DRAWING INDEX CIVIL COVER SHEET C1.0 EXISTING CONDITIONS & DEMOLITION C1.1 SITE AND GRADING PLAN ARCHITECTURE

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1 NEW MAINTENANCE AND STORAGE BUILDING CD SECOND SUBMITTAL 04/22/2015 REV BID SET 07/01/2015 NC WILDLIFE RESOURCES DRAWING INDE ms consultants, inc. engineers, architects, planners COMMISSION SCO#: Code: Item: 4Q06 A0.0 COVER SHEET CIVIL C0.0 COVER SHEET C1.0 EISTING CONDITIONS & DEMOLITION C1.1 SITE AND GRADING PLAN ARCHITECTURE 155 US 70 WEST Garner, North Carolina phone fax HOLLY SHELTER DEPOT 7471 SHAW HIGHWAY ROCKY POINT, NORTH CAROLINA A0.1 LIFE SAFETY PLANS A1.0 'PAN FLOOR PLAN SCHEDULES & DETAILS A2.0 ELEVATIONS AMD BUILDING SECTIONS A3.0 WALL SECTIONS & DETAILS STRUCTURAL S101 FOUNDATION PLAN AND DETAILS PLUMBING BUILDING SITE E G R I S T E R E D A R C H I T E C T CIVIL ENGINEER BNK, INC RALEIGH, NORTH CAROLINA STRUCTURAL ENGINEER STROUD PENCE AND ASSOCIATES RALEIGH, NORTH CAROLINA PLUMBING, MECHANICAL, ELECTRICAL ENGINEERS BURKE DESIGN GROUP RALEIGH, NORTH CAROLINA P1.1 PLUMBING SPECIFICATIONS P2.1 DWV PLAN P3.1 SUPPLY PLAN P4.1 COMPRESSED AIR PLAN P5.1 LP GAS PLAN MECHAINCAL M1.1 MECHANICAL SCHEDULES M2.1 HVAC PLAN ELECTRICAL E1.1 ELECTRICAL DETAILS AND SPECIFICATIONS E2.1 LIGHTING PLAN E3.1 POWER PLAN E4.1 ELECTRICAL PANEL SCHEDULES AND RISERS VICINITY MAP NOT TO SCALE 07/01/2015 PROFESSIONAL OF RECORD ERIC M. ELIZONDO NO EP. 6/30/16 NAME OF PROJECT ADDRESS: PROPOSED USE: CONTACT PERSON: OWNED BY: GROSS BUILDING AREA: FLOOR TOTAL INSTITUTIONAL MERCANTILE UTILITY AND MISC. SECONDARY OCCUPANCY: SPECIAL PROVISIONS: (ECEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) (REPRODUCE THE FOLLOWING DATA ON THE BUILDING PLANS SHEET 1 OR 2) 7471 SHAW HIGHWAY, ROCKY POINT NC STORAGE CODE ENFORCEMENT JURISDICTION: LEAD DESIGN PROFESSIONAL: DESIGNER ARCHITECTURAL CIVIL ELECTRICAL FIRE ALARM PLUMBING MECHANICAL SPRINKLER-STANDPIPE STRUCTURAL RETAINING WALLS>5' HIGH OTHER EISTING (SQ FT) I-3 CONDITION RESIDENTIAL APPENDI B NEW MAINTENANCE AND STORAGE BUILDING - HOLLY SHELTER DEPOT LYNN DUFRENE PHONE # ldufrene@msconsultants.com CITY/COUNTY 2012 EDITION OF NC CODE FOR: EISTING: Reconstruction BUlLDING DATA: CONSTRUCTION TYPE: SPRINKLERS: NO ALLOWABLE AREA PRIMARY OCCUPANCY: ASSEMBLY A-1 A-2 A-3 A-4 A-5 BUSINESS EDUCATIONAL FACTORY F-1 MODERATE F-2 LOW HAZARDOUS H-1 DETONATE H-2 DEFLAGRATE H-3 COMBUST H-4 HEALTH STORAGE S-1 MODERATE S-2 LOW HIGH-PILED PARKING GARAGE 1 2 R-1 R-2 R-3 R-4 OPEN 3 4 PRIVATE CITY ROCKY POINT COUNTY PENDER MIED CONSTRUCTION: NO YES TYPES PARTIAL NFPA 13 NFPA13R STANDPIPES: NO YES CLASS: I WET DRY FIRE DISTRICT: NO I-A I-B YES BUILDING HEIGHT 20'-3" FEET ONE MEZZANINE: NO YES 3,077 3,077 N/A II-A II-B New Construction III-A III-B IV V-A V-B NUMBER OF STORIES Addition 5 ENCLOSED NFPA 13D REPAIR GARAGE STATE CONSTRUCTED - ORIGINAL USE RENOVATED - CURRENT USE - 1ST FLOOR FIRM Alteration YES LYNN D. DUFRENE., AIA FLOOD HAZARD AREA: Repair NEW (SQ FT) H-5 HPM SPECIAL USES: NAME Upfit NO I-1 I-2 I-3 I-4 LICENSE # YES TELEPHONE ms consultants, inc. BASS, NION AND KENNEDY LYNN D. DUFRENE ROBBIE BELL (919) (919) ldufrene@msconsultants.com robbie.bell@bnkinc.com BURKE DESIGN GROUP BEN BURKE (919) benburke@nc.rr.com BURKE DESIGN GROUP BEN BURKE (919) benburke@nc.rr.com BURKE DESIGN GROUP BEN BURKE (919) benburke@nc.rr.com BURKE DESIGN GROUP BEN BURKE (919) benburke@nc.rr.com STATE STROUD PENCE & ASSOCIATES COLLETTE RAMIREZ (919) cramirez@stroudpence.com MIED OCCUPANCY: NO YES SEPARATION: ECEPTION: NON-SEPARATED USE ( ) THE REQUIRED TYPE OF CONSTRUCTION FOR THE BUILDING SHALL BE DETERMINED BY APPLYING THE HEIGHT AND AREA LIMITATIONS FOR EACH OF THE APPLICABLE OCCUPANCIES TO THE ENTIRE BUILDING THE MOST RESTRICTIVE TYPE OF CONSTRUCTION, SO DETERMINED, SHALL APPLY TO THE ENTIRE BUILDING. SEPARATED USE ( ) - SEE BELOW FOR AREA CALCULATIONS FOR EACH STORY, THE AREA OF THE OCCUPANCY SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL FLOOR AREA OF EACH USE DIVIDED BY THE ALLOWABLE FLOOR AREA FOR EACH USE SHALL NOT ECEED 1. STORY NO. DESCRIPTION (A) (B) (C) (D) (E) (F) 5 AND USE BLDG AREA TABLE 503 AREA FOR AREA FOR ALLOWABLE MAIMUM PER STORY AREA FRONTAGE SPRINKLER AREA OR BUILDING (ACTUAL) INCREASE1 INCREASE2 UNLIMITED 3 AREA 4 1st Floor S1 3,077 9,000 N/A N/A N/A N/A 1 PARENTHESIS IS 1ST FLOOR FRONTAGE AREA INCREASES FROM SECTION ARE COMPUTED THUS: a. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MINIMUM WIDTH = (F) (360) b. TOTAL BUILDING PERIMETER = (P) (850) c. RATIO (F/P) = (F/P) (.42) d. W=MINIMUM WIDTH OF PUBLIC WAY = (W) e. PERCENTAGE OF FRONTAGE INCREASE I f= 100 [F/P-0.25] W/30 = (%) (.17) 2 THE SPRINKLER INCREASE PER SECTION IS AS FOLLOWS: a. MULTI-STORY BUILDING I s= 200 PERCENT b. SINGLE STORY BUILDING I s= 300 PERCENT 3 UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTIONS GROUP B, F, M, S, A-4(507); GROUP A MOTION PICTURE (507.10); MALLS (402.6); AND H-2 AIRCRAFT PAINT HANGERS (507.8) 4 MAIMUM BUILDING AREA=TOTAL NUMBER OF STORIES IN THE BUILDING x E (506.4). 5 THE MAIMUM AREA OF PARKING GARAGES MUST COMPLY WITH THE MAIMUM AREA OF AIR TRAFFIC CONTROL TOWERS MUST COMPLY WITH TYPE OF CONSTRUCTION BUILDING HEIGHT IN FEET BUILDING HEIGHT IN STORIES BUILDING ELEMENT INCIDENTAL USE SEPARATION (508.2) THIS SEPARATION IS NOT EEMPT AS A NON-SEPARATED USE (SEE ECEPTIONS). ALLOWABLE (TABLE 503) ALLOWABLE HEIGHT HR. ACTUAL AREA OF OCCUPANCY A + ACTUAL AREA OF OCCUPANCY M ALLOWABLE AREA OF OCCUPANCY A + ALLOWABLE AREA OF OCCUPANCY M INCREASE FOR SPRINKLERS SHOWN ON PLANS TYPE II-B TYPE II-B FEET 22' STORIES 1 STORIES 1 FIRE PROTECTION REQUIREMENTS Life Safety Plan Sheet #, if Provided A0.1 FIRE SEPARATION DISTANCE (FEET) RATING REQ'D PROVIDED (W/ * REDUCTION) STRUCTURAL FRAME, INCLUDING COLUMNS, > 30' GIRDERS, TRUSSES BEARING WALLS ETERIOR NORTH EAST WEST SOUTH INTERIOR NONBEARING WALLS AND PARTITIONS > 30' ETERIOR NORTH EAST WEST SOUTH INTERIOR FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS SHAFTS-EIT SHAFTS-OTHER CORRIDOR SEPARATION OCCUPANCY SEPARATION PARTY/FIREWALL SEP. SMOKE BARRIER SEP. TENANT SEPARATION INCIDENTAL USE SEPARATION * INDICATE SECTION NUMBER PERMITTING REDUCTION + DETAIL# AND SHEET# DESIGN# FOR RATED ASSEMBLY + < = DESIGN # FOR RATED PENETRATION CODE REFERENCE DESIGN # FOR RATED JOINTS < 1.00 LIFE SAFETY SYSTEM REQUIREMENTS EMERGENCY LIGHTING: EIT SIGNS: FIRE ALARM: SMOKE DETECTION SYSTEMS: PANIC HARDWARE: 2 FLOOR, ROOM, OR MINIMUM NUMBER TRAVEL DISTANCE ARRANGEMENT MEANS OF 1,3 SPACE DESIGNATION OF EITS EGRESS (SECTION ) ACTUAL ALLOWABLE TRAVEL TRAVEL REQUIRED ACTUAL REQUIRED SHOWN ON DISTANCE DISTANCE DISTANCE DISTANCE PLANS (TABLE ) SHOWN ON BETWEEN SHOWN ON EIT DOORS PLANS PLANS 1ST FLR - STORAGE ' 42' 33' 61' 1ST FLR - MAINTENANCE ' 44' 24' 31' 4. SEE SECTION FOR CONVERGING EITS. 6. ASSEMBLY OCCUPANCIES (SECTION 1025) DESIGN LOADS: IMPORTANCE FACTORS: WIND (Iw) SNOW (Is) SEISMIC (Ie) LIVE LOADS: GROUND SNOW LOAD: WIND LOAD: NO NO NO NO NO SEISMIC DESIGN CATEGORY ROOF MEZZANINE FLOOR psf EIT WIDTH BASIC WIND SPEED EPOSURE CATEGORY WIND BASE SHEARS (FOR MWFRS) PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS: Vx = Vy = SIMPLIFIED STRUCTURAL DESIGN EARTHQUAKE psf psf psf mph (ASCE-7) Vx = EIT WIDTH (in) 2,3,4,5,6 5. THE LOSS OF ONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50 PERCENT OF THE TOTAL REQUIRED (SECTION ) Vy = SEISMIC USE GROUP SPECTRAL RESPONSE ACCELERATION Ss %g Si %g SITE CLASSIFICATION FIELD TEST PRESUMPTIVE HISTORICAL DATA BASIC STRUCTURAL SYSTEM (CHECK ONE) SEISMIC BASE SHEAR ANALYSIS PROCEDURE ARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED? LATERAL DESIGN CONTROL: EIT REQUIREMENTS NUMBER AND ARRANGEMENT OF EITS BEARING WALL BUILDING FRAME MOMENT FRAME SOIL BEARING CAPACITIES: FIELD TEST (PROVIDE COPY OF TEST REPORT) PRESUMPTIVE BEARING CAPACITY PILE SIZE, TYPE, AND CAPACITY YES YES YES YES YES 1 CORRIDOR DEAD ENDS (SECTION ) 2 BUILDINGS WITH SINGLE EITS (TABLE ), SPACES WITH ONE MEANS OF EGRESS (TABLE ) 3 COMMON PATH OF TRAVEL (SECTION ) DUAL W/ SPECIAL MOMENT FRAME DUAL W/ INTERMEDIATE R/C OR SPECIAL STEEL INVERTED PENDULUM EQUIVALENT LATERAL FORCE WIND psf psf MODAL USE PLUMBING FITURE REQUIREMENTS existing toilet rooms located within 500' of the new facility, no new fixtures required. WATERCLOSETS MALE FEMALE ENERGY REQUIREMENTS: FLOORS OVER UNCONDTIONED SPACE DESCRIPTION OF ASSEMBLY N/A U-VALUE OF TOTAL ASSEMBLY R-VALUE OF INSULATION URINALS LAVATORIES SHOWER / MALE FEMALE TUBS TOTAL # OF PARKING SPACES REQUIRED PROVIDED ACCESSIBLE PARKING SPECIAL APPROVALS DRINKING FOUNTAINS REGULAR ACCESSIBLE # OF ACCESSIBLE SPACES PROVIDED REGULAR WITH 5' VAN SPACES WITH 8' ACCESS AISLE ACCESS AISLE TOTAL # ACCESSIBLE PROVIDED SPECIAL APPROVAL: (LOCAL JURISDICTION, DEPARTMENT OF INSURANCE, OSC, DPI, DHHS, ICC, etc., DESCRIBE BELOW) THE FOLLOWING DATA SHALL BE CONSIDERED MINIMUM AND ANY SPECIAL ATTRIBUTE REQUIRED TO MEET THE ENERGY CODE SHALL ALSO BE PROVIDED. EACH 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 THE ALLOWABLE ANNUAL ENERGY COST BUDGET USE GROUP (a) (b) (c) OR SPACE 1 1 DESCRIPTION AREA AREA CALCULATED EGRESS WIDTH REQUIRED WIDTH ACTUAL WIDTH SQ, FT. PER OCCUPANT PER OCCUPANT (SECTION ) SHOWN ON PLANS THERMAL ENVELOPE OCCUPANT LOAD (a/b) (TABLE ) (a/b) x c (TABLE METHOD OF COMPLIANCE: PERSCRIPTIVE ) STAIR LEVEL STAIR LEVEL STAIR LEVEL PERFORMANCE ENERGY COST BUDGET 1st Flr - Stor 1, " 72" 1st Flr - Maint 1, " 72" ROOF/CEILING ASSEMBLY STANDING SEAM ROOF PANEL WITH VINYL FACED R-10 + R-19 AT DESCRIPTION OF ASSEMBLY REPAIR SHOP AND R-19 AT STORAGE, BOTH WITH R-3.5 THERMAL BLOCKS FOR 1 inch = 25.4 mm, 1 square foot = 0.929m 2 U-VALUE OF TOTAL ASSEMBLY.0345 &.0526 SI: R-VALUE OF INSULATION.0345 &.0526 SKYLIGHTS IN EACH ASSEMBLY YES NO ADDITIONAL R OR U VALUE 1. SEE TABLE TO DETERMINE WHETHER NET OR GROSS AREA IS APPLICABLE U-VALUE OF SKYLIGHT SEE DEFINITION "AREA, GROSS" AND "AREA, NET" (SECTION 1002) TOTAL SQUARE FOOTAGE OF SKYLIGHTS IN EACH ASSEMBLY 2. MINIMUM STAIRWAY WIDTH (SECTION ); MIN. CORRIDOR WIDTH (SECTION ); MIN. DOOR WIDTH (SECTION ) 3. MINIMUM WIDTH OF EIT PASSAGEWAY (SECTION ) PARTIAL SEE STRUCTURAL A B C D 1ST FLR NEW REQUIRED LOT OR PARKING AREA TOTAL ETERIOR WALLS #1 DESCRIPTION OF ASSEMBLY METAL WALL PANELS AND VINYL FACED BATT INSULATION - CONTINUOUS R-19 U-VALUE OF TOTAL ASSEMBLY.0526 R-VALUE OF INSULATION 19 OPENINGS (WINDOWS OR DOORS W/GLAZING) U-VALUE OF ASSEMBLY NA SHADING COEFFECIENT PROJECTION FACTOR LOW E REQUIRED, IF APPLICABLE DOOR R-VALUES 12 WALLS ADJACENT TO UNCONDITIONED SPACES DESCRIPTION OF ASSEMBLY 5/8" GYP BD OVER 6" - 25GA MTL STUDS WITH R-13 BATT INSULATION U-VALUE OF TOTAL ASSEMBLY.077 R-VALUE OF INSULATION R-13 OPENINGS (WINDOWS OR DOORS W/GLAZING) U-VALUE OF ASSEMBLY N/A SHADING COEFFECIENT PROJECTION FACTOR LOW E REQUIRED, IF APPLICABLE DOOR R-VALUES WALLS BELOW GRADE DESCRIPTION OF ASSEMBLY U-VALUE OF TOTAL ASSEMBLY R-VALUE OF INSULATION N/A FLOOR SLAB ON GRADE DESCRIPTION OF ASSEMBLY 4" Conc Slab / Vapor Barrier / 4" Stone / Compacted Soil U-VALUE OF TOTAL ASSEMBLY.25 R-VALUE OF INSULATION 4 HORIZONTAL/VERTICAL REQUIREMENT 1" Horiz Insulation Brd SLAB HEATED N/A ELECTRICAL SUMMARY: EISTING ELECTRICAL SYSTEM AND EQUIPMENT PRESCRIPTIVE LIGHTING SCHEDULE MECHANICAL SUMMARY: EISTING WINTER DRY BULB SUMMER DRY BULB RELATIVE HUMIDITY METHOD OF COMPLIANCE PERFORMANCE LAMP TYPE REQUIRED IN FITURE NUMBER OF LAMPS IN FITURE BALLAST TYPE USED IN THE FITURE NUMBER OF BALLASTS IN THE FITURE TOTAL WATTAGE PER FITURE TOTAL INTERIOR WATTAGE SPECIFIED VS ALLOWED TOTAL ETERIOR WATTAGE SPECIFIED VS ALLOWED MOTOR HORSEPOWER NUMBER OF PHASES MINIMUM OF EFFICIENCY MOTOR TYPE # OF POLES MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT PRESCRIPTIVE THERMAL ZONE WINTER DRY BULB SUMMER DRY BULB INTERIOR DESIGN CONDITIONS METHOD OF COMPLIANCE ENERGY COST BUDGET ENERGY COST BUDGET EQUIPMENT SCHEDULES WITH MOTORS (NOT USED FOR MECHANICAL SYSTEMS) CLIMATE ZONE BUILDING HEAT 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 OUTPUT, IF OVERSIZED, STATE REASON LIST EQUIPMENT EFFICIENCIES EQUIPMENT SCHEDULES WITH MOTORS (MECHANICAL SYSTEMS) MOTOR HORSEPOWER NUMBER OF PHASES MINIMUM EFFICIENCY MOTOR TYPE # OF POLES SEE ELECTRICAL SEE MECHANICAL ms consultants, inc. engineers, architects, planners 155 US 70 WEST Garner, North Carolina phone fax North Carolina Wildlife Resources Commission New Maintenance and Storage Building Holly Shelter Depot 7471 Shaw Highway Rocky Point, NC SCO# Code Item - 4Q06 COVER SHEET DECEMBER 15, 2013 LDD LDD P A0.0 04/22/15

2 C 2014 BASS, NION & KENNEDY, INC. EPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NION & KENNEDY, INC. SYMBOLS AND ABBREVIATIONS ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT HOLLY TWSP STANDARDS AND SPECIFICATIONS BASS, NION & KENNEDY, INC. NC HWY 53 SITE NORTHEAST CAPE FEAR RIVER SHAW HWY SR 1520 VOGLER DRIVE NC HWY 210 NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE WITH STATE OF NORTH CAROLINA BUILDING CODES AND NCDOT STANDARDS AND SPECIFICATIONS VICINITY MAP N.T.S. CONSTRUCTION NOTES HOLLY SHELTER DEPOT SHOP BUILDING SUBMITTAL COR TRANS. NO.

3 // // ms consultants, inc. engineers, architects, planners 155 US 70 WEST Garner, North Carolina phone fax LEGEND E. FLOODWAY (AE) ELEV = 15.4' E. 100 YR FLOODWAY (AE) ELEV = 15.4' E. 500 YR FLOODWAY (0.2% ANNUAL CHANCE FLOOD HAZARD) North Carolina Wildlife Resources Commission New Maintenance and Storage Building Holly Shelter Depot 7471 Shaw Highway Rocky Point, NC SCO# -? PROGRESS EISTING CONDITIONS AND DEMOLITION PLAN PER SCO COMMENTS IP KRB NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE WITH STATE OF NORTH CAROLINA BUILDING CODES AND NCDOT STANDARDS AND SPECIFICATIONS SCALE IN FEET C1.0

4 SITE DATA SIDEWALK ADDITION AND PROPANE TANK RELOCATED REV BID SET ms consultants, inc. engineers, architects, planners 155 US 70 WEST Garner, North Carolina phone fax ENLARGED GRADING PLAN SCALE: 1" = 20' SITE PLAN SCALE: 1" = 30' LEGEND NEW OR ADDITIONAL COMPACTED STONE E. FLOODWAY (AE) ELEV = 15.4' E. 100 YR FLOODWAY (AE) ELEV = 15.4' E. 500 YR FLOODWAY (0.2% ANNUAL CHANCE FLOOD HAZARD) North Carolina Wildlife Resources Commission New Maintenance and Storage Building Holly Shelter Depot 7471 Shaw Highway Rocky Point, NC SCO# -? PROGRESS SITE AND GRADING PLAN PER SCO COMMENTS IP KRB NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE WITH STATE OF NORTH CAROLINA BUILDING CODES AND NCDOT STANDARDS AND SPECIFICATIONS C1.1

5 CD SECOND SUBMITTAL 04/22/2015 REV BID SET 07/01/2015 I S T E R E D A R C H I T R E G E C T 07/01/2015 PROFESSIONAL OF RECORD ERIC M. ELIZONDO NO EP. 6/30/16 ms consultants, inc. engineers, architects, planners 155 US 70 WEST Garner, North Carolina phone fax North Carolina Wildlife Resources Commission New Maintenance and Storage Building Holly Shelter Depot 7471 Shaw Highway Rocky Point, NC SCO# Code Item - 4Q06 04/22/15 1 LIFE SAFETY PLAN SCALE: 1/8" = 1'-0" 1 LIST OF ALTERNATES: ALTERNATE GC-1 IS AN "ADD" FOR CONTRACTOR TO PROVIDE A BRIDGE CRANE AS DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. THE ALTERNATE PRICE IS TO ADD THE COST OF THE EQUIPMENT AND INSTALLATION OF THE CRANE HOWEVER THE BASE BID SHOULD INCLUDE ALL COSTS ASSOCIATED WITH THE CONCRETE SLAB SUPPORT FOR THE CRANE. SHOULD THE OWNER DECIDE NOT TO INSTALL THE CRANE AT THIS TIME THE PROVISIONS FOR THE CRANE, WITH THE ECEPTION OF THE ELECTRICAL SERVICE, SHALL BE IN PLACE FOR A FUTURE INSTALLATION. ALTERNATE GC-2 IS AN "ADD" FOR CONTRACTOR TO PROVIDE THE FURNITURE SHOWN ON THE DRAWINGS AND INCLUDED WITHIN THE SPECIFICATIONS. THE FURNITURE SHOULD BE PURCHASED, ASSEMBLED, AND INSTALLED AS SHOWN ON THE DOCUMENTS. ALTERNATE GC-3 IS AN ADD FOR CONTRACTOR TO PROVIDE ADDITIONAL TRANSLUCENT ROOF PANELS IN THE STORAGE AREA OF THE BUILDING TO MATCH THOSE TO BE INSTALLED IN THE MAINTENANCE SHOP OF THE BUILDING. ALTERNATE GC-4 IS AN "ADD" FOR CONTRACTOR TO PROVIDE INTERIOR BOLLARDS. ALTERNATE GC-5 IS AN "ADD" FOR CONTRACTOR TO PROVIDE AND INSTALL OUTSIDE GRAVEL. LIFE SAFETY PLAN LDD LDD P A0.1

6 07/01/2015 TE RED ARC REG IS REV BID SET H EC T SCALE: 1/4" = 1'-0" 04/22/2015 IT 3 DOOR AND FRAME ELEVATIONS CD SECOND SUBMITTAL 1 07/01/2015 PROFESSIONAL OF RECORD ERIC M. ELIZONDO NO EP. 6/30/16 ms consultants, inc. engineers, architects, planners 155 US 70 WEST Garner, North Carolina phone CABINET ELEVATIONS SCALE: 3/8" = 1'-0" 5 TYPICAL INTERIOR WALL SECTIONS fax SCALE: 1" = 1'-0" 2 ROOF PLAN SCALE: 1/8" = 1'-0" North Carolina Wildlife Resources Commission New Maintenance and Storage Building Holly Shelter Depot 7471 Shaw Highway Rocky Point, NC SCO# Code Item - 4Q06 04/22/15 FIRST FLOOR PLAN ELEVATIONS DOOR AND FRAME SCHEDULES LDD LDD P HEAD AND JAMB DETAILS SCALE: 1 1/2" = 1'-0" 1 FLOOR PLAN SCALE: 1/8" = 1'-0" A1.0

7 IS 07/01/2015 TE RED ARC REG 5 REV BID SET SCALE: 1/8" = 1'-0" H I CT SCALE: 1/8" = 1'-0" BUILDING ELEVATION 04/22/2015 TE 9 6 BUILDING SECTION BUILDING ELEVATION CD SECOND SUBMITTAL SCALE: 1/4" = 1'-0" 07/01/2015 PROFESSIONAL OF RECORD ERIC M. ELIZONDO NO EP. 6/30/16 ms consultants, inc. engineers, architects, planners 155 US 70 WEST Garner, North Carolina phone fax BUILDING SECTION 4 SCALE: 1/4" = 1'-0" BUILDING ELEVATION SCALE: 1/8" = 1'-0" 3 North Carolina Wildlife Resources Commission New Maintenance and Storage Building Holly Shelter Depot 7471 Shaw Highway Rocky Point, NC SCO# Code Item - 4Q06 BUILDING ELEVATION SCALE: 1/8" = 1'-0" 04/22/15 1 FIRST FLOOR PLAN BUILDING SECTION ELEVATIONS LDD LDD P BUILDING SECTION SCALE: 1/4" = 1'-0" 2 BUILDING SECTION SCALE: 1/4" = 1'-0" 1 BUILDING SECTION SCALE: 1/4" = 1'-0" A2.0

8 04/22/2015 REV BID SET 07/01/2015 TE RED ARC HI CT REG TE IS CD SECOND SUBMITTAL 07/01/2015 PROFESSIONAL OF RECORD ERIC M. ELIZONDO NO EP. 6/30/16 ms consultants, inc. engineers, architects, planners 155 US 70 WEST Garner, North Carolina phone fax North Carolina Wildlife Resources Commission New Maintenance and Storage Building Holly Shelter Depot 7471 Shaw Highway Rocky Point, NC SCO# Code Item - 4Q06 04/22/15 FIRST FLOOR PLAN LDD LDD 4 WALL SECTION SCALE: 3/4" = 1'-0" 3 WALL SECTION SCALE: 3/4" = 1'-0" 2 WALL SECTION SCALE: 3/4" = 1'-0" 1 WALL SECTION SCALE: 3/4" = 1'-0" P A3.0

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