth 30 0 N/C
Interior Bearing Walls 0 N/CNonbearing walls Exterior
North 30 0 N/C
East 30 0 N/C
West 30 0 N/CSouth 30 0 N/C
Interior Non Bearing Walls 0 N/CStructural frame, includingcolumns, girders, trusses 0 N/C
Floor construction, includingsupporting beams and joists. Listconstruction type.
0 N/C
Floor Ceiling Assembly 0 N/C
Columns Supporting Floors 0 N/C
Roof construction, includingsupporting beams and joists ** 0 N/C
Roof Ceiling Assembly 0 N/C
Columns Supporting Roof 0 N/C
Shafts – Exit Enclosures 0 N/CShafts – Other (describe) 0 N/CShafts – Other (describe) 0 N/CCorridor Separation 0 N/COccupancy Separation 0 N/CParty/Fire Wall Separation 0 N/CIncidental Use Separation 0 N/CDwelling/Sleeping unit Separation 0 N/CSmoke Barrier Separation 0 N/CTenant Separation 0 N/C
* Indicate section number permitting reduction** Indicated if using Table 601 Note C exception
PERCENTAGE OF WALL OPENING CALCULATIONSTHIS SECTION FOR ADDITIONS, NEW AND CHANGE OF USE
Allowable openings per Table 704.8 No LimitFire separation distance is greater than 30’
WALL LEGENDSTHIS SECTION REQUIRED FOR ALL PROJE CTS
CHECK IF THE FOLLOWING ARE PRESENT AND INDICATE BY A WALL LEGEND ON ALL PLANS Fire Par titions 708 Fire Walls 705 Fire Barriers 706 Smoke Partitions 710 Smoke Barr iers 709 Shaft Enclosure 707
LIFE SAFETY SYSTEM REQUIREMENTSTHIS SECTION REQUIRED FOR ALL PROJE CTS
Emergency Lighting: No YesExit Signs: No YesFire Alarm: No YesSmoke Detection Systems: No YesPanic Hardware: No Yes
EXIT REQUIREMENTSNUMBER AND ARRANGEMENT OF EXITS
THIS SECTION REQUIRED FOR ALL PROJE CTSSEE SHEET A1.1
MINIMUM2
NUMBER OF EXITSTRAVEL DISTANCE ARRANGEMENT MEANS OF
EGRESS1,3 (SECTION 1015.2)FLOOR, ROOMAND/O R SPACEDESIGNATION REQUIRED SHOWN ON
PLANSALLOWABLE
TRAVEL DISTANCE(TABLE 1015.1)
ACTUAL TRAVELDISTANCESHOWN ON
PLANS
REQUIREDDISTANCEBETWEEN
EXIT DOORS
ACTUALDISTANCESHOWN ON
PLANS
FIRSTFLOOR
1 3 300’ 53’ N/A N/A
1 Corridor dead ends (Section 1017.3)2 Single exits (Section 1015.1; Section 1019.2)3 Common Path of Egress Travel (Section 1014.3)
OCCUPANT LOAD AND EXIT WIDTHTHIS SECTION REQUIRED FOR ALL PROJECTS
SEE SHEET A1.1(a) (b) (a b) (c) EXIT WIDTH (in)2,3,4,5
EGRESS WIDTHPER OCCUPANT(TABLE1005.1)
REQUIRED WIDTH(SECTION 1005.1)
(a b) x c
ACTUAL WIDTHSHOWN ON PLANS
USE GROUP
AND/OR SPACEDESI GNATION
AREA1
SQ. FT.AREA1
PEROCCU-PANT
NUMBEROF
OCCU-PANTS
STAIR LEVEL STAIR LEVEL STAIR LEVEL
EXERCISE
SPACE1,500 50 30 .15 4.5” 36”
STORAGE 280 300 1 .15 .15 36”TOTAL 31
1 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 egress shall not reduce the available capacity to less than 50 percen t of the total required (Section 1005.1)5 Assembly occupancies (Section 1025)
ASSEMBLY OCCUPANCY INFORMATIONTHIS SECTION FOR ASSEMBLY USE AREA(S)
Space Area - SF Occupant Occupant Exit ExitDescription Load Factor Load Width Quantity__B_____ __1,500__ _Existing _31____ _36” min._ 1 ExistingTOTAL___31 occupants__
PLUMBING FIXTURE REQUIREMENTSTHIS SECTION REQUIRED FOR ALL PROJECTS
See sheet A 1.1 for more information on square footage per occupancy
BUILDINGDRAIN SIZE
NUMBER OFBUILDINGDRAINS
TOTALFIXTURE UNIT
LOAD
WATERSERVICE SIZE
NUMBER OFWATER
SERVICES
TOTALFIXTURE
UNIT LOAD
NOTES
WATERCLOSETS LAVATORIES DRINKING FOUNTAINSOCCUPANCYMALE FEM ALE
URINALSMALE FEMALE
SHOWERS/TUBS REGULAR ACCESSIBLE
Storage - 329 s.f.1 occupantBusiness - 392 s.f.4 occupantsA-3 - 1010 s.f.20 occupantsTotal Occupants for
plumbing - 251 Unisex 0 1 0 0 0
Total Required 1 0 1 0 0 0Total Provided 1 Unisex 0 1 0 0 0
Structural Design Loads
1Structure Conforms to "Conventional Light Frame Provisio ns of 2308 __Yes, continue __No , Go to Line 9
2 Roof Live Load = PSF
3 Floor Live Load = PSF
4 Ground Snow Load (Pg) = PSF
5 Basic Wind Speed, 3 sec. Gust = MPH
6 Seismic Site Class =7 Seismic Design Category =8 Go to Line 449 Live Loads Area
10 Floor Live Load (indicate area) = PSF11 Floor Live Load (indicate area) = PSF
12 Floor Live Load (indicate area) = PSF
13 Live Load Reduction used in Design Yes No
14 Roof Live Load = PSF15 Roof Snow Load Data16 Flat-Roof Snow Load (Pf) = PSF
17 Snow Exposure Factor (Ce) =
18 Snow Importance Factor (Is) =19 Thermal Facto r (Ct) =
20 Wind Design Data
21 Basic Wind Speed, 3 sec. Gust = MPH
22 Wind Importance Factor (Iw) =23 Wind Exposure (If multiple exposures are used indicate directions)
24 Internal Pressure Coefficient
25 Componen ts and Cladding Loads =(If elements are not designed by the registered designprofessional)
26 Wind Base Shear, Wx KIPS27 Wind Base Shear, Wyx KIPS
28 Earthquake Design Data
29 Seismic Important Factor (Ie) =
30 Occup ancy Category31 Mapped Spectral Response Acceleration Ss
32 Mapped Spectral Response Acceleration S1
33 Site Class (Pro vid e soils report if Site Class is n ot "D")
34 Spectral Response Coefficient, Sds =35 Spectral Response Coefficient, Sd1 =
36 Seismic Design Category =
37 Buildin g (Structural) System
38 Basic Seismic Force Resisting Sy stem39 Seismic Response Coefficient (Cs) =
40 Response Modification Factor, R =
41 Analysis Procedure Used =42 Seismic Base Shear, Sx KIPS43 Seismic Base Shear, Sy KIPS44 Soil Data
45 Presumptive Soil Bearing Pressure = PSF46 Bearing Pressure per Soils Report PSF47 Deep Foundation Type48 Deep Foundation Allowable Loads TONS, downward49 Uplift KIPS50 Lateral KIPS
ACCESSIBLE PARKING
LOT OR PARKINGAREA
TOTAL # OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED TOTAL #ACCESSIBLEPROVID ED
REQUIRED PROVIDED REGULAR WITH 5'ACCESS AISLE
VAN SPACES WITH 8'ACCESS AISLE
TOTAL NO CHANGE IN EXISTING PARKING
SPECIAL APPROVALS
(Describe special approvals from local jurisdictions, County or State Departmen t of Health, NC Department ofInsurance, International Code Council, etc.)
_____________________________________________________________________________________________
_____________________________________________________________________________________________
ENERGY SUMMARYTHIS SECTION FOR NEW, ADDITIONS CHANGE OF USE, AND INTERIOR COMPLETION
ENERGY REQUIREMENTS:The following data shall be considered minimum and any special attribute required to meet the energy codeshall also be provided. Each Designer shall furnish the required portions of the project information for theplan data sheet. If energy cost budget method, state the annual energy cost budget vs. allowable annualenergy cost budget.
THERMAL ENVELOPE
Method of Compliance:Prescriptive Performance Energy Cost Budget
Roof/ceiling Assembly (each assembly)Description of assembly ____________________________________________________________________________________________________
U-Value of total assembly __________________________R-Value of insulation ________________________Skylights in each assembly
U-Value of skylight __________Total square footage of skylights in each assembly ____________
Exterior Walls (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________________________________________________
Walls adjacent to unconditioned space (each assembly)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________________________________________________
Walls below grade (each assembly)Description of assembly ____________________________________________________________________________________________________
U-Value of total assembly __________________________R-Value of insulation ____________________________
Floors over unconditioned space (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 ___________
ELECTRICAL SUMMARY
ELECTRICAL SYSTEM AND EQUIPMENTTHIS SECTION REQUIRED FOR ALL PROJECTS THAT INCLUDE ELECTRICAL DESIGN
Method of Compliance:Prescriptive Performance Energy Cost Budget
Lighting ScheduleLamp type required in fixture ___________________________Number of lamps in fix ture _____________________________Ballast type used in the fixture ___________________________Number of ballasts in f ixture ____________________________Total wattage per fixture ________________________________Total interior wattage specified vs. allowed _________________Total exterior wattage specified vs. allowed _________________
Equipment schedules with motors (not used for mechanical systems)Motor horsepower ______________________________Number of phases ______________________________Minimum efficiency ____________________________Motor type ____________________________________No. of poles ___________________________________
MECHANICAL SUMMARY
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENTTHIS SECTION REQUIRED FOR ALL PROJECTS THAT INCLUDE MECHANICAL DESIGN
Method of Compliance:Prescriptive Performance Energy Cost Budget
Thermal zoneWinter dry bulb _______________________________Summer dry bulb _______________________________
Interior design conditionsWinter dry bulb _______________________________Summer dry bulb _______________________________Relative humidity _______________________________
Building heating loadBuilding cooling loadMechanical 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 efficienciesEquipment schedules with motors (mechanical systems)
Motor horsepower _______________________________Number of phases _______________________________Minimum efficiency _______________________________Motor type _____________________________________# of poles _____________________________________
Shell Variable FormRequired 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 SheetMechanical____No work____Equipment set __with __without power____Trunk line installed __with __without outlets____Gas Line____ Install complete operational systemOther___________________________________________________________________________________ ___________________________________________________________________________________
Plumbing____No work____Install water service and sewer____Install building drain __and __or water distribution main __with __without branches____Install complete p lumbing systemOther________________________________________________________________________________________________________________________________________________________________________________Sprinkler____Install complete sprinkler system
Building____Install slab __partial __complete____Install demising walls____Install interior partitioning __partial __complete____Install Ceilings____White box (additional interior completion permits are required for Certificate of Occupancy and power)Other_____________________________________________________________________________________________________________________________________________________________________________________
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____________________________________________________________________________________
Please provide full information on any alternate methods and means incorporated into the design ofthis project. Provide specific details and incorporate into plan submittal any support ing documentsor agreement letters.
Special Inspections Chapter 17SPECIAL INSPECTIONS SHALL BE CONDUCTED ON ALL PROJECTS THAT FALL WITHIN BUILDING CATEGORIES AND/OR
CONTAIN ELEMENTS SUBJECT TO SPECIAL INSPECTIONS AS PRESCRIBED BY REVISED SECTION 1704.
To schedule a required pre-construction 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 ServicesCustomer 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, anchors
Fire spray tests
Smoke control
Seismic, wind designs, Quality Assurance
Retaining walls
Masonry
Wood
Alternate Methods
EFIS
Other (describe)
Other (describe)
Owner or agent___________________________________________________________
Mixed Occupancy: No Yes Separation: NoneException: ___________________________________________________
Non-Separated M ixed Occupancy (508.3.2) Separated Mixed Occupancy (508.3.3)
Actual Area of Occupancy A + Actual Area of Occupancy B … Allowable Area of Occupancy A Allowable Area of Occupancy B
ALLOWABLE AREA AND HEIGHT CALCULATIONSTHIS SECTION FOR NEW, ADDITION, CHANGE OF USE, AND INTERIOR COMPLETIONS
EXTER IORWALL
ACTUALLENGTH
OPENLENGTH
WIDTH OFPUBLIC WAY OR
OPEN SPACE
North 124’ 0’ 0’ South 187’ 0’ 0’East 326’ 326’ 30’West 877’ 877’ 30’Total 1514’ P 1203’ F 30 W
INCREASE FRONTAGE _______54___________%SPRINKLERS _____ _________300____________%FRO M PREVIOUS PERMIT
FRONTAGE INCREASE FORMULA ALO WA BL E AREA FORMU LA
I f = 100( F – 0.25) WP 30
< 1
BOTH BUILDING AND TENANT MUST BE INDICATED ON CHART BELOW
STORYNO .
OCCU PANCY(A)
BLDG AREAPER ST ORY(ACTU AL)
(B)TABLE
5035 ARE A
(C)% OPENSP ACE
INCREASE1
(D)%
SPRINKLERINCREASE 2
(E )ALLOWABLEFL OOR ARE A
ORUNLIM ITED 3
RATIO OFACTUAL
/ALLO WABLE
(F)MAX IM UMBUILD ING
A REA4
SEPARATIONRA TING
REQ UIRED
1 M 32,760 12,500 6,750 37,500 44,250 .74 44,250 N/A1 B 2,023 23,000 0 69,000 69,000 .02 69,000 N/A
1 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 = M=1203’/B=40’ ft (F)b. Total Building Perimeter = ___ M=1514’/B=238’__ ft (P)c. Ratio (F/P) = __. M=.97/A-2=-.16___ (F/P)d. W = Minimum width of public way = __30’___ ft (W)e. Percent of frontage increase If = 100 [ F/P - 0.25] x W/30 = ___ M=54%/B=0%__ (%)
2 The sprinkler increase per Section 506.3 is as follows:a. Multistory building Is = 200 percentb. Single story building Is = 300 percent
3 Unlimited area applicable under conditions of Sections Group B, F, M, S, A-4 (507.1, 507.2, 507.3, 507.4, 507.7); Group A motion picture (507.10); Malls (507.11); and H-2 aircraft paint hangers (507.8).
< 1
Appendix B
A 1.0
12038
Sept. 25, 2012
Permit Set
©JL
H A
rchi
tect
ure
+ D
esig
n, In
c. e
xpre
ssly
rese
rves
its
com
mon
law
cop
yrig
ht &
oth
er p
rop
erty
rig
hts
in th
ese
pla
ns. T
hese
pla
ns a
re n
ot to
be
red
uced
, cha
nged
or c
opie
d in
any
form
or m
att
er w
hats
oeve
r, no
r are
they
to b
e as
signe
d to
any
third
par
ty w
ithou
t firs
t obt
aini
ng th
e ex
pres
sed
writ
ten
perm
issio
n &
con
sent
of J
LH A
rchi
tect
ure
+ D
esig
n, In
c.
Sheet Title:
Sheet Number:
Date:
Project:
Revisions
No. / Description / Date
This sheet is formatted for a24" x 36" print. If this printdoes not measure that -
refer to the graphic scale.
john l. harveyArchitecture + Design, Inc.
2128 Old Forest DriveHillsborough, NC 27278office: (919) 883-1966cell: (919) 323-1473email:[email protected]
www.harveyarchitecture.com
Ko
Ko
Fit
clu
bN
ew U
pfit
- S
ton
ehen
ge
Mar
ket
74
28 C
ree
dm
oor
Road
Ra
leig
h,
No
rth C
aro
lina 2
7613
Click t
o buy NOW!
AcroPlot Pro
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Life Safety Plan
MAIN EXITExercise SpaceReception
Passage
Dressing
Utility
Restroom
Storage
0 1' 2' 4' 8' 12'
Graphic Scale
Scale : 1/4" = 1'-0"1
A1.1
Life Safety Plan
A 1.1
12038
Sept. 25, 2012
Permit Set
©JL
H A
rchi
tect
ure
+ D
esig
n, In
c. e
xpre
ssly
rese
rves
its
com
mon
law
cop
yrig
ht &
oth
er p
rop
erty
rig
hts
in th
ese
pla
ns. T
hese
pla
ns a
re n
ot to
be
red
uced
, cha
nged
or c
opie
d in
any
form
or m
att
er w
hats
oeve
r, no
r are
they
to b
e as
signe
d to
any
third
par
ty w
ithou
t firs
t obt
aini
ng th
e ex
pres
sed
writ
ten
perm
issio
n &
con
sent
of J
LH A
rchi
tect
ure
+ D
esig
n, In
c.
Sheet Title:
Sheet Number:
Date:
Project:
Revisions
No. / Description / Date
This sheet is formatted for a24" x 36" print. If this printdoes not measure that -
refer to the graphic scale.
john l. harveyArchitecture + Design, Inc.
2128 Old Forest DriveHillsborough, NC 27278office: (919) 883-1966cell: (919) 323-1473email:[email protected]
www.harveyarchitecture.com
Ko
Ko
Fit
clu
bN
ew U
pfit
- S
ton
ehen
ge
Mar
ket
74
28 C
ree
dm
oor
Road
Ra
leig
h,
No
rth C
aro
lina 2
7613
Click t
o buy NOW!
AcroPlot Pro
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0 1' 2' 4' 8' 12'
Graphic Scale
First Floor PlanScale : 1/4" = 1'-0"
1A2.0
First Floor 2,023 s.f. (gross - based upon field measurements)
Exercise SpaceReception
Passage
Dressing
Utility
Restroom
Storage
Interior Elevation - RestroomScale : 1/4" = 1'-0"
2A2.0
BA
First Floor Plan,Schedules &Interior Finishes
A 2.0
12038
Sept. 25, 2012
Permit Set
©JL
H A
rchi
tect
ure
+ D
esig
n, In
c. e
xpre
ssly
rese
rves
its
com
mon
law
cop
yrig
ht &
oth
er p
rop
erty
rig
hts
in th
ese
pla
ns. T
hese
pla
ns a
re n
ot to
be
red
uced
, cha
nged
or c
opie
d in
any
form
or m
att
er w
hats
oeve
r, no
r are
they
to b
e as
signe
d to
any
third
par
ty w
ithou
t firs
t obt
aini
ng th
e ex
pres
sed
writ
ten
perm
issio
n &
con
sent
of J
LH A
rchi
tect
ure
+ D
esig
n, In
c.
Sheet Title:
Sheet Number:
Date:
Project:
Revisions
No. / Description / Date
This sheet is formatted for a24" x 36" print. If this printdoes not measure that -
refer to the graphic scale.
john l. harveyArchitecture + Design, Inc.
2128 Old Forest DriveHillsborough, NC 27278office: (919) 883-1966cell: (919) 323-1473email:[email protected]
www.harveyarchitecture.com
Ko
Ko
Fit
clu
bN
ew U
pfit
- S
ton
ehen
ge
Mar
ket
74
28 C
ree
dm
oor
Road
Ra
leig
h,
No
rth C
aro
lina 2
7613
Click t
o buy NOW!
AcroPlot Pro
w
ww.cadzation.com Click t
o buy NOW!
AcroPlot Pro
www.cadzation.com
0 1' 2' 4' 8' 12'
Graphic Scale
Ceiling PlanScale : 1/4" = 1'-0"
1A2.0
Ceiling Plan,Interior CaseworkDetails
A 2.1
12038
Sept. 25, 2012
Permit Set
©JL
H A
rchi
tect
ure
+ D
esig
n, In
c. e
xpre
ssly
rese
rves
its
com
mon
law
cop
yrig
ht &
oth
er p
rop
erty
rig
hts
in th
ese
pla
ns. T
hese
pla
ns a
re n
ot to
be
red
uced
, cha
nged
or c
opie
d in
any
form
or m
att
er w
hats
oeve
r, no
r are
they
to b
e as
signe
d to
any
third
par
ty w
ithou
t firs
t obt
aini
ng th
e ex
pres
sed
writ
ten
perm
issio
n &
con
sent
of J
LH A
rchi
tect
ure
+ D
esig
n, In
c.
Sheet Title:
Sheet Number:
Date:
Project:
Revisions
No. / Description / Date
This sheet is formatted for a24" x 36" print. If this printdoes not measure that -
refer to the graphic scale.
john l. harveyArchitecture + Design, Inc.
2128 Old Forest DriveHillsborough, NC 27278office: (919) 883-1966cell: (919) 323-1473email:[email protected]
www.harveyarchitecture.com
Ko
Ko
Fit
clu
bN
ew U
pfit
- S
ton
ehen
ge
Mar
ket
74
28 C
ree
dm
oor
Road
Ra
leig
h,
No
rth C
aro
lina 2
7613
Click t
o buy NOW!
AcroPlot Pro
w
ww.cadzation.com Click t
o buy NOW!
AcroPlot Pro
www.cadzation.com