RE-ADVERTISEMENT - Landfill New Scale Project

LEGEND
1 ELEVATION REFERENCE
SHEET NO. SPACE TAG
CONCRETE 2 A101 DRAWING NO. Name ROOM NAME
NORTH ARROW
STONE FILL 101 ROOM NO.
CONCRETE MASONRY 3 ELEVATION REFERENCE 150 SF ROOM INFO.
CENTERLINE
BRICK ROOM TAG
COLUMN CENTERLINE Name ROOM NAME
STEEL 1 SIM
1
101 ROOM NO.
ALUMINUM A101 DRAWING NO. 5100 UNICON DR. SUITE 103
WAKE FOREST, NC 27587
10'-0" ELEVATION LEVEL SHEET NO.
PLYWOOD
PHONE: 919.876.5331
F.F.E.
FINISH WOOD SECTION REFERENCE DOOR TAG
100.00 SPOT ELEVATION eddie@gontramarchitecture.com
SIM 101
www.gontramarchitecture.com
GYPSUM WALLBOARD 1
A101 C Copyright 2025
EARTH REVISION AREA DRAWING NO.
SHEET NO. WINDOW TAG THESE DOCUMENTS ARE INSTRUMENTS
BATT. INSULATION
OF SERVICE AND AS SUCH REMAIN THE
REVISION NUMBER 01 PROPERTY OF THE ARCHITECT. PUBLISH
RIGID INSULATION 1 DETAIL REFERENCE OR USE THEM ONLY WITH THE
SIM ARCHITECT'S EXPRESSED WRITTEN
APPROVAL.
1 BLOCKING 22'-11" CEILING ELEVATION A101 WALL TAG
1t
DRAWING NO.
SHEET NO.
ABBREVIATIONS
A.B. ANCHOR BOLT E EAST INT. INTERIOR REQD. REQUIRED
ACOUST. ACOUSTICAL EA EACH J.B. JOIST BEARING RESIL. RESILIENT
ACT ACOUSTICAL CEILING TILE E.B. EXPANSION BOLT JT. JOINT REV. REVISION
A.F.F. ABOVE FINISH FLOOR E.I.F.S. EXTERIOR INSULATION FINISH SYSTEM LAM. LAMINATED RM ROOM
ALUM. ALUMINUM E.J. EXPANSION JOINT LF LINEAR FEET R.O. ROUGH OPENING
ISSUED:
APPROX. APPROXIMATELY EL. ELEVATION (FLOOR) LG LONG, LARGE RQMTS. REQUIREMENTS
ARCH. ARCHITECT, ARCHITECTURAL ELEV. ELEVATION LLH LONG LEG HORIZONTAL RTU ROOF TOP UNIT ARCHITECT:
BD. BOARD ELEC. ELECTRICAL LLV LONG LEG VERTICAL R.W.L. RAIN WATER LEADER Revised: 05/14/2026 Revision # 3
BLDNG. BUILDING EQ. EQUAL L.P. LOW POINT SCHED. SCHEDULE GONTRAM ARCHITECTURE, INC
BLK. BLOCK EQUIP. EQUIPMENT MAS. MASONRY S.F. SQUARE FEET 5100 UNICON DR SUITE 103
BM. BEAM E/W EACH WAY MATL. MATERIAL SHT. SHEET
WAKE FOREST NC, 27587
B.O.S. BOTTOM OF STEEL EWC ELECTRIC WATER COOLER MAX. MAXIMUM SIM. SIMILAR
BRG. BEARING EXIST. EXISTING MECH. MECHANICAL S.M.S. SHEET METAL SCREW P:(919) 876-5331
BS BOTH SIDES EXP. EXPOSED, EXPANSION MED. MEDIUM SPECS SPECIFICATIONS eddie@gontramarchitecture.com
BTM. BOTTOM EXT. EXTERIOR MFR. MANUFACTURER SQ. SQUARE
BUR BUILT-UP ROOF F.D. FLOOR DRAIN MIN. MINIMUM S.S. STAINLESS STEEL
C.I. CAST IRON F.E. FIRE EXTINGUISHER MISC. MISCELLANEOUS STD. STANDARD STRUCTURAL ENGINEER:
C.J. CONTROL JOINT F.F.E. FINISH FLOOR ELEVATION M.O. MASONRY OPENING STL. STEEL
C.T. CERAMIC TILE F/O FACE OF M.R. MOISTURE-RESISTANT STOR. STORAGE
HARRIS STRUCTURAL DESIGN
CAB. CABINET FIN. FINISH M.R.G.B. MOISTURE-RESISTANT GYPSUM BOARD STRUCT. STRUCTURAL
3206 HERITAGE TRADE DR. STE. 116 CEM. CEMENTITIOUS FL./FLR. FLOOR MTD. MOUNTED SUSP. SUSPENDED
CG CORNER GUARD FLUOR. FLUORESCENT MTL. METAL T TREAD WAKE FOREST, NC 27587
CLR. CLEAR FDN. FOUNDATION N NORTH T/B TOP & BOTTOM P:(919) 556-6032
CLNG. CEILING F.S. FLOOR SINK N.I.C. NOT IN CONTRACT TEL TELEPHONE
thomas-hsd@nc.rr.com
CMU CONCRETE MASONRY UNIT FTG. FOOTING NO., # NUMBER T/O TOP OF
CO CLEAN OUT General contractor GENERAL CONTRACTOR NTS NOT TO SCALE T.O.M. TOP OF MASONRY
COL COLUMN GA. GAUGE O/A OVERALL T.O.S. TOP OF STEEL
CONC. CONCRETE GALV. GALVANIZED O.F.D. OVERFLOW DRAIN TH THICK(NESS)
PLUMBING,MECHANICAL AND
CONST. CONSTRUCTION GEN. GENERAL O/H OVERHEAD TYP. TYPICAL
CONT. CONTINUOUS GL. GLASS/GLAZING O/O OUT TO OUT U.L. UNDERWRITERS LABORATORY
ELECTRICAL ENGINEERS:
CONTR. CONTRACTOR GWB GYPSUM WALLBOARD O.C. ON CENTER U.O.N. UNLESS OTHERWISE NOTED
CPT. CARPET GYP. GYPSUM O.D. OUTSIDE DIAMETER V VOLT
CR CARTRAIL/CHAIRRAIL H HIGH OPNG. OPENING VCT VINYL COMPOSITION TILE
ATLANTEC ENGINEERS, P.A. now IMEG
CSX COUNTERSUNK HB HOSE BIBB OPP. OPPOSITE VERT. VERTICAL
D DEPTH HC HANDICAPPED P PAINT W WEST, WIDTH, WASTE, WIRE 3221 BLUE RIDGE RD., SUITE 113
DBL. DOUBLE HDW HARDWARE PC. PIECE W/ WITH RALEIGH, NC 27612
DEMO DEMOLITION H.M. HOLLOW METAL PL. PLATE W.C. WATER CLOSET
P:(919) 571-1111
DET. DETAIL HORIZ. HORIZONTAL PLAS. PLASTER, PLASTIC WD. WOOD
David.J. Whitney@imegcorp.com
DIA. DIAMETER H.P. HIGH POINT PLYWD. PLYWOOD WT WEIGHT
DN. DOWN HT. HEIGHT PTD. PAINTED WH, W/H WATER HEATER
DIM. DIMENSION HVAC HEATING, VENTILATION & AIR CONDITIONING QUAN. QUANTITY W/I WITHIN
CIVIL ENGINEERING:
D.O. DOOR OPENING I.D. INTERIOR DIAMETER Q.T. QUARRY TILE W/O WITHOUT
D.S. DOOR SWING INCL. INCLUDE R RADIUS, RISER WWF WELDED WIRE FABRIC
GARRETT & MOORE
DWG. DRAWING INSUL. INSULATION R.D. ROOF DRAIN X EXISTING TO REMAIN
PROJECT SITE
1029 WEST SOUTH STREET REINF. REINFORCING XTR EXISTING TO BE REMOVED
RALEIGH NC, 27603
VICINITY MAP
P: (919) 210-2844
bgarrett@garrett-moore.com
GENERAL NOTES
1.GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES FOUND IN THE PLANS, DETAILS AND/OR SPECIFICATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION.
SEPARATE CONTRACTS:
2.CONTRACTOR SHALL BEAR RESPONSIBILITY FOR VERIFYING COMPLIANCE OF SHOP DRAWINGS WITH THE CONTRACT DOCUMENTS PRIOR TO ORDERING MATERIALS OR BEGINNING
FABRICATION.
3.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK INCLUDED IN THE CONTRACT DOCUMENTS. ALL CORRESPONDENCE FROM THE SUBCONTRACTORS
SHALL BE THROUGH THE GENERAL CONTRACTOR INCLUDING, BUT NOT LIMITED TO:
.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND STATUTES, WHETHER SPECIFICALLY REFERENCED BY THE PLANS OR NOT.
SECURITY AND TELECOMMUNICATIONS: THE OWNER SHALL CONTRACT WITH SEPARATE FIRMS
TO PROVIDE SECURITY AND TELECOMMUNICATIONS EQUIPMENT AND INSTALLATION. GENERAL 5.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND SECURING REQUIRED INSPECTIONS.
CONTRACTOR SHALL PROVIDE BOXES AND CONDUIT AS INDICATED IN THESE DRAWINGS.
6.BUILDING SIGNAGE IS TO BE PROVIDED UNDER SEPARATE CONTRACT BY OTHERS.
FURNITURE: FURNITURE INDICATED IN PLAN SHALL BE PROVIDED BY THE OWNER UNLESS
7.GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SIGNAGE IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (A.D.A.), ICC/ANSI A117.1-2009, AND THE LATEST
EDITION OF THE NORTH CAROLINA BUILDING CODE OTHERWISE NOTED. THE OWNER SHALL BE RESPONSIBLE FOR SETTING THE FURNITURE IN
. PLACE. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FURNITURE
8.ALL MATERIALS ARE TO BE NEW UNLESS OTHERWISE NOTED.
DELIVERY, ENSURING ADEQUATE CLEARANCES, AND MAKING FINAL UTILITY CONNECTIONS, IF
9.ANY DEFECTIVE WORK AND ANY DAMAGE RESULTING THEREFROM SHALL BE REPAIRED AT NO COST TO THE OWNER ANY.
10.ALTHO . UGH THESE DRAWINGS ARE DRAWN TO SCALE, NO DIMENSIONS ARE TO BE DETERMINED BY SCALING THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES ARE TO BE ISSUED:
BROUGHT TO THE ATTENTION OF THE ARCHITECT.
11.CONTRACTOR IS RESPONSIBLE FOR REMOVING AND LEGALLY DISPOSING OF ALL REFUSE FROM THE PROJECT.
12.NO SMOKING WILL BE PERMITTED INSIDE THE PROJECT AREA.
13.CONTRACTOR SHALL PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL CONTRACTOR-SUPPLIED AND OWNER-SUPPLIED WALL-HUNG EQUIPMENT OR CASEWORK. CONFIRM
LOCATIONS WITH OWNER PRIOR TO INSTALLATION.
14.THE ADJACENT SITE MAY BE OCCUPIED BY THE PUBLIC DURING CONSTRUCTION. THE GENERAL CONTRACTOR. SHALL TAKE ALL PRECAUTIONS NECESSARY TO SAFEGUARD THE
HEALTH AND WELFARE OF THE PUBLIC. ALL REQUIRED MEANS OF EGRESS SHALL BE KEPT CLEAR AND ACCESSIBLE AT ALL TIMES.
15.THE GENERAL CONTRACTOR SHALL THOROUGHLY REVIEW MANUFACTURER'S LITERATURE AND SHOP DRAWINGS FOR ALL FIXTURES AND/OR EQUIPMENT (WHETHER PROVIDED BY
THE OWNER, TENANT OR CONTRACTOR) PRIOR TO ROUGH-IN FOR UTILITIES. CONFIRM ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK
DRAWN BY: APPROVED:
PJA EJG
16.LABEL ALL FIRE-RATED WALLS ABOVE CEILING AS REQUIRED BY NC BUILDING CODE 2018, SECTION 703.7. SUGGESTED WORDING: "__- HR RATED FIRE AND/OR SMOKE BARRIER.
PROTECT ALL OPENINGS."
PROJECT NO.: RECORD:
.
24039
17.THE GENERAL CONTRACTOR SHALL PROVIDE KNOX BOX, IF REQUIRED BY LOCAL JURISDICTION
CONTENTS:
.
SHEET:
G101
ESUOH
ELACS
WEN
YTNUOC
EROOM
ROF
YAW
FAEL
GNINRUT
654
51382
CN
NEEDREBA
NEW SCALE HOUSE
FOR MOORE COUNTY
456 TURNING LEAF WAY
ABERDEEN NC 28315
04/30/2025 FOR CONSTRUCTION
INDEX OF DRAWINGS
SHEET SHEET REVISION LATEST
# DESCRIPTION DATE # REVISION
GENERAL
G101 COVER SHEET 04/30/2025 3 05/14/2026
G102 BUILDING CODE SUMMARY, LIFE SAFETY PLAN 04/30/2025 1 09/12/2025
G201 ACCESSIBILITY REQUIREMENTS 04/30/2025
G202 ACCESSIBILITY REQUIREMENTS 04/30/2025
ARCHITECTURAL
A101 FLOOR PLAN, SCHEDULES 04/30/2025 1 09/12/2025
A201 ROOF PLAN, REFLECTED CEILING PLAN 04/30/2025 1 09/12/2025
A202 ROOFING DETAILS 04/30/2025
A401 DOOR, WINDOW, SCHEDULES AND DETAILS 04/30/2025 3 05/14/2026
A501 BUILDING ELEVATIONS 04/30/2025 2 04/09/2026
A502 BUILDING INTERIOR ELEVATIONS 04/30/2025
A601 BUILDING SECTION 04/30/2025 1 09/12/2025
A701 WALL SECTIONS 04/30/2025
A801 DETAILS 04/30/2025
AS101 ARCHITECTURAL SPECIFICATIONS 04/30/2025
AS102 ARCHITECTURAL SPECIFICATIONS 04/30/2025
AS103 ARCHITECTURAL SPECIFICATIONS 04/30/2025
AS104 ARCHITECTURAL SPECIFICATIONS 04/30/2025
AS105 ARCHITECTURAL SPECIFICATIONS 04/30/2025
STRUCTURAL
S001 GENERAL NOTES 02/27/2025
S101 STRUCTURAL PLANS AND DETAILS 02/27/2025 2 04/09/2026
PLUMBING
P001 PLUMBING NOTES, LEGENDS, DETAILS & FIXTURES SCHEDULE 04/30/2025 1 09/12/2025
P101 PLUMBING PLAN AND DETAILS 04/30/2025 1 09/12/2025
MECHANICAL
M101 MECHANICAL PLAN, NOTES, LEGEND, SCHEDULES, DETAILS 04/30/2025 2. 04/07/2026
ELECTRICAL
E001 ELECTRICAL SYMBOL LEGEND, NOTES, DETAILS 04/30/2025 2. 04/07/2026
E101 ELECTRICAL PLANS 04/30/2025 2. 04/07/2026
E201 POWER RISER, PANEL SCHEDULE 04/30/2025 2. 04/07/2026
04/30/2025
FOR CONSTRUCTION
Rev. Date Description
1 09/12/2025 OWNER COMMENTS
2 04/09/2026 OWNER COMMENTS
3 05/14/2026 OWNER COMMENTS
COVER SHEET

BUILDING CODE SUMMARY
2018 APPENDIX B
(A) (B) (C) (D)
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS STORY DESCRIPTION AND BLDG AREA TABLE 506.24 AREA FOR FRONTAGE ALLOWABLE FLOOR AREA OR ACCESSIBILITY PARKING
NO. USE PER AREA INCREASE 1,5 UNLIMITED 2,3
(SECTION 1106)
(EXCEPT FOR 1 AND 2- FAMILY DWELLINGS AND TOWNHOUSES) STORY (SEE CIVIL)
(ACTUAL)
1 BUSINESS (B) 422 9,000 9,000 LOT OR TOTAL # OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED TOTAL # ACCESSIBLE
NAME OF PROJECT: NEW SCALE HOUSE FOR MOORE COUNTY PARKING AREA REQUIRED PROVIDED 96" SPACES 132" SPACES PROVIDED
ADDRESS: 456 TURNING LEAF WAY. ABERDEEN, NC ZIP CODE: 28315
PROPOSED USE: NEW SCALE HOUSE CONTROL ROOM
OWNER OR AUTHORIZED AGENT: PHONE: E-MAIL:
1 Frontage area increases from Section 506.3 are computed thus: TOTAL
OWNED BY: CITY/COUNTY PRIVATE STATE
a. Perimeter which fronts a public way or open space having 20 feet minimum width = _______ (F)
CODE ENFORCEMENT JURISDICTION: CITY COUNTY MOORE STATE b. Total Building Perimeter = ________ (P)
c. Ratio (F/P) = ___________ (F/P)
d. W = Minimum width of public way = ________ (W)
PLUMBING FIXTURE REQUIREMENTS
CONTACT: EDMUND J. GONTRAM III, AIA GONTRAM ARCHITECTURE INC. e. Percent of frontage increaseI f = 100[F/P - 0.25] x W/30 = ________ (%)
2 Unlimited area applicable under conditions of Section 507.
(TABLE 2902.1)
DESIGNER: FIRM NAME LICENSE# TELEPHONE # E-MAIL 3 Maximum Building Area = total number of stories in the building x D (maximum3 stories) (506.2).
4 The maximum area of open parking garages must comply with Table 406.5.4.
ARCHITECT: GONTRAM ARCHITECTURE INC. EDMUND J. GONTRAM III, AIA 7177 (919) 876-5331 eddie@gontramarchitecture.com 5 Frontage increase is based on the unsprinklered area value in Table 506.2. USE WATERCLOSETS URINALS LAVATORIES SHOWERS/ DRINKING FOUNTAINS
TUBS
CIVIL: (NOT APPLICABLE) (NOT APPLICABLE) MALE FEMALE UNISEX MALE FEMALE UNISEX REGULAR ACCESSIBLE
ELECTRICAL: ATLANTEC ENGINEERS now IMEG DAVID WHITNEY, PE 17382 (919) 571-1111 David.J.Whitney@imegcorp.com EXISTING
FIRE ALARM: (NOT APPLICABLE) (NOT APPLICABLE) ALLOWABLE HEIGHT NEW 1 1
PLUMBING: ATLANTEC ENGINEERS now IMEG J. HARRISON HOLT, PE 49754 (919) 571-1111 Harrison.Holt@imegcorp.com REQUIRED 1 1 ** **
MECHANICAL: ATLANTEC ENGINEERS now IMEG PATRICK J. McCABE, PE 51195 (919) 571-1111 Patrick.J.Mccabe@imegcorp.com ALLOWABLE SHOWN ON PLANS CODE REFERENCE1
**NOTE: PER NCPC 410.2, DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 30 OR FEWER SPRK-STNDP: (NOT APPLICABLE) (NOT APPLICABLE)
BUILDING HEIGHT IN FEET (TABLE 504.3)2 H= 40 12 FT
STRUCTURAL: HARRIS STRUCTURAL DESIGN THOMAS HARRIS, PE 29465 (919) 556-6032 thomas-hsd@nc.rr.com
RET.WAL>5' H: (NOT APPLICABLE) (NOT APPLICABLE) BUILDING HEIGHT IN STORIES ( TABLE 504.4)3 S= 2 1
OTHER: (NOT APPLICABLE) (NOT APPLICABLE)
1 Provide code reference if the" Shown on Plans" quantity is not based on Table 504.3 or 504.4.
SPECIAL APPROVALS
2 The maximum height of air traffic control towers must comply with Table 412.3.1.
2018 NC BUILDING CODE: NEW BUILDING ADDITION RENOVATION 1st TIME INTERIOR COMPLETION 3 The maximum height of open parking garages must comply with Table 406.5.4. SPECIAL APP R O V A L : (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, etc. describe below )
SHELL/CORE PHASED CONSTRUCTION - SHELL/CORE (NOT APPLICABLE)
2018 NC EXISTING BUILDING CODE: PRESCRIPTIVE REPAIR CHAPTER 14 FIRE PROTECTION REQUIREMENTS
ALTERATION -LEVEL __________ HISTORIC PROPERTY CHANGE OF USE
BUILDING FIRE RATING DETAIL # DESIGN # DESIGN # DESIGN #
CONSTRUCTED: (date) CURRENT OCCUPANCY(S) (Ch.3) ELEMENT SEPARATION AND FOR RATED FOR RATED FOR RATED ENERGY SUMMARY
REQ'D PROVIDED
RENOVATED: (date) PROPOSED OCCUPANCY(S) (Ch.3) B DISTANCE (W/ _____* SHEET # ASSEMBLY PENETRATION JOINTS ENERGY REQUIREMENTS:
(FEET)
OCCUPANCY CATEGORY (Table 1604.5): Current: II Proposed: II REDUCTION) The following data shall be considered minimum and any special attribute required to meet the energy code shall also be provided.
STRUCTURAL FRAME- Each designer shall furnish the required portions of the project information for the plan data sheet. If performance method, state the
INCLUDING: COLUMNS,
SCOPE OF WORK: GIRDERS, AND TRUSSES annual energy cost for the standard reference design versus the annual energy cost for the proposed design
NEW 423 SQUARE FOOT BUILDING FOR SCALE CONTROL ROOM BEARING WALLS EXISTING BUILDING ENVELOPE COMPLIES WITH CODE: NO YES (the remainder of this section is not applicable)
EXTERIOR EXEMPT BUILDING: NO YES (provide code or statutory reference)
NORTH 0
CLIMATE ZONE: 3A 4A 5A
EAST 0
WEST 0 METHOD OF COMPLIANCE:
SOUTH 0 ENERGY CODE - PERFORMANCE ENERGY CODE - PRESCRIPTIVE OTHER
ASHRAE 90.1 - PERFORMANCE ASHRAE 90.1 - PRESCRIPTIVE
INTERIOR N/A If "other" specify source here
NONBEARING WALLS AND PARTITIONS
EXTERIOR WALLS
NORTH N/A THERMAL ENVELOPE (Prescriptive method only)
EAST N/A
ROOF/CEILING ASSEMBLY (each assembly)
WEST N/A SHINGLES OVER ICE/WATER SHIELD OVER EXTERIOR
BASIC BUILDING DATA
SOUTH N/A DESCRIPTION OF ASSEMBLY SHEATHING. BATT INSULATION IN ATTIC
CONSTRUCTION TYPE: I-A II-A III-A IV V-A INTERIOR WALLS AND PARTITIONS 0 U-VALUE OF TOTAL ASSEMBLY .025
FLOOR CONSTRUCTION- R-VALUE OF INSULATION R-38
I-B II-B III-B V-B INCLUDING SUPPORTING BEAMS AND
JOISTS. N/A SKYLIGHTS IN EACH ASSEMBLY N/A
U-VALUE OF SKYLIGHT N/A FLOOR CEILING ASSEMBLY N/A
SPRINKLERS: NO PARTIAL YES NFPA 13 NFPA 13R NFPA 13D TOTAL SQUARE FOOTAGE OF SKYLIGHTS IN EACH ASSEMBLY N/A
COLUMNS SUPPORTING FLOORS N/A
STANDPIPES: NO YES CLASS: I II III WET DRY ROOF CONSTRUCTION-
INCLUDING: SUPPORTING
FIRE DISTRICT: NO YES FLOOD HAZARD AREA: NO YES BEAMS AND JOISTS 0 EXTERIOR WALLS (each assembly) CMU VENEER OVER AIR BARRIER OVER SHEATHING OVER
SPECIAL INSPECTIONS REQUIRED: NO ROOF CEILING ASSEMBLY 0 DESCRIPTION OF ASSEMBLY 2x6 STUDS. BATT INSULATION. 5/8" GYPSUM WALLBOARD
COLUMNS SUPPORTING ROOF N/A U-VALUE OF TOTAL ASSEMBLY .045
SHAFT ENCLOSURES - EXIT N/A R-VALUE OF INSULATION R-20
GROSS BUILDING AREA TABLE
SHAFTS ENCLOSURES- OTHER N/A OPENINGS (windows or doors with glazing)
FLOOR EXISTING (SQ. FT.) NEW (SQ. FT.) SUB-TOTAL CORRIDOR SEPARATION N/A U-VALUE OF ASSEMBLY .32
4TH FLOOR OCCUPANCY/FIRE BARRIER SEPARATION N/A SOLAR HEAT GAIN COEFFICIENT .33
3RD FLOOR PARTY/FIREWALL SEPARATION N/A PROJECTION FACTOR .375
2ND FLOOR SMOKE BARRIER SEPARATION N/A DOOR R-VALUES 15
1ST FLOOR 422 SMOKE PARTITION N/A
BASEMENT TENANT/DWELLING UNIT/ WALLS BELOW GRADE (each assembly)
TOTAL 422 SLEEPING UNIT SEPARATION N/A DESCRIPTION OF ASSEMBLY N/A
INCIDENTAL USE SEPARATION N/A U-VALUE OF TOTAL ASSEMBLY
R-VALUE OF INSULATION
* INDICATE SECTION NUMBER PERMITTING REDUCTION.
PROJECT AREA: 422 SF
FLOORS OVER UNCONDITIONED SPACE (each assembly)
DESCRIPTION OF ASSEMBLY N/A
ALLOWABLE AREA PERCENTAGE OF WALL OPENINGS CALCULATIONS
U-VALUE OF TOTAL ASSEMBLY
PRIMARY OCCUPANCY CLASSIFICATION(S): R-VALUE OF INSULATION
FIRE SEPARATION DISTANCE ( FEET) DEGREE OF OPENINGS PROTECTION ALLOWABLE AREA ACTUAL SHOWN ON PLANS
ASSEMBLY: A-1 A-2 A-3 A-4 A-5 FROM PROPERTY LINES ( TABLE 705.8) (%) (%) FLOORS SLAB ON GRADE (each assembly)
4" THICK 3000 PSI CONCRETE OVER 10 MIL VAPOR BARRIER OVER 4"
> 30 FT ( ALL SIDES) UP, USP NO LIMIT
BUSINESS DESCRIPTION OF ASSEMBLY COMPACTED STONE BASE
U-VALUE OF TOTAL ASSEMBLY .0826
EDUCATIONAL R-VALUE OF INSULATION not required
HORIZONTAL/VERTICAL REQUIREMENT
FACTORY: F-1 Moderate F-2 Low
SLAB HEATED UNHEATED
HIGH-HAZARD: H-1 (Detonate) H-2 (Deflagrate) H-3 (Combust) H-4 (Health) H-5 (HPM)
LIFE SAFETY SYSTEM REQUIREMENTS
INSTITUTIONAL: I-1 Condition 1 2
STRUCTURAL DESIGN
I-2 Condition 1 2 EMERGENCY LIGHTING: NO YES
EXIT SIGNS: NO YES DESIGN LOADS:
I-3 Condition 1 2 3 4 5 FIRE ALARM: NO YES IMPORTANCE FACTORS: SNOW (I S ) 1.0 SINGLE EXIT ALLOWED (NCBC 1006.3.2).
I-4 SMOKE DETECTION SYSTEMS: NO YES PARTIAL SEISMIC (I e ) 1.0 BUILDING OCCUPANT LOAD IS LESS THAN
50 PEOPLE AND MAXIMUM TRAVEL
MERCANTILE CARBON MONOXIDE DETECTION: NO YES DISTANCE IS LESS THAN 75 FEET.
LIVE LOADS: ROOF PSF
RESIDENTIAL: R-1 R-2 R-3 R-4 MEZZANINE PSF
FLOOR PSF
STORAGE: S-1 Moderate S-2 Low High-Piled LIFE SAFETY PLAN REQUIREMENTS
Parking Garage Open Enclosed Repair Garage GROUND SNOW LOAD: 15 PSF
LIFE SAFETY PLAN SHEET #: G103
UTILITY AND MISCELLANEOUS
Fire and/or smoke rated wall locations (Chapter 7) WIND LOAD: BASIC WIND SPEED 120 MPH (ASCE-7)
EXPOSURE CATEGORY B
Assumed and real property line locations
ACCESSORY OCCUPANCY CLASSIFICATION(S):
Exterior wall opening area with respect to distance to assumed property lines (705.8)
INCIDENTAL USES (TABLE 509):
Occupancy Use for each area as it relates to occupant load calculation. (Table 1004.1.2)
SEISMIC DESIGN CATEGORY A B C D
SPECIAL USES (CHAPTER 4- List code sections): Occupant loads for each area Provide the following Seismic Design Parameters:
SPECIAL PROVISIONS (CHAPTER 5 -List code sections): Exit sign locations (1013) Risk Category (Table 1604.5) I II III IV
Exit access travel distances (1017) Spectral Response Acceleration S s 23.8 %g S 1 10.2 %g
MIXED OCCUPANCY: NO YES SEPARATION Hr. Site Classification (ASCE 7) A B C D E F
Common path of travel distances (1006.2.1 & 1006.3.2(1))
Data Source: Field Test Presumptive Historical Data EXCEPTION
Dead end lengths (1020.4)
NON-SEPARATED MIXED OCCUPANCY (508.3) Clear exit widths for each exit door Basic Structural System: Bearing Wall Dual w/Special Moment Frame
Building Frame Dual w/Intermediate R/C or Special Steel
The required type of construction for the building shall be determined by applying the height and area Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3)
Moment Frame Inverted Pendulum
limitations for each of the applicable occupancies to the entire building. The most restrictive type of Actual occupant load for each exit door
construction, so determined, shall apply to the entire building. Analysis Procedure Simplified Equiv. Lateral Force Dynamic
A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for
SEPARATED MIXED OCCUPANCY (508.4) - SEE BELOW FOR AREA CALCULATIONS purposes of occupancy separation. Architectural, Mechanical, Components anchored? Yes No
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 Location of doors with panic hardware (1010.1.10)
LATERAL DESIGN CONTROL Earthquake Wind
divided by the allowable floor area for each use shall not exceed 1. Location of doors with delayed egress locks and the amount of delay (1010.1.9.7)
Location of doors with electromagnetic egress locks (1010.1.9.8)
SOIL BEARING CAPACITIES
ACTUAL AREA OF OCCUPANCY A ACTUAL AREA OF OCCUPANCY B
+ < 1 Location of doors equipped with hold-open devices Field Test (provide copy of test report) psf
ALLOWABLE AREA OF OCCUPANCY A ALLOWABLE AREA OF OCCUPANCY B Presumptive Bearing Capacity 2000 psf Location of emergency escape windows (1030)
Pile size, type, and capacity
The square footage of each fire area (202)
+ < 1
The square footage of each smoke compartment for Occupancy Classification I-2 (407.5)
Note any code exceptions or table notes that may have been utilized regarding the items above.
+ < 1
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
ACCESSIBLE DWELLING UNITS
(SEE MECHANICAL DRAWINGS FOR MECHANICAL ENERGY CODE CALCULATIONS.)
(SECTION 1107)
(NOT APPLICABLE)
ACCESSIBLE ACCESSIBLE TYPE A TYPE A TYPE B TYPE B TOTAL
UNITS UNITS UNITS UNITS UNITS UNITS ACCESSIBLE ELECTRICAL SYSTEM AND EQUIPMENT
REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED UNITS PROVIDED
(SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ENERGY CODE CALCULATIONS.)
TIXE
OCCUPANT LOAD = 5 PEOPLE
CLEAR WIDTH = 32 INCHES
LOAD CAPACITY = 160
BUSINESS
422 SF
5OCC
LEVART
FO
HTAP
MUMIXAM
TF
23
5100 UNICON DR. SUITE 103
WAKE FOREST, NC 27587
PHONE: 919.876.5331
eddie@gontramarchitecture.com
www.gontramarchitecture.com
C Copyright 2025
THESE DOCUMENTS ARE INSTRUMENTS
OF SERVICE AND AS SUCH REMAIN THE
PROPERTY OF THE ARCHITECT. PUBLISH OR USE THEM ONLY WITH THE
ARCHITECT'S EXPRESSED WRITTEN
APPROVAL.
LIFE SAFETY PLAN LEGEND
BUSINESS (B) - 100 GROSS
AREA NAME
NAME SQUARE FOOTAGE
XX SF
X OCC OCCUPANCY
PATH OF EGRESS
EXISTING WALL MOUNTED
FE FIRE EXTINGUISHER
EXIT
EXIT SIGN WITH
EMERGENCY LIGHTS
FE
EXIT
ISSUED:
04/30/2025
FOR CONSTRUCTION
DRAWN BY: APPROVED:
PJA EJG
PROJECT NO.: RECORD:
24039
CONTENTS:
BUILDING CODE SUMMARY,
LIFE SAFETY PLAN
SHEET:
G102
ESUOH
ELACS
WEN
YTNUOC
EROOM
ROF
YAW
FAEL
GNINRUT
654
51382
CN
NEEDREBA
Rev. Date Description
1 09/12/2025 OWNER COMMENTS
1
LIFE SAFETY PLAN
2
1/4" = 1'-0"

FIG. 306.2 (A) FIG. 306.3 (A)
CIRCULAR - NEW BUILDING T-SHAPED TURNING SPACE - NEW BUILDINGS - OPTION 1
TOE CLEARANCE - ELEVATION KNEE CLEARANCE
FIG. 304.3.1.1
CLEAR FLOOR SPACE
FIG. 305.3.1 FIG. 305.7.1
POSITION OF CLEAR FLOOR OR GROUND SPACE MANEUVERING CLEARANCE IN AN ALCOVE
PARALLEL APPROACH
DOORS AND DOORWAYS
*If both closer and latch are provided *If both closer and latch are provided * 48" min (1220) if both closer and latch are provided * 54" min (1370) if both closer and latch are provided * 48" min (1220) if both closer and latch are provided
(A) FRONT APPROACH, PULL SIDE (B) FRONT APPROACH, PUSH SIDE (C) FRONT APPROACH, PUSH SIDE (D) HINGE APPROACH, PULL SIDE (E) HINGE APPROACH, PULL SIDE (F) HINGE APPROACH, PUSH SIDE (G) LATCH APPROACH, PULL SIDE (H) LATCH APPROACH, PUSH SIDE
NEW BUILDINGS EXISTING BUILDINGS
FIGURE 404.2.3.2
MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS
(A) FRONT APPROACH - NEW BUILDINGS (C) POCKET OR HINGE APPROACH (D) STOP OR LATCH APPROACH
FIG. 404.2.3.3
MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS
60" MIN.
60" MIN. (1525) 60" MIN.
(1525) (1525)
(A) (B) (C)
TWO DOORS OR GATES IN A SERIES TWO DOORS OR GATES IN A SERIES TWO DOORS OR GATES IN A SERIES
NEW BUILDINGS NEW BUILDINGS NEW BUILDINGS
.NIM
"46
)5271(
ROOD
.NIM
"84
ROOD
HTDIW
)0221(
HTDIW
(D) (E) (G)
TWO DOORS OR GATES IN A SERIES TWO DOORS OR GATES IN A SERIES TWO DOORS OR GATES IN A SERIES
EXISTING BUILDINGS EXISTING BUILDINGS EXISTING BUILDINGS
ROOD
.NIM
"84
ROOD
HTDIW
)0221(
HTDIW
60 " MIN.
(1525)
.NIM
"06
)5251(
60" MIN.
(1525)
.NIM
"84
ROOD
)0221(
HTDIW
.NIM
"84
ROOD
)0221(
HTDIW
60" MIN.
(1525)
.NIM
"25
)0231(
(B) FRONT APPROACH - EXISTING BUILDINGS
.NIM
"84
)0221(
67" MIN.
(1700)
22" MIN.
(560)
xam
"01
)552(
60" MIN.
(1525)
Overlap of knee and toe clearance Overlap of knee and toe clearance
CIRCULAR - EXISTING BUILDING
FIG. 304.3.1.2
.xam
"52
)536(
TURNING SPACE 68" MIN.
(1725)
FIG. 304.3.2.1 (A)
.nim
"42
)016(
.
.NIM
"63
)519(
.NIM
"06
)5251(
64" MIN.
(1625)
8" min
. (205)
16" min. 16" min.
(405) 36" min. (405)
(915)
T-SHAPED TURNING SPACE - NEW BUILDINGS - OPTION 2
FIG. 304.3.2.1 (B)
.nim
"22
)066(
.NIM
"83
)569(
.NIM
"06
)5251(
60" MIN.
(1525)
11" min. 11" min.
(280) 42" min. (280)
(1065)
T-SHAPED TURNING SPACE - EXISTING BUILDINGS
FIG. 304.3.2.1 (B)
.nim
"42
)016(
.NIM
"63
)519(
.NIM
"06
)5251(
12" min. 12" min.
(305) 36" min. (305)
(915)
52" min
(1320)
.nim
"03
)067(
48" min
(1220)
SIZE OF CLEAR FLOOR SPACE-NEW BUILDINGS
FIG. 305.3.2
POSITION OF CLEAR FLOOR OR GROUND SPACE
.nim
"03
)067(
60" min.
(1525)
SIZE OF CLEAR FLOOR SPACE- EXISTING BUILDINGS
"51
>
X
)083(
>
X
36" min..
(915)
FIG. 305.7.2
MANEUVERING CLEARANCE IN AN ALCOVE
FORWARD APPROACH
"42
> X
)016(
>
X
"9
)032(
6" max.
(150)
FIG. 306.2 (B)
TOE CLEARANCE - PLAN
.nim
"03
)067(
17" - 25"
(430 - 635)
.nim
"9
)032(
8" min.
(205)
11" min.
(280)
.nim
"72
)586(
FIG. 306.3 (B)
KNEE CLEARANCE - PLAN
.nim
"03
)067(
KNEE AND TOE CLEARANCE
ACCESSIBLE ROUTES
FIG. 403.5.19(A)
CLEAR WIDTH OF AN ACCESSIBLE ROUTE - NEW BUILDINGS - INTERIOR
(B) SLIDING DOOR
(A) HINGED DOOR
(C) FOLDING DOOR
FIG. 404.2.2
CLEAR WIDTH OF DOORWAYS
.nim
"63
)519(
.nim
"23
)518(
24" max. 52" min 24" max.
(610) (1320) (610)
.nim
"63
)519(
.nim
"23
)518(
24" max. 48" min. 24" max.
(610) (1320) (610)
.nim
"84
)0221(
.nim
"23
)518(
24" max 52" min. 24" max.
(610) (1320) (610)
.nim
"23
)518( .nim
"84
)0221(
.nim
"23
)518(
24" max 48" min. 24" max.
(610) (1320) (610)
.nim
"23
)518(
17"
FIG. 403.5.19(B) FIG. 403.5.19(C) FIG. 403.5.19(D)
CLEAR WIDTH OF AN ACCESSIBLE ROUTE - NEW BUILDINGS - EXTERIOR CLEAR WIDTH OF AN ACCESSIBLE ROUTE - EXISTING BUILDINGS - INTERIOR CLEAR WIDTH OF AN ACCESSIBLE ROUTE - EXISTING BUILDINGS - EXTERIOR
0 degrees
9
"42
>
)016(
>
32" MIN
(815)
36" MIN.
(D) DOORWAYS WITHIN DOORS
(A) FRONT APPROACH - NEW BUILDINGS (C) SIDE APPROACH
FIG. 404.2.3.4
MANEUVERING CLEARANCE FOR DOORWAYS WITHOUT DOORS OR GATES FIG. 404.2.5.
TWO DOORS OR GATES IN A SERIES
.NIM
"25
)0231(
(B) FRONT APPROACH - EXISTING BUILDINGS
.NIM
"84
)0221(
(A) PULL SIDE - NEW BUILDINGS
FIG. 404.2.3.5
RECESSED DOORS AND GATES
.NIM
"24
)5601(
.NIM
"24
)5601(
32" MIN.
(815)
32" MIN.
(815)
24" MIN.
(610)
.NIM "06 )5251(
.NIM
"24
)5601(
18" MIN. 12" MIN. * (445) (305) .NIM "25 )0221( 12" MIN. * (305) .NIM
"84
)0221( 36" MIN. (915) .NIM "06 )5251( 42" MIN. (1065) .NIM "45 )0731( 22" MIN.
(560)
* .NIM
"24
)5601( * .NIM
"84
)0221( 24" MIN. 24" MIN.
(610) (610)
.NIM
"06
)5251(
* .NIM
"24
)5601(
18" MIN.
(455)
.
X > 8"
(205)
(B) PUSH SIDE - NEW BUILDINGS
.NIM
"25
)0231(
X > 8"
(205)
.
(C) PUSH SIDE WITH DOOR PROVIDED WITH
BOTH CLOSER AND LATCH - NEW BUILDINGS
.NIM
"25
)0231(
X > 8"
(205)
.
12" MIN.
(305)
(D) PULL SIDE - EXISTING BUILDINGS
.NIM
"06
)5251( 18" MIN.
(455)
.
X > 8"
(205)
(E) PUSH SIDE - EXISTING BUILDINGS
.NIM
"84
)0221(
X > 8"
(205)
.
(F) PUSH SIDE WITH DOOR PROVIDED WITH BOTH
CLOSER AND LATCH - EXISTING BUILDINGS
.NIM
"84
)0221(
X > 8"
(205)
.
5100 UNICON DR. SUITE 103
WAKE FOREST, NC 27587
PHONE: 919.876.5331
eddie@gontramarchitecture.com
www.gontramarchitecture.com
C Copyright 2025
THESE DOCUMENTS ARE INSTRU-MENTS
OF SERVICE AND AS SUCH REMAIN THE
PROPERTY OF THE ARCHITECT. PUBLISH
OR USE THEM ONLY WITH THE
ARCHITECT'S EXPRESSED WRITTEN
APPROVAL.
12" MIN.
(305)
ISSUED:
DRAWN BY: APPROVED:
PJA EJG
PROJECT NO.: RECORD:
24039
CONTENTS:
SHEET:
G201
ESUOH
ELACS
WEN
YTNUOC
EROOM
ROF
YAW
FAEL
GNINRUT
654
51382
CN
NEEDREBA
04/30/2025
FOR CONSTRUCTION
Rev. Date Description
ACCESSIBILITY
REQUIREMENTS

REACH RANGES
FIG. 307.4 FIG. 308.2.1 FIG. 308.2.2 (B) FIG. 308.3.1 FIG. 308.3.2 (A)
REDUCED VERTICAL CLEARANCE UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH
STAIR AND RAMP HANDRAILS
(A) STAIRS (B) RAMPS
FIG. 505.4 FIG. 505.5
HANDRAIL HEIGHT HANDRAIL CLEARANCE FIG. 505.10.2 FIG. 505.10.2
TOP HANDRAIL EXTENSIONS AT STAIRS BOTTOM HANDRAIL EXTENSIONS AT STAIRS
4"-6 1/4" PERIMETER
(100-160)
(A) CIRCULAR (B) NON-CIRCULAR (C) NON-CIRCULAR
FIG. 405.9.1
FIG. 505.7 FIG. 505.10.1
EXTENDED FLOOR SURFACE
HANDRAIL CROSS SECTION TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS
xam
"72
)586(
08
<
X
)0302
<
x(
PROTRUDING OBJECTS
.nim "51 )083(
.xam
"84
)0221(
> 20" - 25"
20" max. (510-635)
(510)
FIG. 308.2.2 (A)
OBSTRUCTED HIGH FORWARD REACH
.xam
"44
)0211(
10" max.
(255)
.nim "51 )083( 10" max. > 10" - 24" max.
(255) (255-610)
FIG. 308.3.2 (B)
OBSTRUCTED HIGH SIDE REACH
"83
-
"43
)569
-
568(
"83
-
"43
)569
-
568(
.xam
"43
)568(
.xam
"64
)0711(
12" min. x = tread depth
(305)
1 1/2" min.
(38)
x x
12" min.
12" min.
(305) 1 1/4" - 2" 2 1/4" max. (305) 12" min. 12" min.
(32 - 51) 57 (305) (305)
FIG. 405.9.2.1 FIG. 405.9.2.2
CURB BARRIER
.NIM
"4
)001(
Barrier prevents the passage of
a 4-inch (100mm) sphere with
any portion within 4 inches
(100mm) of floor.
24" 12" 6"
1 1/2" 1 1/2"
16" - 18"
60" CLEAR
.XAM
"84
MSINAHCEM
GNITAREPO .XAM "04
SSALG
FO MOTTOB XAM "43
MIR
YROTAVAL
PROVIDE INSULATED WRAPS ON
ALL EXPOSED SUPPLY AND DRAIN
LINES/PIPES
"63 - "33
RAB
BARG FO
POT .NIM
"71
.XAM
"91
39" - 41"
12" 42"
MAX.
"21 .NIM
36" MAX.
42" MAX.
"2/1
1
.NIM
"81 .NIM
.XAM
"84
24" MIN.
.NIM
"81
"14 - "93
PRE-FABRICATED ACCESSIBOE
SHOWER STALL. SEE PLUMBING
DRAWINGS
SHOWER HEAD AND ADA
COMPLIANT HANDSPRAYER
CONTROLS AND HAND SHOWIER
SHALL BE, LOCATED WITHIN 15" OF
SEATS CENTERLINE AND 38" MIN TO
48" MAX ABOVE THE SHOWER
FLOOR
GRAB BARS (1-1/2" DIA.)
CONTINUOUS
ALLOWABLE EXTENTS OF PROTRUDING ACCESSIBLE SEAT ( SEE TOILET ACCESSORY
TISSUE DISPENSER (HATCHED) SCHEDULE) PROVIDE BLOCKING IN WALLS AS
REQUIRED
WATER CLOSET FRONT WATER CLOSET SIDE
"63 - "33
18".
"91
- "71
3' - 0" 3' - 0"
.NIM "83
.XAM
"84
4" MAX,
15" 15"
MAX. MAX.
"6
-
"3
"81
"63 - "33
T5
T9
8" MIN.
6" MAX.
1/2" HIGH (MAX.) THRESHOLD
SHOWER CONTROL WALL SHOWER SIDE
"34 - "83
SNOSREP
GNIDNATS
ROF
.NIM
"72
.XAM "63 RIAHCLEEHW
17" MIN.
15" MIN.
5" MAX.
.NIM
"9
.NIM
"72
RIAHCLEEHW
ROF
.XAM
"63
GNIDNATS
ROF
"34
- "83
5100 UNICON DR. SUITE 103
WAKE FOREST, NC 27587
PHONE: 919.876.5331
eddie@gontramarchitecture.com www.gontramarchitecture.com
C Copyright 2025
THESE DOCUMENTS ARE INSTRU-MENTS
OF SERVICE AND AS SUCH REMAIN THE
PROPERTY OF THE ARCHITECT. PUBLISH
OR USE THEM ONLY WITH THE
ARCHITECT'S EXPRESSED WRITTEN
APPROVAL.
PLUMBING FIXTURES AND TOILET ACCESSORIES
ISSUED:
DRAWN BY: APPROVED:
PJA EJG
PROJECT NO.: RECORD:
24039
ADULT ACCESSIBLE DRINKING FOUNTAIN CONTENTS:
SHEET:
G202
ESUOH
ELACS
WEN
YTNUOC
EROOM
ROF
YAW
FAEL
GNINRUT
654
51382
CN
NEEDREBA
04/30/2025
FOR CONSTRUCTION
Rev. Date Description
ACCESSIBILITY
REQUIREMENTS