14004 Permit Set 24mar2014[7] - Marlin Design Build · 2014. 3. 26. · A2.2 ReflectedCeilingPlan A3.0 InteriorElevations Daylight Donuts Up-Fit Drawings TENANT: Daylight Donuts CONTRACTOR:

DRAWING INDEX ARCHITE CTURAL

A0.1 Cover Sheet, Location / Site Plan, Drawing Index A1.0 Code Summary - Appendix "B" A1.1 Life Sa fe ty Plan A1.2 Existing F loor Plan A2.0 F irst F loor Plan & Schedules A2.1 K itchen Equ ipment Plan A2.2 Reflected Ceiling Plan A3.0 Interior Elevations

D a y l i g h t D o n u t sU p-F i t D r a w i n g s

TENANT: Daylight DonutsC ONTRACTOR: Marlin Design + Build , Cary, NCARC HITE CT: John L. Harvey Architecture + Design, Inc.Hillsborough, NC 27278MEP ENGINEERING: Map le Eng ineering , Ra le igh, NC

Location/Key PlanScale : N.T.S.

1A0.1

North

ExistingParking

Timber Drive

Ave

rsb

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Blvd

RENOVATED TENANT SPACE - (shown cross hatched)1863 Aversboro Rd - Proposed tenant space for newDaylight Donuts

EXISTING BUILDING SITE -Wake County GIS Pin #1710440477 - no alteration onexterior of building or site

EXISTING BUILDING - allowable area calculations onsheet A1.0 are based upon this area.

A 0 .1

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T h i s s h e e t is f or m a tt e d for a2 4" x 3 6" p ri n t . If t h i s p rin td o e s n o t m e a s ur e t h a t -

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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: __Daylight Donuts ____________________________________________________Address: __ 1863 Aversboro Road Garner, North Carolina 27529_____________Suite #:___ ____Owner or Authorized Agent: __Dan Farmer Phone: (919) 291-6736Email: __ [email protected] ____________________ Fax: ______________________________Owned By: Privately City/CountyState Code Enforcement Jurisdiction: City CountyCity/County Name of Jurisdiction: Garner

PROJECT SUMMARY: The space is currently vacant and the tenant would like to up-fit the space intoa B occupancy (A-2 use with less than 50 occupants) for a Daylight Donut store. The space was neveroccupied.

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 seating area, serving area,and kitchen. New walls, ceiling, casework, kitchen equipment, light fixtures, mechanical diffusers, andmovable seating will be installed.

Code Compliance Summary: Up-fit 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] l __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] 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______________ ____________ ____________ (____)_______ ______________

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 Alterat ion 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: _Vacant _____________

Proposed Occupancy: _ B Occupancy - A-2 Restaurant with less than 50 occupants

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-5Insti tutional: 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-4Storage: S-1 S-2 High-piled

S-1 SPECIAL CONDITION: Repair Garage (406.6)S-2 SPECIAL CONDITION -- Parking Garage: Open (406.3) Enclosed (406.4)

Utility and MiscellaneousOther Uses: B

Accessory Uses (Indicate Percentages): _ _NA__________________________________________Incidental Uses: _ NA ____________________________________________________________

Special Occupancies: 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421

Mixed Occupancy: No Yes Separation: __________Exception: ___________________________________________________

Non-Separated Mixed 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 FO R NEW, ADDITION, CHANGE OF USE, AND INTERIOR COMPLETIO NS

EXTERIORWALL

ACTUALLENGTH

OPENLENGTH

WIDTH OFPUBLIC WAY OR

OPEN SPACE

North - ’ - ’ >30’ South - ’ - ’ >30’

East - ’ - ’ >30’West - ’ - ’ >10’Total -’ P -’ F W

INCRE ASE FRONTAGE ______0____________%SPRI NKLERS _____________300___________%FROM PREVIOUS PERMIT

FRONTAGE INCREASE FORMULA ALOWAB LE AREA FORMULA

If = 100( F – 0.25) WP 30

< 1

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

MO ST RESTRICTIVE USE(GROUP )

ALLOWABLE HEIGHT(TABLE 503)

INCREASE FOR SPRIN KLERS SHOWN ON PLANS CODEREFERENCE

Type of Construction Type _IIB Type _IIB_ Table 601Building 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-TOTALBasementGround Floor 1,466 Tenant 0 1,466 TenantMezzanine2nd Floor 3rd Floor 4th Floor

TOTAL 1,466 Tenant 0 1,466 Tenant

Area of Project Tenant/Alteration/Renovation: ____Existing Tenant Space 1,466 s.f._____________Area of Construction: ______1,466 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

RATINGBUILDINGELEMENT

FIRESEPARATION

DISTANCE(FEET)

REQ'D* PROVIDED

(W/____ HR*REDUCT ION)

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/CEast 30 0 N/CWest 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 - N/CParty/Fire Wall Separation 0 N/CIncidental Use Separation 0 N/CDwelling/Sleeping unit Separation 0 N/ASmoke Barrier Separation 0 N/CTenant Separation - 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 PROJECTS

CHECK IF THE FOLLOWING ARE PRESENT AND INDICATE BY A WALL LEGEND ON ALL PLANS Fire Part itions 708 Fire Walls 705 Fire Barriers 706 Smoke Partitions 710 Smoke Barriers 709 Shaft Enclosure 707

LIFE SAFETY SYSTEM REQUIREMENTSTHIS SECTION REQUIRED FOR ALL PROJECTS

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 PROJECTSSEE SHEET A1.1

MINIMUM2

NUMBER OF EXITSTR AVEL DISTANCE ARRANGEMENT MEANS OF

EGRESS1,3 (SECTION 1015.2)FLOOR, ROOMAND/OR SPACEDESIGNATION REQUIRED SHOWN ON

PLANSALLOWABLE

TRAVEL DISTANCE(TABLE 1015.1)

ACTUAL TRAVELDISTANCE

SHOWN ONPLANS

REQUIREDDISTANCEBETWEEN

EXIT DOORS

ACTUALD ISTANCESHOWN ON

PLANS

FIRSTFLOOR

1 2 250’ 81’ 40’ 80’

1 Corridor dead ends (Section 1017.3)2 Single exit s (Section 1015.1; Sect ion 1019.2)3

OCCUPANT LOAD AND EXIT WIDTHTHIS SECTION REQUIRED FOR ALL PROJECTS

SEE SHEET A1.1

(a) (b) (ayb) (c) EXIT WIDTH (in)2,3,4,5

EGRESS WIDTHPER OCCUPANT(TABLE 1005.1)

REQUIRED WIDTH(SECTION 1005.1)

(ayb) x c

ACTUAL WIDTHSHOWN ON PLANS

USE GROUP

AND/OR SPACE

DESIGNATIONAREA1

SQ. FT.AREA1

PE ROCCU-PANT

NUMBERO F

OCCU-PANTS

STAIR LEVEL STA IR LEVEL STA IR LEVEL

BUSINESS AREA 1,466 100 23 0.3 0.2 - 4.6 36”

SEE SHEET A1.1 FOR BREAKDOWN OF SPACES & SQUARE FOOTAGESTotal # of Occupants 23

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 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)

ASSEMBLY OCCUPANCY INFORMATIONTHIS SECTION FOR ASSEMBLY USE AREA(S)

Space Area - SF Occupant Occupant Exit ExitDescription Load Factor Load Width Quantity__ _ __ _ _ __ _ _

TOTAL___ __

PLUMBING FIXTURE REQUIREMENTSTHIS SECTION REQUIRED FOR ALL PROJECTS

WATERCLOSETS LAVATORIES DRINKING FOUNTA INSOCCUPANCYMALE FEMAL E

URINALSMAL E FEMALE

SHOWERS/TUBS REGU LAR ACCESSIBLE

23OCCUPANTS

1 unisex 0 1 unisex - 0 0

Total Required 1 unisex 0 1 unisex - 0 0Total Provided 1 unisex 0 1 unisex 0 0 0See sheet A 1.1 for more information on square footage per occupancy

BUILD INGDRAIN SIZE

NUMBER OFBUIL DING

DRAINS

TOTALFIX TURE UN IT

LOAD

WATERSERVICE SIZE

NU MBER OFWATER

SERVICES

TOT ALFIXTURE

UNIT LO AD

NOTES

Structural Design Loads

1Structure Conforms to "Conventional Light Frame Provisions 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 Exposu re (If multiple exposures are used indicate directions)

24 Internal Pressure Coefficient

25 Componen ts and Cladding Loads =(If elements are no t 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 Occupancy Category31 Mapped Spectral Response Acceleration Ss

32 Mapped Spectral Response Acceleration S1

33 Site Class (Provide soils report if Site Class is not "D" )

34 Spectral Response Coefficient, Sds =35 Spectral Response Coefficient, Sd1 =

36 Seismic Design Category =

37 Building (Structural) System

38 Basic Seismic Force Resisting System39 Seismic Response Coefficient (Cs) =

40 Response Modification Facto r, 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 De ep Foundation Type48 De ep Foundation Allowable Loads TONS, downward49 Uplift KIPS50 Lateral KIPS

ACCESSIBLE PARKING

LOT OR PARKINGAREA

TOTAL # OF PARKING SPACES # OF ACCE SSIBLE SPACES PROVIDED TOTAL #ACCESSIBLEPROVIDED

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 Department 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 specia l attribute required to meet the energy codeshall also be provided. Ea ch 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. a llowable 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/Vert ical requirement ___________________Slab heated ___________

ELECTRICAL SUMMARY

ELECTRICAL SYSTEM AND EQUIPMENTTHIS SECTION REQUIRED FOR ALL PROJECTS T HAT INCLUDE ELECTRICAL DESIGN


Lighting ScheduleLamp 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 _________________

Equipment schedules with motors (not used for me chanical 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


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__X_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 plumbing systemOther__See MEP Plans_________________________________________________________________________________________________________________________________________________________________Sprinkler__X_Install complete sprinkler system

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_____________________________________________________________________________________________________________________________________________________________________________________

Electrical____House panel____Service laterals to meter centers/panels located on buildings____Demise wall and ceilings only____Conduit , duct, raceway in slab____Power and l ighting 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 ofthis project. Provide specific details and incorporate into plan submittal any supporting 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___________________________________________________________

BOTH BUILDING AND TENANT MUST BE INDICATED ON CHART BELOW

STO RYNO.

OC CU P AN CY(A)

B LDG AR EAPER STOR Y

(AC TU AL)

(B)TAB LE

5035 AREA

(C)% O PENS PA CE

IN CR EAS E1

(D)%

SPRIN K LER

IN CR EAS E2

(E)A LLOW AB LEFLO OR A REA

ORU NLIM ITED

3

RA TIO O FAC TU AL

/ALLO WA BLE

(F)M AX IM U MBU ILD IN G

ARE A4

SEP A RA TIONRA TIN G

REQ UIR ED

1 A -2 22,320 9,500 0 28,500 28,500 78% 28,500 N/A

Based upon information available on Wake County GIS

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 = - f t (F)b. Total Building Perimeter = -__ f t (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 = ___ 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); G roup A motion picture (507.10); Malls (507.11); and H-2 aircraft paint hangers (507.8).

A p p e n d ix B

A 1 .0

1 4 0 0 4

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P er m it S e t

©JLHArchitecture+Design,Inc.expresslyreservesitscommonlawcopyright&otherpropertyrightsintheseplans.Theseplansarenottobereduced,changedorcopiedinanyform

orm

atterwhatsoever,noraretheytobeassignedtoanythirdpartywithoutfirstobtainingtheexpressedwrittenpermission&consentofJLHArchitecture+Design,Inc.



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Life Safety PlanA1.1

EXIT

Dining

Restrm

Office

Kitchen

Storage

ServiceCounter

Passage

MAIN EXIT

Scale : 1/4" = 1'-0"1

0 1' 2' 4' 8' 12'

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3 / 2 4 / 2 0 1 4

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Kitchen Equipment PlanScale : 1/4" = 1'-0"

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3 / 2 4 / 2 0 1 4

Reflected Ceiling PlanScale : 1/4" = 1'-0"

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3 / 2 4 / 2 0 1 4

Interior Elevation - RestroomScale : 1/4" = 1'-0"

4A3.0

B CA

Interior Elevation - KitchenScale : 1/4" = 1'-0"

1A3.0

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Scale : 1/4" = 1'-0"3

A3.0Interior Elevation - Kitchen

A

Interior Elevation - CounterScale : 1/4" = 1'-0"

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3 / 2 4 / 2 0 1 4

Documents

14004 Permit Set 24mar2014[7] - Marlin Design Build · 2014. 3. 26. · A2.2 ReflectedCeilingPlan A3.0 InteriorElevations Daylight Donuts Up-Fit Drawings TENANT: Daylight Donuts CONTRACTOR: