COMBINED_TOWN OF VALDESE DRAUGHN AQUATICS CENTER STRUCTURE CD SET_24-858_20240923.pdf

CURRENT ISSUE: 2024-09-23 Construction Documents

ARCHITECT:

Walter Robbs Architects, a Michael Graves Company

530 North Trade Street

Suite 301

Winston-Salem, NC 27101

336.725.1371

MICHAELGRAVES.COM

SHEET:

TOWN OF VALDESE - DRAUGHN AQUATIC CENTER STRUCTURE

Valdese Parks & Recreation Department

Massel Ave SE Valdese, NC 28690

PROJ:24-858

STRUCTURAL/PMEFp ENGINEER:

7900 Triad Center Drive, Suite 200

CIVIL ENGINEER:

4200 First Avenue, Suite 200

SKA Consulting Engineers, Inc. Clayton Engineering

Greensboro, NC 27409 Nitro, WV 25143

336.855.0993 304.755.7900

336.855.6066 CONSULTANT 2 FAX

Aaron Bopp Will Clayton abbopp@skaeng.com wclayton@clayton-engineering.net G0.0

MICHAEL

GRAVES

SHEET INDEX - ARCHITECTURAL

NUMBER NAME ORIG ISSUE REV# DATE

A1.1 FLOOR PLAN- DEMOLITION PLAN 2024.09.23

A2.1 FLOOR PLAN- NEW CONSTRUCTION 2024.09.23

A4.1 ELEVATIONS- EXTERIOR 2024.09.23

Grand total: 3

SHEET INDEX - STRUCTURAL

NUMBER NAME ORIG ISSUE REV# DATE

S1.1 GENERAL NOTES, ABBREVIATIONS, DRAWING LEGENDS AND SHEET INDEX 2024.09.23

S2.1 FOUNDATION PLAN 2024.09.23

S2.2 PARTIAL FRAMING PLAN 2024.09.23

S7.1 TYPICAL FOUNDATION DETAILS AND SCHEDULES 2024.09.23

S7.2 TYPICAL REINFORCING AND STEEL DETAILS 2024.09.23

Grand total: 5

SHEET INDEX - GENERAL

NUMBER NAME ORIG ISSUE REV# DATE

G0.0 COVER SHEET 2024.09.23

G1.1 CODE SUMMARY 2024.09.23

G1.2 CODE COMPLIANCE PLAN- LEVEL 01 2024.09.23

Grand total: 3

SHEET INDEX - CIVIL

NUMBER NAME ORIG ISSUE REV# DATE

VFE101 EXISTING CONDITIONS 2024.09.23

CSN101 CIVIL SITE PLAN 2024.09.23

CUN101 UTILITY PLAN 2024.09.23

CUN501 UTILITY DETAILS 2024.09.23

Grand total: 4

SHEET INDEX - FIRE PROTECTION

NUMBER NAME ORIG ISSUE REV# DATE

FP1.1 FIRE PROTECTION GENERAL NOTES, LEGENDS, AND DETAILS 2024.09.23

FP2.1 FIRE PROTECTION PLAN 2024.09.23

Grand total: 2

SHEET INDEX - MECHANICAL

NUMBER NAME ORIG ISSUE REV# DATE

M1.1 MECHANICAL GENERAL NOTES AND LEGENDS 2024.09.23

M2.1 MECHANICAL PLAN 2024.09.23

Grand total: 2

SHEET INDEX - ELECTRICAL

NUMBER NAME ORIG ISSUE REV# DATE

E1.01 ELECTRICAL SYMBOLS, ABBREVVIATIONS, AND NOTES 2024.09.23

E2.01 ELECTRICAL DEMOLITION 2024.09.23

E3.01 NEW POWER & SIGNAL 2024.09.23

E3.02 NEW LIGHTING 2024.09.23

E3.03 ELECTRICAL RISER DIAGRAM, DETAILS, AND PANEL SCHEDULES 2024.09.23

E4.01 ELECTRICAL SPECIFICATIONS 2024.09.23

Grand total: 6

9-23-24

SHEET:

FOR ALL COMMERCIAL PROJECTS

L. KENNETH MCDANIEL II

MICHAEL GRAVES 9291 (336) 725-1371

1938 A3

A3/A4

0.905

2 HR -

G2.1

1 A4 - POOL -

75' 39' -

Make Up Air Unit, Gas Fired

1.1

1.0

N/A

TOWN OF VALDESE - DRAUGHN AQUATIC CENTER STRUCTURE

213 MASSEL AVE SE, VALDESE NC

DAVID ANDERSEN

dandersen@valdesenc.gov

28690

(828) 874-6733

ALLOWABLE HEIGHT

FIRE PROTECTION REQUIREMENTS

ACCESSIBLE PARKING

(SECTION 1106)

PLUMBING FIXTURE REQUIREMENTS

(TABLE 2902.1)

ALLOWABLE SHOWN ON PLANS CODE REFERENCE1

BUILDING ELEMENT

FIRE

SEPARATION

DISTANCE

(FEET)

RATING

DETAIL #

AND

SHEET #

DESIGN #

FOR

RATED

ASSEMBLY

SHEET #

FOR RATED

PENETRATION

SHEET #

FOR

RATED

JOINTS

PROVIDED

(WITH *

REDUCTION)

STRUCTURAL FRAME,

INCLUDING COLS,

GIRDERS, TRUSSES

BEARING WALLS

EXTERIOR

NORTH

EAST

WEST

SOUTH

INTERIOR

NONBEARING

WALLS & PARTITIONS

EXTERIOR WALLS

INTERIOR WALLS

FLOOR CONSTRUCTION

INCLUDING SUPPORT

BEAMS & JOISTS

ROOF CONSTRUCTION

INCLUDING SUPPORT

BEAMS & JOISTS

SHAFT ENCLOSURES - EXIT

SHAFT ENCLOSURES - OTHER

CORRIDOR SEPARATION

OCCUPANCY/ FIRE BARRIER SEP.

PARTY/FIRE WALL SEPARATION

SMOKE BARRIER SEPARATION

TENANT/DWELLING UNIT/

SLEEPING UNIT SEPARATION

INCIDENTAL USE SEPARATION

LOT OR

PARKING

AREA

TOTAL # OF

PARKING SPACES

# OF ACCESSIBLE SPACES

PROVIDED

TOTAL # OF

ACCESSIBLE

PROVIDEDREQ'D PROVIDED

REGULAR W/

5' ACCESS

AISLE

VAN SPACES WITH

132" ACCESS

AISLE

8' ACCESS

AISLE

USE

WATERCLOSETS

URINALS

LAVATORIES SHWRS

/ TUBS

DRINKING

FOUNTAINS

MALE FEMALE MALE FEMALE REGULAR ACCESS.

U-VALUE OF TOTAL ASSEMBLY

R-VALUE OF INSULATION

SKYLIGHTS IN EACH ASSEMBLY

U-VALUE OF SKYLIGHT

TOTAL SQ. FT. OF SKYLIGHTS

U-VALUE OF TOTAL ASSEMBLY

R-VALUE OF INSULATION

OPENINGS (WINDOWS OR DOORS W/ GLAZING)

U-VALUE OF ASSEMBLY

SOLAR HEAT GAIN COEFFICIENT

PROJECTION FACTOR

DOOR R-VALUES

U-VALUE OF TOTAL ASSEMBLY

R-VALUE OF INSULATION

U-VALUE OF TOTAL ASSEMBLY

R-VALUE OF INSULATION

U-VALUE OF TOTAL ASSEMBLY

R-VALUE OF INSULATION

HORIZ./VERT. REQUIREMENT

SLAB HEATED

DESCRIPTION OF UNIT:

HEATING EFFICIENCY:

COOLING EFFICIENCY:

SIZE CATEGORY OF UNIT:

LAMP TYPE REQUIRED IN FIXTURE:

NUMBER OF LAMPS IN FIXTURE:

BALLAST TYPE USED IN THE FIXTURE:

NUMBER OF BALLASTS IN FIXTURE:

TOTAL WATTAGE PER FIXTURE:

TOTAL INTERIOR WATTAGE SPECIFIED VS. ALLOWED

(WHOLE BUILDING OR SPACE BY SPACE):

TOTAL EXTERIOR WATTAGE SPECIFIED VS. ALLOWED:

CONTACT:

ARCHITECTURAL

ELECTRICAL

FIRE ALARM

PLUMBING

MECHANICAL

SPRINKLER-

STANDPIPE

STRUCTURAL

OTHER

FIRM: TELEPHONE#LICENSE#NAME:

CIVIL

RETAING

WALLS >5' HIGH

DESIGNER

2018 NC BUILDING CODE:

NEW BUILDING ADDITION

SPECIAL INSPECTIONS REQUIRED:

FIRE DISTRICT:

STAND PIPES:

SPRINKLERS:

CONSTRUCTION TYPE:

FLOOD HAZARD AREA:

2018 NC EXISTING BUILDING CODE: PRESCRIPTIVE CHAPTER 14REPAIR

CONSTRUCTED (DATE): CURRENT OCCUPANCY(S) (CH. 3):

PROPOSED OCCUPANCY(S) (CH. 3):

BASIC BUILDING DATA

NO YES

ALLOWABLE AREA

PRIMARY OCCUPANCY CLASSIFICATION(S):

PARKING GARAGE

S-2 LOW

R-1

H-2 DEFLAGRATE

FACTORY:

S-1 MODERATE

RESIDENTIAL:

I-1 CONDITION

H-1 DETONATE

EDUCATIONAL

ASSEMBLY

HAZARDOUS:

UTILITY & MISCELLANEOUS:

STORAGE:

MERCANTILE

INSTITUTIONAL:

BUSINESS

ENCLOSED

HIGH-PILED

R-3

H-4 HEALTHH-3 COMBUST

OPEN

R-2

H-5 HPM

R-4

F-1 MODERATE

REPAIR GARAGE

F-2 LOW

A-1 A-2 A-3 A-4 A-5

* INDICATE SECTION NUMBER PERMITTING REDUCTION

STRUCTURAL DESIGN:

DESIGN LOADS:

SEISMIC DESIGN CATEGORY

LATERAL DESIGN CONTROL:

SOIL BEARING CAPACITIES:

IMPORTANCE FACTORS:

SNOW

(IE)SEISMIC

(IS)

LIVE LOADS:

FLOOR

MEZZANINE

ROOF

PSF

PSF

GROUND SNOW LOAD:

WIND LOAD:

EXPOSURE CATEGORY

ULTIMATE WIND SPEED MPH (ASCE-7)

PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS:

RISK CATEGORY (TABLE 1604.5)

SSSPECTRAL RESPONSE ACCELERATION %g %g

SITE CLASSIFICATION (ASCE 7)

BASIC STRUCTURAL SYSTEM (CHECK ONE)

BEARING WALL DUAL W/ SPECIAL MOMENT FRAME

BUILDING FRAME DUAL W/ INTERMEDIATE R/C OR SPECIAL STEEL

MOMENT FRAME INVERTED PENDULUM

ANALYSIS PROCEDURE: SIMPLIFIED EQUIVALENT LATERAL FORCE DYNAMIC

ARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED?

EARTHQUAKE WIND

FIELD TEST (PROVIDE COPY OF TEST REPORT) PSF

PRESUMPTIVE BEARING CAPACITY PSF

PILE SIZE, TYPE, AND CAPACITY

FIELD TEST PRESUMPTIVE HISTORICAL DATA

PSF

A B C D

I II III IV

S1

ENERGY REQUIREMENTS

THERMAL ENVELOPE (PRESCRIPTIVE METHOD ONLY)

MECHANICAL SYSTEMS, SERVICE SYSTEMS, AND EQUIPMENT:

ELECTRICAL SUMMARY

ELECTRICAL SYSTEM AND EQUIPMENT:

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 PERFORMANCE METHOD, STATE THE ANNUAL ENERGY COST

FOR THE STANDARD REFERENCE DESIGN VS ANNUAL ENERGY COST FOR THE PROPOSED DESIGN.

METHOD OF COMPLIANCE: PRESCRIPTIVE PERFORMANCE

ROOF/CEILING ASSEMBLY: (EACH ASSEMBLY)

FLOORS OVER UNCONDITIONED SPACE (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY:

FLOORS SLAB ON GRADE

DESCRIPTION OF ASSEMBLY:

WALLS BELOW GRADE: (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY:

EXTERIOR WALLS (EACH ASSEMBLY)

ADDITIONAL EFFICIENCY PACKAGE OPTIONS

SIZE CATEGORY. IF OVERSIZED STATE REASON.

MECHANICAL SPACE CONDITIONING SYSTEM:

BOILER

BUILDING COOLING LOAD:

THERMAL ZONE:

INTERIOR DESIGN CONDITIONS:

WINTER DRY BULB

SUMMER DRY BULB

RELATIVE HUMIDITY

BUILDING HEATING LOAD:

WINTER DRY BULB

SUMMER DRY BULB

BTUH

LIGHTING SCHEDULE (EACH FIXTURE TYPE):

METHOD OF COMPLIANCE:

BTUH

° F

° F

° F

° F

RENOVATION

RENOVATED (DATE):

RISK CATEGORY (TABLE 1604.5)

EMAIL:

ACCESSORY OCCUPANCY CLASSIFICATION(S):

ACTUAL AREA OF OCCUPANCY A

ALLOWABLE AREA OF OCCUPANCY A

+ < 1

+ ...... = < 1.00

ACTUAL AREA OF OCCUPANCY B

ALLOWABLE AREA OF OCCUPANCY B

EXCEPTION:MIXED OCCUPANCY:

SPECIAL USES (CHAPTER 4):

SEPARATION:

NO YES HR.

403 404 405 406 407 408 409

410 411 412 413 414 415 416 417 418 419 420 421

SPECIAL PROVISIONS: 510.2 510.3 510.4 510.5 510.6 510.7 510.8

422 423

INCIDENTAL USES (TABLE 509):

FURNACE ROOM WHERE ANY PIECE OF EQUIP. IS OVER 400,000 BTU PER HOUR INPUT

ROOMS WITH BOILERS WHERE THE LARGEST PIECE OF EQUIPMENT IS OVER 15 PSI AND 10 HORSEPOWER

REFRIGERANT MACHINE ROOM

HYDROGEN FUEL GAS ROOMS, NOT CLASSIFIED AS GROUP H

INCINERATOR ROOMS

PAINT SHOPS, NOT CLASSIFIED AS GROUP H, LOCATED IN OCCUPANCIES OTHER THAN GROUP F

IN GROUP I-2 OCCUPANCIES, LABORATORIES NOT CLASSIFIED AS GROUP H

LAUNDRY ROOMS OVER 100 SQUARE FEET

GROUP I-3 CELLS AND GROUP I-2 PATIENT ROOMS EQUIPPED WITH PADDED SURFACES

IN GROUP I-2, PHYSICAL PLANT MAINTENANCE SHOPS

424 425 426 427

509.9

NOTE ANY CODE EXCEPTIONS OR TABLE NOTES THAT MAY HAVE BEEN UTILIZED REGARDING THE ITEMS ABOVE

THE SQUARE FOOTAGE OF EACH SMOKE COMPARTMENT FOR OCCUPANCY CLASSIFICATION I-2 (407.5)

THE SQUARE FOOTAGE OF EACH FIRE AREA (202)

LOCATION OF EMERGENCY ESCAPE WINDOWS (1030)

LOCATION OF DOORS EQUIPPED WITH HOLD-OPEN DEVICES

LOCATION OF DOORS WITH ELECTROMAGNETIC EGRESS LOCKS (1010.1.9.9)

LOCATION OF DOORS WITH DELAYED EGRESS LOCKS AND THE AMOUNT OF DELAY (1010.1.9.7)

LOCATION OF DOORS WITH PANIC HARDWARE (1010.1.10)

A SEPARATE SCHEMATIC PLAN INDICATING WHERE FIRE RATED FLOOR/CEILING AND/OR ROOF STRUCTURE IS

PROVIDED FOR PURPOSES OF OCCUPANCY SEPARATION

ACTUAL OCCUPANT LOAD FOR EACH EXIT DOOR

MAXIMUM CALCULATED OCCUPANT LOAD CAPACITY EACH EXIT DOOR CAN ACCOMMODATE BASED ON

EGRESS WIDTH (1005.3)

CLEAR EXIT WIDTHS FOR EACH EXIT DOOR

DEAD END LENGTHS (1020.4)

A B C D E F

DATA SOURCE:

NOYES

CLIMATE ZONE: 4A3A 5A

(IF "OTHER" SPECIFY SOURCE HERE)

C406.2 MORE EFFICIENT HVAC EQUIPMENT PERFORMANCE

C406.3 REDUCED LIGHTING POWER DENSITY

C406.4 ENHANCED DIGITAL LIGHTING CONTROLS

C406.7 REDUCED ENERGY USE SERVICE WATER HEATING

C406.5 ON-SITE RENEWABLE ENERGY

C406.6 DEDICATED OUTDOOR AIR SYSTEM

SPECIAL APPROVALS:

SPECIAL APPROVAL: (LOCAL JURISDICTION, DEPARTMENT OF INSURANCE, OSC, DPI, DHHS, ETC., DESCRIBE BELOW)

LIFE SAFETY PLAN REQUIREMENTS:

LIFE SAFETY PLAN SHEET #:

FIRE AND/OR SMOKE RATED WALL LOCATIONS (CHAPTER 7)

ASSUMED AND REAL PROPERTY LINE LOCATIONS (IF NOT ON SITE PLAN)

EXTERIOR WALL OPENING AREA WITH RESPECT TO DISTANCE TO ASSUMED PROPERTY LINES (705.8)

OCCUPANCY USE FOR EACH AREA AS IT RELATES TO OCCUPANT LOAD CALCULATION (TABLE 1004.1.2)

OCCUPANT LOADS FOR EACH AREA

EXIT ACCESS TRAVEL DISTANCES (1017)

COMMON PATH OF TRAVEL DISTANCES (1006.2.1 & 1006.3.2(1) )

GROSS BUILDING AREA TABLE

FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB-TOTAL

4TH FLOOR

3RD FLOOR

2ND FLOOR

MEZZANINE

1ST FLOOR

BASEMENT

TOTAL

BUILDING HEIGHT IN FEET (TABLE 504.3)2

BUILDING HEIGHT IN STORIES (TABLE 504.4)3

TOTAL

ACCESSIBLE DWELLING UNITS

(SECTION 1107)

TOTAL

UNITS

ACCESSIBLE

UNITS

REQUIRED

ACCESSIBLE

UNITS

PROVIDED

TYPE A

UNITS

REQUIRED

TYPE A

UNITS

PROVIDED

TYPE B

UNITS

REQUIRED

TYPE B

UNITS

PROVIDED

TOTAL

ACCESSIBLE

UNITS PROVIDED

S P

A C

E EXIST'G

NEW

REQ'D

NAME OF PROJECT:

ADDRESS: ZIP CODE:

OWNER/AUTHORIZED AGENT:

OWNED BY:

CODE ENFORCEMENT

JURISDICTION:

PHONE #:

E-MAIL:

CITY/ COUNTY PRIVATE STATE

STORY

NO.

DESCRIPTION

AND USE

(A)

BLDG AREA

PER STORY

(ACTUAL)

(B)

TABLE 506.24

AREA

(C)

AREA FOR

FRONTAGE

INCREASE1,5

(D)

ALLOWABLE AREA

PER STORY OR

UNLIMITED2,3

ENERGY CODE:

PSF

B

0.235 0.097

N/A

DESCRIPTION OF ASSEMBLY:

N/A

N/A

N/A

N/A

- N/A N/A

- (F)

(P)

(F/P)

(W)

1. FRONTAGE AREA INCREASES FROM SECTION 506.3 ARE COMPUTED THUS:

A. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MINIMUM

WIDTH =

B. TOTAL BUILDING PERIMETER =

C. RATIO (F/P) =

D. W = MINIMUM WIDTH OF PUBLIC WAY =

E. PERCENT OF FRONTAGE INCREASE If = 100 [F/P - 0.25] X W/30 =

2. UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTION 507.

3. MAXIMUM BUILDING AREA = TOTAL NUMBER OF STORIES IN THE BUILDING x D (MAX 3

STORIES) (506.2).

4. THE MAXIMUM AREA OF OPEN PARKING GARAGES MUST COMPLY WITH TABLE 406.5.4.

5. FRONTAGE INCREASE IS BASED ON THE UNSPRINKLERED AREA VALUE IN TABLE 506.2.

REQ'D

NORTH

EAST

WEST

SOUTH

COLUMNS SUPPORTING FLOORS

FLOOR CEILING ASSEMBLY

COLUMNS SUPPORTING ROOF

ROOF CEILING ASSEMBLY

- 0 - - - - -

- 0 - - - - -

- 0 - - - - -

- 0 - - - - -

- 0 - - - - -

- 0 - - - - -

- 0 - - - - -

- 0 - - - - -

0 - - - - -

0 - - - - -

0 - - - - -

0 - - - - -

0 - - - - -

2HR - G1.2 # - -

1 PROVIDE CODE REFERENCE IF THE "SHOWN ON PLANS" QUANTITY IS NOT BASED ON TABLE 504.3 OR 504.4.

2 THE MAXIMUM HEIGHT OF AIR TRAFFIC CONTROL TOWERS MUST COMPLY WITH TABLE 412.3.1.

3 THE MAXIMUM HEIGHT OF OPEN PARKING GARAGES MUST COMPLY WITH TABLE 406.5.4.

PERCENTAGE OF WALL OPENING CALCULATIONS

DEGREE OF OPENINGS

PROTECTION (TABLE 705.8)

ALLOWABLE

AREA (%)

ACTUAL SHOWN

ON PLANS (%)

FIRE SEPARATION DISTANCE

(FEET) FROM PROPERTY LINES

UNISEX UNISEX

DESCRIPTION OF ASSEMBLY:

EXISTING BUILDING ENVELOPE COMPLIES WITH CODE:

EXEMPT BUILDING: PROVIDE CODE OR STATUTORY REFERENCE:

NO YES

YES NO

(PROVIDE ON STRUCTURAL SHEETS IF APPLICABLE)

UNITARY:

SIZE CATEGORY. IF OVERSIZED STATE REASON.

CHILLER

LIST EQUIPMENT EFFICIENCIES:

80 %

N/A

>225 MBH

N/A

N/A

ELECTRICAL DESIGN

(PROVIDE ON THE ELECTRICAL SHEETS E1.01)

(WHEN USING THE 2018 NCECC; NOT REQUIRED FOR ASHRAE 90.1)

MECHANICAL SUMMARY

MECHANICAL DESIGN

(PROVIDE ON THE MECHANICAL SHEETS IF APPLICABLE)

ENERGY SUMMARY

CURRENT:

PROPOSED:

27,159 SF*

IN GROUP E OCCUPANCIES, LABORITORIES AND VOCATIONAL SHOPS NOT CLASSIFIED AS GROUP H

IN AMBULATORY CARE FACILITIES, LABORATORIES NOT CLASSIFIED AS GROUP H

IN GROUP I-2, LAUNDRY ROOMS OVER 100 SQUARE FEET

IN GROUP I-2, LAUNDRIES EQUAL TO OR LESS THAN 100 SQUARE FEET

IN GROUP I-2, COMMERCIAL KITCHENS

IN GROUP I-2, ROOMS OR SPACES THAT CONTAIN FUEL-FIRED HEATING EQUIPMENT

EMAIL:

EMAIL:

EMAIL:

EMAIL:

EMAIL:

EMAIL:

EMAIL:

EMAIL:

EMAIL:

CLAYTON WILLIAM CLAYTON 040758 (828) 455-3456

wclayton@clayton-engineering.net

SKA JOSHUA BOYER 55966 (336) 855-0993

jmboyer@skaeng.com

SKA

SKA STEPHEN MOOREFIELD 32552

sdmoorefield@skaeng.com

SKA AARON BOPP

abbopp@skaeng.com

SMOKE PARTITION - - - - - -

I-A

CLASS

II-A III-A IV V-A

I-B II-B III-B V-B(CHECK ALL THAT APPLY)

NO

NO

PARTIAL

YES

YES NFPA 13 NFPA 13R NFPA 13D

DRYWETIIIIII

428 429 430

NO YES

3 1 -

DUPLICATE SECTIONS BELOW FOR EACH ADDITIONAL ASSEMBLY REQUIRED

STATECOUNTYCITY

NO YES

1ST TIME INTERIOR COMPLETION

SHELL/CORE

PHASED CONSTRUCTION - SHELL/CORE

CONTACT THE LOCAL INSPECTION JURISDICTION FOR POSSIBLE ADDITIONAL PROCEDURES AND REQUIREMENTS

CONTACT THE LOCAL INSPECTION JURISDICTION FOR POSSIBLE ADDITIONAL PROCEDURES AND REQUIREMENTS

ALTERATION: LEVEL I LEVEL II LEVEL III

HISTORIC PROPERTY CHANGE OF USE

EXISTING:

I II III IV

I II III IV

(CONTACT THE LOCAL INSPECTION JURISDICTION FOR POSSIBLE ADDITIONAL PROCEDURES AND REQUIREMENTS)

21 I-2 CONDITION 21

I-3 CONDITION 21 I-43 4 5

NON-SEPARATED USE (508.3)

STATIONARY STORAGE BATTERY SYSTEMS HAVING A LIQUID ELECTROLYTE CAPACITY OF MORE THAN 50

GALLONS FOR FLOODED LEAD-ACID, NICKEL CADMIUM OR VRLA, OR MORE THAN 1,000 POUNDS FOR

LITHIUM-ION AND LITHIUM METAL POLYMER USED FOR FACILITY STANDBY POWER, EMERGENCY POWER OR

UNINTERRUPTABLE POWER SUPPLIES

FUEL STORAGE ROOMS IN PUBLIC SCHOOLS AND BOILER ROOMS IN PUBLIC SCHOOLS

STORAGE ROOMS UNDERNEATH GRANDSTANDS OR BLEACHER SEATS CONTAINING COMBUSTIBLE OR

FLAMMABLE MATERIALS

IN OTHER THAN AMBULATORY CARE FACILITIES OR GROUP I-2 OCCUPANCIES, WASTE AND LINEN

COLLECTION ROOMS OVER 100 SQUARE FEET

IN AMBULATORY CARE FACILITIES OR GROUP I-2 OCCUPANCIES, STORAGE ROOMS GREATER THAN 100

SQUARE FEET

IN AMBULATORY CARE FACILITIES OR GROUP I-2 OCCUPANCIES, WASTE AND LINEN COLLECTION ROOMS

WITH CONTAINERS THAT HAVE AGGREGATE VOLUME OF 10 CUBIC FEET OR GREATER

SEPARATED USE (508.4)

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.

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 EXCEED 1.

13,580 (2A NS EXISTING)

25,000 (PER 1936 CODE FOR CLASS A')

13,880 (2B S1NEW)

38,000

LIFE SAFETY SYSTEM REQUIREMENTS:

NOEMERGENCY LIGHTING:

EXIT SIGNS:

FIRE ALARM:

YES

CARBON MONOXIDE DETECTION:

SMOKE DETECTION SYSTEMS:

NO YES

NO YES

NO YES

NO YES

PARTIAL

(REMAINDER OF SECTION

IS NOT APPLICABLE)

PRESCRIPTIVE PERFORMANCEASHRAE 90.1:

PRESCRIPTIVE PERFORMANCEENERGY CODE:

PRESCRIPTIVE PERFORMANCEASHRAE 90.1:METHOD OF COMPLIANCE:

BURKE

13,579

13,580

13,880 SF

13,880

41,039 SF

13,579

27,460

L. KENNETH MCDANIEL

kmcdaniel@michaelgraves.com

(336) 855-0993

(336) 855-0993

STEPHEN MOOREFIELD 32552

sdmoorefield@skaeng.com

(336) 855-0993

029394

JOSHUA BOYER 55966 (336) 855-0993

jmboyer@skaeng.com

BUILDING ENEVELOP WALLS ARE UNENCLOSED FOR 8 MONTHS PER NCBC 3103

NO CHANGE TO EXISTING FACILITY'S

OCCUPANCY COUNT

NO CHANGE TO EXISTING FACILITY'S

OCCUPANCY COUNT

N/A

* SF OF EXISTING BUILDING PROVIDED THROUGH GIS INFORMATION.

NO EXISTING PLANS PROVIDED.

NO CHANGE TO EXISTINGSEE G1.2

# INHERENTLY RATED PER NCBC TABLE 721.1(1)

NA

T H

E L

IN

E

S H

O W

N A

B O

V E

I S

E

X A

C T

L Y

O N

E I N

C H

L O

N G

A

T T

H

IS

S H

E E

T S

O R

IG

IN

L

P

G E

S

IZ

E

P R

O J E

C T

ORIG SUBMISSION:

CURRENT:

SHEET NAME:

SHEET:

A

B

C

D

E

1 2 3 4 5 6

DATE DESCRIPTION∆

G1.1

CODE SUMMARY

-8

2024.09.23

V a ld e s e

P a rk s

R e c re a ti o n D e p a rt m e n t M a s s e l A v e

S E

V a ld e s e

N

C

T O

W N

O F

V A

L D

E S

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12" = 1'-0" G1.1

2018 APPENDIX B / BUILDING CODE SUMMARY

ARCHITECT:

WALTER ROBBS ARCHITECTS,

A MICHAEL GRAVES COMPANY

530 N. Trade Street, Suite 301 Winston Salem, NC 27101 T 336.725.1371

MICHAELGRAVES.COM

MICHAEL

GRAVES

OCCUPANCY TYPES

Building Common Area

Floor Area

6799.95 SF

RINK AND POOL

POOL

136 OCC

50 SF/OCC=

7079.98 SF

DECK AREA

DECK

472 OCC

15 SF/OCC=

113'-0"E2

10'-0"C1

106'-4"E1

A4 OCCUPANCY A3 OCCUPANCY

NO CHANGES TO THE EXISTING

BUILDING'S OCCUPANCY OR USE

WALL OF EXISTING BUILDING

IS INHERENTLY 2HR (BRICK W/

CMU BACKUP). NEW RATED

DOOR TO BE INSTALLED.

FIRE SEPERATION BETWEEN

USES, 2HR PER NCBC TABLE

508.4.

WALL OF EXISTING BUILDING

IS INHERENTLY 1HR (BRICK W/

CMU BACKUP). NEW RATED

DOOR & OVERHEAD DOOR TO

BE INSTALLED.

PER TABLE 602 FIRE-

RESISTANCE RATING

REQUIREMENTS FOR

EXTERIOR WALLS BASED ON

FIRE SEPARATION DISTANCE

FIELD VERIFY

4'-8"

FIELD VERIFY

12'-1 5/8"

76'-10"C2

24'-10"E4

80'-6"E3

EXIT 002

66"

PANIC

EXIT 001

66"

PANIC

EXIT 003

66"

PANIC

6'-9"

VERIFY CLEAR WIDTH IS

GREATER 36" PER ANSI 117.1

2009 403.5.

VERIFY CLEAR WIDTH IS

GREATER 5' PER

15A NCAC 18A .2522 DECKS

(B) INDOOR SWIMMING POOLS

SHALL HAVE A CONTINUOUS

DECK OR WALKWAY EXTENDING

COMPLETELY AROUND THE

SWIMMING POOL. THE WIDTH OF

THE DECK SHALL PROVIDE AT

LEAST FIVE FEET OF CLEAR

WALKING SPACE AT ALL POINTS.

STRUCTURES COVERING

SWIMMING POOLS, INCLUDING

TEMPORARY DOMES, SHALL BE

CONSTRUCTED TO MAINTAIN A

VERTICAL CLEARANCE OF AT

LEAST SEVEN FEET FROM ALL

PARTS OF THE REQUIRED CLEAR

WALK SPACE.

LEGEND- CODE COMP PLANS

EXISTING PARTITION TO REMAIN

SMOKE BARRIER

TEMPORARY PARTITION

BUILDING ELEMENTS

1 HR FIRE BARRIER

1 HR FIRE / SMOKE BARRIER

2 HR FIRE BARRIER

2 HR FIRE / SMOKE BARRIER

3 HR FIRE BARRIER

3 HR FIRE / SMOKE BARRIER

4 HR FIRE BARRIER

4 HR FIRE / SMOKE BARRIER

19'-7"Cx

19'-7"Ex

19'-7"

DISTANCE- COMMON PATH OF TRAVEL

DISTANCE- EGRESS PATH

DISTANCE- BETWEEN FIRE EXTINGUISHERS

PATH DISTANCE

PATH NUMBER

PATH

FIRE RATED DOOR

EXIT SIGN: AT EXIT (ONE SIDED)

EXIT SIGN: EXIT DIRECTION (ONE SIDED)

EXIT SIGN: MULTIPLE EXIT DIRECTION (ONE

SIDED)

EXIT SIGN: TWO FILLED QUADRANTS INDICATE

TWO SIDED SIGN (HATCHED AREAS INDICATE

DIRECTIONS SIGN IS VISIBLE FROM)

FEC11

FEC12

FIRE EXTINGUISHERS

FEC13

FE01

EXIT 003

33"

PANIC

EXIT NAME

MAX OCCUPANT LOAD

ACTUAL OCCUPANT LOADCLEAR WIDTH PROVIDED

PANIC HARDWARE (IF EQUIPPED)

GENERAL NOTES

1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE CLEAR FROM FACE OF FINISHED WALL

TO FACE OF FINISHED WALL OR OPENING.

2. THE CONSTRUCTION MANAGER SHALL VERIFY ALL CONDITIONS, ANY VARIATIONS IN

SIZES, FLOOR LEVELS, OR ANY OTHER EXISTING WHICH MAY BE REPORTED TO THE

ARCHITECT BEFORE THE BEGINNING OF CONSTRUCTION.

3. ALL DIMENSIONS AND LAYOUTS SHALL BE FIELD COORDINATED BY THE CONSTRUCTION

MANAGER WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS, ALL SHOP DRAWINGS AND EXISTING CONDITIONS. ANY INCONSISTENCIES

SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL RESOLVE AT NO COST TO THE

OWNER AND TO THE SATISFACTION OF THE ARCHITECT, ANY AND ALL CONFLICTS

BETWEEN THE WORK OF THE VARIOUS TRADES ARISING FROM ERRORS IN COORDINATION

BETWEEN TRADES.

4. IF CONFLICTS OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS OR PRODUCTS,

PROCEDURES, ETC., THE MORE STRINGENT DETAIL AND HIGHER QUALITY SHALL BE

CONSIDERED THE INTENT OF THE CONTRACT DOCUMENTS, ARCHITECTS CONFIRMATION

IS REQUIRED.

5. ALL TYPICAL DOOR FRAMES AR TO BE PLACED 4" MIN. (HINGE SIDE) FROM ANY

INTERSECTION PARTITIONS, UNO.

6. NO AS BUILT DRAWINGS WERE ARE AVAILABLE FOR THE DEVELOPMENT CONSTRUCTION

OF THE EXISTING BUILDING. ALL DRAWINGS REPRESENTING THE EXISTING BUILDING AND

RELATED DETAILS ARE BASED ON ASSUMED CONDITIONS. ALL DIMENSIONS AND DETAILS

NEED TO BE FIELD VERIFIED DURING THE MANDATORY SITE VISIT (WHERE THE OWNER

WILL PROVIDE A MEANS TO SEE THE EXISTING ROOF CONDITIONS).

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DATE DESCRIPTION∆

G1.2

CODE COMPLIANCE PLAN-

LEVEL 01

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1/8" = 1'-0" G1.2

A1

CODE COMPLIANCE PLAN- LEVEL 01

LIFE SAFETY-OCCUPANCY- LEVEL 01

NUMBER NAME AREA AREA PER OCCUPANT OCCUPANTS

CURRENT

REV

136 OCC POOL 6799.95 SF 50.00 SF 136

472 OCC DECK 7079.98 SF 15.00 SF 472

13879.93 SF 608

EXITING REQUIREMENTS- LEVEL 01

TOTAL AREA OCCUPANTS

EXIT WIDTHS REQUIRED CURRENT

REVHORIZ EXITS STAIRS

13879.93 SF 608 0.00" 0.00"

EGRESS PATHS- LEVEL 1

PATH DISTANCE Comments

E1 106'-4" COMMON PATH OF TRAVEL = 10'-0".

TOTAL TRAVEL DISTANCE = 116-4"

E2 113'-0" COMMON PATH OF TRAVEL = 10'-0".

TOTAL TRAVEL DISTANCE = 123'-0"

E3 80'-6" COMMON PATH OF TRAVEL = 76'-10".

TOTAL TRAVEL DISTANCE = 157'-4"

E4 24'-10" COMMON PATH OF TRAVEL = 76'-10".

TOTAL TRAVEL DISTANCE = 101'-8"

NEXITING PROVIDED

MARK OCCUPANTS CURRENT REV

100A 126

1/16" = 1'-0" G1.2

A6

LEGEND- CODE PLAN

CODE COMPLIANCE PLAN NOTES

NUM. NOTE

ARCHITECT:

WALTER ROBBS ARCHITECTS,

A MICHAEL GRAVES COMPANY

530 N. Trade Street, Suite 301 Winston Salem, NC 27101 T 336.725.1371

MICHAELGRAVES.COM

MICHAEL

GRAVES

PROJECT

NORTH

TRUE

NORTH

GENERAL NOTES

1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE CLEAR FROM FACE OF FINISHED WALL

TO FACE OF FINISHED WALL OR OPENING.

2. THE CONSTRUCTION MANAGER SHALL VERIFY ALL CONDITIONS, ANY VARIATIONS IN

SIZES, FLOOR LEVELS, OR ANY OTHER EXISTING WHICH MAY BE REPORTED TO THE

ARCHITECT BEFORE THE BEGINNING OF CONSTRUCTION.

3. ALL DIMENSIONS AND LAYOUTS SHALL BE FIELD COORDINATED BY THE CONSTRUCTION

MANAGER WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS, ALL SHOP DRAWINGS AND EXISTING CONDITIONS. ANY INCONSISTENCIES

SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL RESOLVE AT NO COST TO THE

OWNER AND TO THE SATISFACTION OF THE ARCHITECT, ANY AND ALL CONFLICTS

BETWEEN THE WORK OF THE VARIOUS TRADES ARISING FROM ERRORS IN COORDINATION

BETWEEN TRADES.

4. IF CONFLICTS OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS OR PRODUCTS,

PROCEDURES, ECT., THE MORE STRINGENT DETAIL AND HIGHTER QUALITY SHALL BE

CONSIDERED THE INTENT OF THE CONTRACT DOCUMENTS, ARCHITECTS CONFIRMATION

IS REQUIRED.

5. ALL TYPICAL DOOR FRAMES AR TO BE PLACED 4" MIN. (HINGE SIDE) FROM ANY

INTERSECTION PARTITIONS, UNO.

6. NO AS BUILT DRAWINGS WERE ARE AVAILABLE FOR THE DEVELOPMENT CONSTRUCTION

OF THE EXISTING BUILDING. ALL DRAWINGS REPRESENTING THE EXISTING BUILDING AND

RELATED DETAILS ARE BASED ON ASSUMED CONDITIONS. ALL DIMENSIONS AND DETAILS

NEED TO BE FIELD VERIFIED DURING THE MANDATORY SITE VISIT (WHERE THE OWNER

WILL PROVIDE A MEANS TO SEE THE EXISTING ROOF CONDITIONS).

LEGEND- DEMOLITION PLANS

EXISTING PARTITION TO REMAIN

BUILDING ELEMENTS

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE REMOVED

EXISTING PARTITION TO REMOVED

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DATE DESCRIPTION∆

A1.1

FLOOR PLAN- DEMOLITION

PLAN

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1/8" = 1'-0" A1.1

DEMOLITION PLAN-OVERALL- LEVEL 01

1/8" = 1'-0" A1.1

LEGEND- DEMO PLANS

N DEMOLITION PLAN NOTES

NUM. NOTE

1 DEMOLISH EXISTING CANOPY

2 DEMOLISH EXISTING DOOR TO ALLOW FOR NEW DOOR TO BE INSTALLEWD IN EXISTING OPENING

3 DEMOLISH EXISTING WINDOW TO ALLOW FOR NEW WINDOW TO BE INSTALLEWD IN EXISTING OPENING

ARCHITECT:

WALTER ROBBS ARCHITECTS,

A MICHAEL GRAVES COMPANY

530 N. Trade Street, Suite 301 Winston Salem, NC 27101 T 336.725.1371

MICHAELGRAVES.COM

MICHAEL

GRAVES

PROJECT

NORTH

TRUE

NORTH

1/8" = 1'-0" A1.1

DEMO FLOOR PLAN - LEVEL 02

D2

A4.1

A2

A4.1

B2

A4.1

C2

A4.1

3'

-5

/4

121'-3 11/16"

A

C L

B

1' -9

3/

9'

-9

/8

1' -9

3/

12345678

12'-4"17'-3 9/32"17'-3 9/32"17'-3 9/32"17'-3 9/32"17'-3 9/32"17'-3 9/32"17'-3 9/32"

PRE-ENGINEERED

MEMBRANE STRUCTURE

W/ NON-COMBUSTIBLE

PRE-ENGINEERED

WALLS

EXISTING POOL

AND SLAB

8' -1

7/

8"

32'-8"

14'-0" 18'-8 3/4"

'-3

/2

'-0

'-1

/4

VERIFY

4'-8"

FIELD VERIFY

12'-1 5/8"

WALL OF EXISTING BUILDING

IS INHERENTLY 2HR (BRICK W/

CMU BACKUP). NEW RATED

DOOR TO BE INSTALLED.

FIRE SEPARATION BETWEEN

USES, 2HR PER NCBC TABLE

508.4.

100A

3' -1

0"

1B

101C

101A

101C101B

C E

N T

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O N

D O

O R

8' -6

PRE-ENGINEERED MEMBRANE

STRUCTURE CONTRACTOR TO

PROVIDE BUILDING

SEPARATION BETWEEN

EXISTING BUILDING AN NEW

PRE ENGINEERED BUILDING

M

IN

'-6

REPLACE EXISTING

WINDOWS WITH 1 HOUR

UL RATED WINDOW

FRAME AND GLAZING

SYSTEM FIELD VERIFY

WINDOW OPENINGS

A2.1

NEW ROOF ABOVE TO TIE INTO

EXISTING

ALIGN TOP OF WALL WITH EXISTING. PROVIDE

COPING CAP TO MATCH EXISTING. NEW ROOF

TO MATCH EXISTING TIED INTO EXISTING

NEW BRICK VENEER WALL. BRICK VENEER, 2"

CAVITY, 2" SPRAYED APPLIED FOAM INSULATION,

5/8" GYP SHEATHING, CFMF W/ BATT INSULATION

INFILL, 5/8" INTERIOR WALL PAINT BRICK AND GWB

TO MATCH EXISTING

THRU-WALL FLASHING

LIQUID MEMBRANE FLASHING

BRICK VENEER

SPRAY FOAM INSULATION

INORGANIC SHEATHING

CFMF, SEE STRUCTURAL. INFILL

CAVITY WITH BATT INSULATION R19

BAKER ROD & SEALANT @

PERIMETER TYP.

1 HR RATED WINDOW SYSTEM &

GLAZING

SILL PANS

BAKER ROD & SEALANT @ PERIMETER TYP.

NEW SILL TO MATCH EXISTING.

REPLACE ANY REMOVED

INSULATION AT ROOF WORK

PATCH CEILING TO MATCH

EXISTING AS NEEDED.

STEEL ANGLE TO SUPPORT

BRICK VENEER

NOTE SEE GENERAL #6

GENERAL NOTES

1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE CLEAR FROM FACE OF FINISHED WALL

TO FACE OF FINISHED WALL OR OPENING.

2. THE CONSTRUCTION MANAGER SHALL VERIFY ALL CONDITIONS, ANY VARIATIONS IN

SIZES, FLOOR LEVELS, OR ANY OTHER EXISTING WHICH MAY BE REPORTED TO THE

ARCHITECT BEFORE THE BEGINNING OF CONSTRUCTION.

3. ALL DIMENSIONS AND LAYOUTS SHALL BE FIELD COORDINATED BY THE CONSTRUCTION

MANAGER WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS, ALL SHOP DRAWINGS AND EXISTING CONDITIONS. ANY INCONSISTENCIES

SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL RESOLVE AT NO COST TO THE

OWNER AND TO THE SATISFACTION OF THE ARCHITECT, ANY AND ALL CONFLICTS

BETWEEN THE WORK OF THE VARIOUS TRADES ARISING FROM ERRORS IN COORDINATION

BETWEEN TRADES.

4. IF CONFLICTS OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS OR PRODUCTS,

PROCEDURES, ETC., THE MORE STRINGENT DETAIL AND HIGHER QUALITY SHALL BE

CONSIDERED THE INTENT OF THE CONTRACT DOCUMENTS, ARCHITECTS CONFIRMATION

IS REQUIRED.

5. ALL TYPICAL DOOR FRAMES AR TO BE PLACED 4" MIN. (HINGE SIDE) FROM ANY

INTERSECTION PARTITIONS, UNO.

6. NO AS BUILT DRAWINGS WERE ARE AVAILABLE FOR THE DEVELOPMENT CONSTRUCTION

OF THE EXISTING BUILDING. ALL DRAWINGS REPRESENTING THE EXISTING BUILDING AND

RELATED DETAILS ARE BASED ON ASSUMED CONDITIONS. ALL DIMENSIONS AND DETAILS

NEED TO BE FIELD VERIFIED DURING THE MANDATORY SITE VISIT (WHERE THE OWNER

WILL PROVIDE A MEANS TO SEE THE EXISTING ROOF CONDITIONS).

DOOR

LEVEL 01

100A

100B

100C

PR

WIDTH

3'-0"

HEIGHT

7'-0"

THICK

1 3/4"

3'-0" 7'-0" 1 3/4"

6'-0" 7'-0" 1 3/4"

MAT

HM

HM

HM

TYPE

HDW

LBL

90 MIN

REMARKS

- 45 MIN

DOOR SCHEDULE

DOOR AND HARDWARE GENERAL NOTES:

1. FIELD VERIFY DOOR OPENING DIMENSIONS

2. PROVIDE CYLINDERS AND KEYING TO MATCH EXISTING, AND COORDINATE KEYING AS REQUIRED BY OWNER.

3. DOORS WITHIN A RATED WALL TO HAVE DOOR AND FRAMES THAT ARE UL CERTIFIED FOR RATINGS SHOWN.

4. MATCH EXISTING DOOR HARDWARE STYLE, FIELD VERIFY ALL DOOR AND HARDWARE DURING MANDATORY PRE-

CONSTRUCTION SITE VISIT

45 MIN

101A PR 6'-0" 7'-0" - - - --

101A 6'-0" 7'-0" - - - --

101A 6'-0" 7'-0" - - - PEMS CONTRACTOR TO PROVIDE DOORS/FRAMES & HARDWARE - DOORS TO HAVE PANIC HARDWARE--

PEMS CONTRACTOR TO PROVIDE DOORS/FRAMES & HARDWARE - DOORS TO HAVE PANIC HARDWARE

PEMS CONTRACTOR TO PROVIDE DOORS/FRAMES & HARDWARE - DOORS TO HAVE PANIC HARDWARE

COORDINATE HARDWARE W/ OWNER TO PROVIDE EXISTING KEYING AND OPERATION WITHIN NEW RATED DOOR/FRAME.

COORDINATE HARDWARE W/ OWNER TO PROVIDE EXISTING KEYING AND OPERATION WITHIN NEW RATED DOOR/FRAME.

ROLL-UP DOOR COORDINATE HARDWARE W/ OWNER TO PROVIDE EXISTING KEYING AND OPERATION WITHIN NEW RATED DOOR/FRAME.

PR

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A2.1

FLOOR PLAN- NEW

CONSTRUCTION

-8

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1/8" = 1'-0" A2.1

FLOOR PLAN-OVERALL- LEVEL 01

ARCHITECT:

WALTER ROBBS ARCHITECTS,

A MICHAEL GRAVES COMPANY

530 N. Trade Street, Suite 301 Winston Salem, NC 27101 T 336.725.1371

MICHAELGRAVES.COM

MICHAEL

GRAVES

PROJECT

NORTH

TRUE

NORTH

1/8" = 1'-0" A2.1

FLOOR PLAN - LEVEL 02

1" = 1'-0" A2.1

SECTION @ WINDOW

LEVEL 01

0"

ROOF EAVE

17'-6 1/4"

ROOF RIDGE

38'-8 1/4"

EXISTING BUILDING

BEYOND

LEVEL 01

0"

ROOF EAVE

17'-6 1/4"

ROOF RIDGE

38'-8 1/4"

LEVEL 01

0"

ROOF EAVE

17'-6 1/4"

ROOF RIDGE

38'-8 1/4"

LEVEL 01

0"

ROOF EAVE

17'-6 1/4"

ROOF RIDGE

38'-8 1/4"

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DATE DESCRIPTION∆

A4.1

ELEVATIONS- EXTERIOR

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1/8" = 1'-0" A4.1

A2

ELEVATION- EXTERIOR- NORTH

1/8" = 1'-0" A4.1

D2

ELEVATION- EXTERIOR- EAST

1/8" = 1'-0" A4.1

B2

ELEVATION- EXTERIOR- SOUTH

1/8" = 1'-0" A4.1

C2

ELEVATION- EXTERIOR- WEST

ARCHITECT:

WALTER ROBBS ARCHITECTS,

A MICHAEL GRAVES COMPANY

530 N. Trade Street, Suite 301 Winston Salem, NC 27101 T 336.725.1371

MICHAELGRAVES.COM

MICHAEL

GRAVES

AB ANCHOR BOLT

ACI AMERICAN CONCRETE

INSTITUTE

AFF ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AITC AMERICAN INSTITUTE OF

TIMBER

CONSTRUCTION

ALT. ALTERNATE

ARCH. ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AVG. AVERAGE

AWS AMERICAN WELDING SOCIETY

BLDG. BUILDING

BM BEAM

BP BEARING PLATE;BASE PLATE

BRG. BEARING

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CMU CONCRETE MASONRY UNIT

CGS CENTER OF GRAVITY OF STEEL

CL. CENTERLINE

CLG. CEILING

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CRSI CONCRETE REINFORCING

STEEL INSTITUTE

CTR. CENTER

DCJ DOWELED CONTROL JOINT

DJ DOUBLE JOIST

DS DOWN SPOUT

DBL. DOUBLE

DET. DETAIL

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DL DEAD LOAD

DN DOWN

DWG(S). DRAWING(S)

E.F. EACH FACE

E.S. EACH SIDE

E.W. EACH WAY

E-W EAST-WEST

EA. EACH

ELEV. ELEVATION; ELEVATOR

ENGR. ENGINEER

EQ. EQUAL

EXIST. EXISTING

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

FD FLOOR DRAIN

FF FAR FACE

FDN. FOUNDATION

FIN. FINISH

FL. FLOOR

FLG. FLANGE

FOB FACE OF BRICK

FT. FOOT; FEET

FTG. FOOTING

GB GRADE BEAM

GA. GAGE; GAUGE

GALV. GALVANIZED

HM HOLLOW METAL

HS HIGH STRENGTH

HEX. HD. HEXAGONAL HEAD

HSS HOLLOW STRUCTURAL SHAPE

HT. HEIGHT

ID INSIDE DIAMETER

I.F. INSIDE FACE

IN. INCH;INCHES

IBC INTERNATIONAL BUILDING CODE

INT. INTERIOR;INTERSECTION

JST. JOIST

JT. JOINT

K or k KIP (1,000 LBS.)

K/FT KIPS PER FOOT

LLBB LONG LEGS BACK TO BACK

LLH LONG LEG HORIZONTAL

LLO LONG LEG OUTSTANDING

LLV LONG LEG VERTICAL

LW LONG WAY

LB. POUND

LG. LONG

LIN. LINEAR

LL LIVE LOAD

LT. WT. LIGHT WEIGHT

MOS MIDDLE OF SLAB

MOW MIDDLE OF WALL

MATL. MATERIAL

MAX. MAXIMUM

MIN. MINIMUM

MISC. MISCELLANEOUS

MK MARK

N/A NOT APPLICABLE

N.F. NEAR FACE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

N-S NORTH-SOUTH

NCSBC NORTH CAROLINA STATE

BUILDING CODE

NO. NUMBER

NOM. NOMINAL

O/C ON CENTER

OD OUTSIDE DIAMETER

O.F. OUTSIDE FACE

OPNG. OPENING

OPP. OPPOSITE

OH OPPOSITE HAND

ORIG. ORIGINAL

P/S PRESTRESSED

P/T POST-TENSIONING

PC PRECAST CONCRETE

PCI PRESTRESSED CONCRETE

INSTITUTE

PEN. PENETRATION

PERP. PERPENDICULAR

PJP PARTIAL JOINT PENTRATION

PL PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTI POST-TENSIONING INSTITUTE

PVC POLYVINYL CHLORIDE

R RADIUS

RD ROOF DRAIN

RAD. RADIUS

REF. REFERENCE

REINF. REINFORCE(D); REINFORCING

REM. REMAINING; REMAINDER

REQ'D. REQUIRED

SJ SAWED JOINT

S.S. STAINLESS STEEL

SW SHORT WAY

SCHED. SCHEDULE

SECT. SECTION

SHT. SHEET

SIM. SIMILAR

SJI STEEL JOIST INSTITUTE

SLBB SHORT LEGS BACK TO BACK

SLO SHORT LEG OUTSTANDING

SOG SLAB ON GRADE

SPEC(S). SPECIFICATION(S)

SQ. SQUARE

STD. STANDARD

STL. STEEL

STRUCT. STRUCTURAL

SYM. SYMMETRICAL

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF SLAB; TOP OF STEEL

TOW TOP OF WALL

T&B TOP AND BOTTOM

TEMP. TEMPORARY

THRU THROUGH

TYP. TYPICAL

U.L. UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

W/O WITHOUT

W/ WITH

WM WOLMANIZED

WP WORKING POINT

WWF WELDED WIRE FABRIC

x BY

SYMBOLS WITHIN TEXT

≈ APPROX. EQUAL

∠ ANGLE

℄ CENTERLINE

Δ DELTA

≡ IDENTITY/EXACTLY EQUAL

≠ NOT EQUAL

# NUMBER

Ω OHM / OMEGA

SYMBOLS WITHIN NUMBERS

#³ CUBED

° DEGREE(S)

∅ DIAMETER

± PLUS/MINUS

#² SQUARED

STRUCTURAL ABBREVIATIONS

TOP OF CONC. (TOC)

OR DECK ELEVATION

SPOT ELEVATION:

WORKING POINT (WP)

NOTE MARKER (SEE NOTES)

CONNECTION TYPE

COLUMN DESIGNATION

(SEE SCHEDULE)

REPAIR TYPE

REVISION MARK

INSULATION

(RIGID)

INSULATION

(BATT)

PLYWOOD

(LARGE SCALE)

STEEL

STONE FILL

WOOD (FINISH)

WOOD (ROUGH)

PRECAST CONC.

BRICK

(SECTION)

BRICK

(ELEVATION)

CONCRETE

(SECTION)

CMU

(SECTION)

CMU

(ELEVATION)

DEPRESSED

SLAB AREA

EARTH/SOIL

FILL GROUT

DEPTH"

INDICATES AREA

SHOWN IN

DETAIL

SHEET WHERE

DETAIL IS

DRAWN

NEW EXISTING

DETAIL NUMBER

MATERIALS AND SYMBOLS LEGEND

SHEET WHERE

SECTION IS DRAWN

SECTION NUMBER

ELEVATION NUMBER

SHEET WHERE

ELEVATION IS DRAWN

INDICATES

DIRECTION OF VIEW

INDICATES

DIRECTION OF VIEW

SECTION NOTE:

(SIM., O.H. ETC.)

DETAIL NOTE:

(SIM., O.H. ETC.)

MATERIALSPLAN SYMBOLS

VIEW SYMBOLS

B... COLUMN BASE PLATE

BP... BEAM BEARING PLATE

C... COLUMN

CB... CONCRETE BEAM

CG... CONCRETE GIRDER

CJ... CONCRETE JOIST

CP... CONCRETE PIER

DP... DRILLED PIER

F.... SPREAD FOOTING

GB... GRADE BEAM

L... LINTEL

MF... MAT FOOTING

MP.... MASONRY PIER

PC... PILE CAP

PTB... POST-TENSIONED CONC. BEAM

PTS... POST-TENSIONED CONC. SLAB

S... ELEVATED SLAB

SG... SLAB-ON-GRADE

WF... WALL FOOTING

WR.... RETAINING WALL FOOTING

SCHEDULED ITEMS

COLUMN GRID DESIGNATION

FOUNDATION PLAN SYMBOLS LEGEND

LOAD BRG. WALL

ISOLATED

FOOTING, SEE

SCHEDULE

CONCRETE PILE CAP,

SEE SCHEDULE

VERT. BRACE FRAME

COLUMN

MARK

F40

(ELEV.)

INDICATES

BATTERED PILE,

SEE NOTES

PC3

(ELEV.)

EDGE OF

SLAB

SLAB SPAN

DIRECTION

THICKENED

SLAB EDGE,

SEE TYP. DET.

CONT. WALL FOOTING

SEE SCHEDULE

DEPRESSED

SLAB AREA

DEPTH"

CJ

DCJ

WF30 (ELEV.)

WALL FOOTING

STEP, SEE TYP.

DET.

MAT FNDN.

MF70

(ELEV.)

G B1

(E

LE

V.

GRADE BEAM,

SEE SCHEDULE

NON-LOAD

BRG. WALL

(ELEV.)

BP1

FOUNDATION

PIER

P1818

<ELEV.>

DP_

T. ELEV

B. ELEV

CAISSON, SEE

TYP. DET.

C## C##

CONC. WALL CJ

1.

A.

B.

C.

D.

E.

2.

A.

B.

C.

D.

ANCHORS & FASTENERS

GENERAL:

ALL ANCHOR AND FASTENER PRODUCTS SHALL BE INSTALLED IN

ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS BY

PERSONNEL CERTIFIED BY THE MANUFACTURER IN THE USE OF THE

PRODUCTS BEING INSTALLED. SUBMIT CERTIFICATION DOCUMENTS.

SEE DRAWINGS AND SPECIFICATIONS FOR SPECIFIC ANCHOR AND

FASTENER REQUIREMENTS.

PRODUCT DATA SHALL BE SUBMITTED AND APPROVED PRIOR TO

INSTALLATION.

WHERE THE MANUFACTURER IS IDENTIFIED IN THE CONTRACT DOCUMENTS,

IT IS PROVIDED AS THE PERFORMANCE STANDARD FOR THE ANCHOR OR

FASTENER PRODUCT. ALTERNATE PRODUCTS MAY BE SUBMITTED FOR

APPROVAL AND MUST PROVIDE AT LEAST THE SAME PERFORMANCE FOR

THE DETAILED INSTALLATION AS THE REFERENCED PRODUCT.

DAMAGE TO EXISTING MATERIALS DUE TO ANCHOR INSTALLATION SHALL BE

REPAIRED USING PROCEDURES AND MATERIALS APPROVED BY THE

ENGINEER.

ANCHORAGE IN CONCRETE:

THE SUITABILITY OF POST-INSTALLED EXPANSION AND UNDER-CUT

ANCHORS FOR USE IN CONCRETE SHALL HAVE BEEN DEMONSTRATED BY

THE ACI 355.2 PREQUALIFICATION TESTS.

THE INSTALLATION OF ANCHORS IN HARDENED CONCRETE SHALL NOT

DAMAGE THE SURROUNDING CONCRETE OR ANYTHING EMBEDDED IN THE

CONCRETE. PRIOR TO DRILLING FOR ANCHOR INSTALLATION, LOCATE

MATERIALS EMBEDDED IN THE CONCRETE USING NON-DESTRUCTIVE

METHODS. ADJUST ANCHOR LOCATIONS TO AVOID EMBEDDED MATERIALS.

SUBMIT POSITIONS OF RELOCATED ANCHORS TO ENGINEER FOR APPROVAL

PRIOR TO DRILLING. PRE-DRILL PROBE HOLES USING A SMALL DIAMETER

DRILL BIT AT FINAL ANCHOR LOCATION TO CONFIRM A CLEAR DRILLING

PATH.

ADHESIVE ANCHORS SHALL BE INSTALLED PER THESE NOTES AND PER

TYPICAL DETAILS.

UNLESS OTHERWISE NOTED, ANCHORAGE IN NEW POST-TENSIONED

CONCRETE CONSTRUCTION SHALL BE MADE USING ANCHOR INSERTS

PLACED IN THE FORMWORK PRIOR TO CONCRETE PLACEMENT.

1.

A.

B.

C.

D.

E.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

CONCRETE

CONCRETE SHALL BE NORMAL WEIGHT CONCRETE UNLESS NOTED OTHERWISE.

CONCRETE SHALL HAVE THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE

STRENGTHS UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIFICATIONS.

FLOWABLE CONCRETE FILL.............................................. 500 PSI

FOOTINGS AND PIERS........................................................ 3000 PSI SLABS ON GRADE............................................................... 4000 PSI

PERMANENTLY EXTERIOR EXPOSED CONCRETE......... 4000 PSI

ALL OTHER CONCRETE..................................................... 4000 PSI

CONCRETE PERMANENTLY EXPOSED TO WEATHER SHALL HAVE A MAXIMUM

WATER/CEMENT RATIO OF 0.45 AND SHALL CONTAIN APPROXIMATELY 6%

ENTRAINED AIR. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS.

CONCRETE SHALL BE BATCHED USING MATERIALS AND PROPORTIONS

DESIGNATED IN THE APPROVED DESIGN MIXES. THE GENERAL CONTRACTOR

SHALL PROVIDE QUALITY CONTROL OF THE CONCRETE MIX.

CONCRETE SLUMP SHALL BE AS INDICATED IN THE SPECIFICATIONS .

THE ADDITION OF WATER TO INCREASE SLUMPS ABOVE THE LEVEL SPECIFIED OR

TO RETEMPER CONCRETE WHICH HAS EXPERIENCED SLUMP LOSS DUE TO

EXCESSIVE MIXING OR HEAT BUILD-UP IS NOT PERMITTED.

CONCRETE SHALL BE HANDLED, PLACED, AND CONSOLIDATED IN ACCORDANCE

WITH THE REQUIREMENTS OF THE SPECIFICATIONS.

SEE SPECIFICATIONS FOR CURING AND HOT AND COLD WEATHER

REQUIREMENTS FOR CONCRETE.

PROVIDE PRE-MOLDED EXPANSION-JOINT FILLER AT EDGES OF SLABS ON GRADE

AGAINST VERTICAL SURFACES UNLESS NOTED OTHERWISE.

DOWELS FROM FOOTINGS SHALL BE ACCURATELY LOCATED AND SECURELY TIED

IN PLACE PRIOR TO PLACEMENT OF THE CONCRETE. PLACEMENT OF DOWELS IN

FRESH CONCRETE AFTER THE CONCRETE HAS BEEN PLACED WILL NOT BE

PERMITTED. USE TEMPLATES FOR THE PLACEMENT OF DOWELS IN COLUMNS

AND SHEAR WALLS.

THE CONTRACTOR SHALL USE INSTRUMENTS TO MAINTAIN A CONTINUOUS

CHECK OF THE ELEVATIONS OF THE TOP SURFACES OF SLABS DURING THE

PLACEMENT AND FINISHING OF THE CONCRETE. ADJUSTMENTS SHALL BE MADE

TO MAINTAIN THE SURFACES WITHIN THE SPECIFIED TOLERANCES.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND

INSTALLING ALL ANCHOR BOLTS, CLIPS, INSERTS, SLEEVES AND OTHER

REQUIRED ITEMS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND IN

COOPERATION WITH OTHER TRADES PRIOR TO THE PLACING OF CONCRETE.

CONCRETE FORMWORK SHALL NOT BE REMOVED UNTIL CONCRETE HAS

REACHED SUFFICIENT STRENGTH TO NOT BE DAMAGED BY FORMWORK

REMOVAL. SEE ALSO SPECIFICATIONS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

CONSTRUCTION

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF PERSONS

AND PROPERTY EITHER ON OR ADJACENT TO THE PROJECT AND SHALL PROTECT

SAME AGAINST INJURY, DAMAGE, OR LOSS.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SAFETY REGULATIONS,

PROGRAMS, AND PRECAUTIONS RELATED TO ALL WORK ON THIS PROJECT.

SAFETY REGULATIONS SHALL BE STRICTLY FOLLOWED AT ALL TIMES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF

CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIALS IN ACCORDANCE

WITH THE DRAWINGS AND SPECIFICATIONS.

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO ORDERING

MATERIALS OR PROCEEDING WITH NEW WORK IN AREAS AFFECTED BY EXISTING

CONDITIONS. THE DESIGNER SHALL BE INFORMED IN WRITING OF CONFLICTS

BETWEEN EXISTING AND PROPOSED NEW CONSTRUCTION.

THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION, AND

ANY TEMPORARY BRACING OR SUPPORT REQUIRED TO ACCOMMODATE THE

CONTRACTOR’S MEANS AND METHODS ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF

CONSTRUCTION LOAD IMPOSED ON NEW AND/OR EXISTING STRUCTURES. SUCH

LOADS SHALL NOT EXCEED THE CAPACITY OF THE STRUCTURE AT ANY TIME.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING, FURNISHING,

ERECTING, AND REMOVING ANY SHORING AND BRACING REQUIRED DURING

CONSTRUCTION, INCLUDING BRACING REQUIRED FOR SIDES OF EXCAVATIONS

DURING FOUNDATION CONSTRUCTION AND TEMPORARY BRACING FOR WALLS.

THE CONTRACTOR SHALL INFORM THE DESIGNER, IN WRITING, OF ANY

DEVIATION FROM THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT BE

RELIEVED OF THE RESPONSIBILITY FOR SUCH DEVIATION BY VIRTUE OF THE

DESIGNER’S REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC. UNLESS THE

CONTRACTOR HAS SPECIFICALLY INFORMED THE DESIGNER OF SUCH DEVIATION

AT TIME OF SUBMISSION, AND THE DESIGNER HAS GIVEN WRITTEN APPROVAL

FOR THE SPECIFIC DEVIATION.

NO OPENINGS NOR ANY CHANGES IN SIZE, DIMENSION OR LOCATION SHALL BE

MADE IN ANY STRUCTURAL ELEMENTS WITHOUT WRITTEN APPROVAL OF THE

DESIGNER.

WHERE CONSTRUCTION TOLERANCES ALLOW FOR VARIATIONS IN LOCATION,

SIZE, ETC. OF STRUCTURAL ELEMENTS, IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR NECESSARY TO MODIFY

CONNECTION ELEMENTS AS REQUIRED TO PROVIDE A FINISHED PRODUCT WHICH

IS IN ACCORDANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND

SPECIFICATIONS. ANY SUCH MODIFICATIONS REQUIRED SHALL BE REVIEWED

AND APPROVED BY THE DESIGNER PRIOR TO EXECUTION.

THE DESIGNER SHALL BE NOTIFIED AT THE PROPER TIME WHEN ITEMS ARE

READY FOR FIELD REVIEW. SUFFICIENT NOTICE SHALL BE GIVEN TO ALLOW

SCHEDULING OF THE FIELD REVIEW.

1.

2.

3.

4.

5.

DRAWINGS & COORDINATION

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH

ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS, AND

DRAWINGS OF OTHER TRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

SEEING THAT THE WORK OF ALL TRADES IS COORDINATED WITH THE

STRUCTURAL WORK.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL DIMENSIONS SHOWN ON

THE CONTRACT DOCUMENTS.

ANYTHING WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE

DEFICIENCIES, OMISSIONS, CONTRADICTIONS OR AMBIGUITIES IN THE PLANS OR

SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER.

CORRECTIONS OR WRITTEN INTERPRETATIONS SHALL BE ISSUED BEFORE

CONSTRUCTION OF THE AFFECTED WORK MAY PROCEED.

DETAILS ARE MARKED AT THE SPECIFIC LOCATION WHERE THEY APPLY, BUT

ALSO INDICATE GENERAL CONSTRUCTION REQUIREMENTS FOR OTHER

LOCATIONS WITH SIMILAR CONDITIONS.

DETAILS NOTED AS "TYPICAL" MAY NOT BE REFERENCED ON THE DRAWINGS.

TYPICAL DETAILS APPLY AT ALL LOCATIONS WHERE THE TYPE OF

CONSTRUCTION SHOWN IN THE TYPICAL DETAIL OCCURS.

1.

2.

3.

4.

5.

FOUNDATIONS

THE CONTRACTOR IS TO REVIEW THE SUBSURFACE EXPLORATION REPORT

PERFORMED FOR THIS PROJECT CATAWBA VALLEY ENGINEERING & TESTING,

PROJECT NO. 24-545 DATED JULY 16, 2024 BEFORE COMMENCEMENT OF SITE

GRADING TO BECOME GENERALLY FAMILIAR WITH SUBSURFACE CONDITIONS

WHICH MAY BE ENCOUNTERED DURING CONSTRUCTION. ALL SUBGRADE

PREPARATION SHALL BE PERFORMED AS DEFINED IN THE PLANS AND

SPECIFICATIONS AND IN COOPERATION WITH THE OWNER'S GEOTECHNICAL

TESTING SERVICE.

SPECIAL FOUNDATIONS FOR THE SUPPORT OF MECHANICAL, ELECTRICAL, OR

OTHER EQUIPMENT INSIDE OR OUTSIDE OF THE BUILDING SHALL BE DESIGNED

BY THE EQUIPMENT SUPPLIER(S) AND REVIEWED BY THE STRUCTURAL ENGINEER

FOR COMPATIBILITY WITH THE BUILDING FOUNDATION SYSTEM. DRAWINGS OF

THE FOUNDATIONS SHALL BE SEALED BY A STRUCTURAL ENGINEER LICENSED IN

THE STATE WHERE THE BUILDING IS LOCATED.

FOUNDATION DRAINAGE AND GROUNDWATER CONTROL SYSTEMS MAY BE

INDICATED IN PART ON THE STRUCTURAL DRAWINGS TO SHOW APPROXIMATE

LOCATIONS RELATIVE TO CERTAIN STRUCTURAL COMPONENTS. FOUNDATION

DRAINAGE AND GROUNDWATER CONTROL SYSTEMS ARE NOT A PART OF THE

STRUCTURAL DESIGN. SEE OTHER DRAWINGS FOR DESIGN REQUIREMENTS OF

THESE SYSTEMS.

ALL FOOTINGS ARE DESIGNED TO BEAR ON RESIDUAL SOIL OR COMPACTED

ENGINEERED FILL AND TO HAVE A MINIMUM BEARING CAPACITY AS LISTED

UNDER "STRUCTURAL DESIGN DATA” IN THE GENERAL NOTES. FOOTING

EXCAVATIONS ARE TO BE INSPECTED BY AN INDEPENDENT TESTING

LABORATORY FOR SUITABLE SOILS, BEARING PRESSURE, AND COMPACTION.

COMPACTION OF SOIL UNDER FOOTINGS TO BE 100% OF THE MAXIMUM

STANDARD PROCTOR DRY DENSITY.

SEE FOUNDATION PLAN NOTES FOR FURTHER REQUIREMENTS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

REINFORCED CONCRETE MASONRY

DETAILS FOR MASONRY CONSTRUCTION ON THE STRUCTURAL DRAWINGS ARE

LIMITED IN SCOPE TO SHOW STRUCTURAL REQUIREMENTS ONLY. SEE

ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FURTHER

REQUIREMENTS OF MASONRY CONSTRUCTION INCLUDING UNIT TYPES AND

SIZES; PLACING PATTERNS; JOINT REINFORCING; VENEER TIES; CONTROL,

ISOLATION, AND EXPANSION JOINTS; INSULATION; DAMPPROOFING; ETC. SEE

DRAWINGS OF OTHER TRADES FOR OPENINGS AND OTHER SPECIAL

REQUIREMENTS.

MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530. CONCRETE MASONRY

BLOCK SHALL CONFORM TO ASTM C90. THE PORTLAND CEMENT/LIME MORTAR

SHALL CONFORM TO ASTM C270, TYPE-S. GROUT FOR FILLED MASONRY SHALL

BE FINE OR COARSE GROUT APPROPRIATELY SELECTED FOR THE WIDTH OF

GROUT SPACE PER ACI 530. GROUT SHALL CONFORM TO ASTM C476 WITH A

MAXIMUM AGGREGATE SIZE OF 3/8" FOR COARSE GROUT AND A MINIMUM

COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WHEN TESTED IN

ACCORDANCE WITH ASTM C1019. THE NET AREA COMPRESSIVE STRENGTH OF

MASONRY SHALL BE AT LEAST 1500 PSI.

PROPORTIONING OF ALL MORTAR SHALL BE ONLY BY VOLUME MEASUREMENT,

NOT BY SHOVEL COUNT. MORTAR SHALL BE PROPORTIONED USING THE SAME

PORTLAND CEMENT, HYDRATED LIME AND FINE AGGREGATE THAT ARE

SELECTED AND APPROVED FOR THE ENTIRE PROJECT. MORTAR SHALL BE

MIXED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C270,

“SPECIFICATION FOR MORTAR FOR UNIT MASONRY”.

SOLID GROUT FILL SHALL BE PROVIDED IN ALL MASONRY BELOW GRADE, IN ALL

CAVITIES WITH REINFORCING BARS, IN ALL CAVITIES WITH EMBEDDED OR

DRILLED-IN ANCHORS, AND AS INDICATED. GROUT FILL SHALL COMPLETELY AND

SOLIDLY FILL REQUIRED SPACES.

ALL MASONRY CAVITIES WHICH ARE TO BE FILLED WITH GROUT SHALL BE FILLED

IN LIFTS NOT EXCEEDING 4'-0". IF NECESSARY TO OBTAIN COMPLETE FILL, LIFT

HEIGHT SHALL BE REDUCED. CARE SHALL BE TAKEN WHILE LAYING BLOCK TO

PREVENT MORTAR AND OTHER DEBRIS FROM FALLING INTO THE CAVITIES AND

PREVENTING THE GROUT FROM COMPLETELY FILLING THE CAVITIES. GROUT

SHALL BE CONSOLIDATED AT PLACEMENT AND AGAIN AFTER INITIAL WATER

LOSS AND SETTLEMENT HAS OCCURRED.

WHERE REINFORCING IS SPECIFIED TO BE PLACED IN MASONRY CAVITIES,

REINFORCING SHALL BE SECURELY TIED IN POSITION AT THE PROPER LOCATION

WITHIN THE MASONRY PRIOR TO FILLING WITH GROUT. PROVIDE BAR

SUPPORTS AND POSITIONERS AS REQUIRED. INSERTION OF UNSECURED

REINFORCEMENT INTO MASONRY CAVITIES OR INTO GROUT FILL SHALL NOT BE

PERMITTED.

SEE MISCELLANEOUS LINTEL SCHEDULE FOR REQUIRED LINTELS IN MASONRY

WALLS NOT OTHERWISE SHOWN ON DRAWINGS.

ALL CONCRETE MASONRY SHALL BE REINFORCED WITH THE MINIMUM

REINFORCING SHOWN IN THE TYPICAL CONCRETE MASONRY REINFORCING

DETAIL, UNLESS NOTED OTHERWISE.

PROVIDE BRACING AT TOP OF ALL MASONRY WALLS. SEE TYPICAL DETAILS.

1.

2.

3.

4.

5.

6.

7.

A.

B.

C.

8.

REINFORCING STEEL

DETAILING, FABRICATION, STORAGE, AND INSTALLATION OF REINFORCING,

UNLESS OTHERWISE SHOWN ON THE PLANS, SHALL COMPLY WITH APPLICABLE

REQUIREMENTS OF THE “BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE” (ACI 318) AND THE “MANUAL OF STANDARD PRACTICE FOR DETAILING

REINFORCED CONCRETE STRUCTURES” (ACI 315), BOTH BY THE AMERICAN

CONCRETE INSTITUTE.

REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCING

STEEL WELDED TO EMBEDDED STEEL PLATES OR SHAPES SHALL CONFORM TO

ASTM A706. DO NOT WELD REINFORCING BARS TO EACH OTHER.

WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

UNLESS NOTED OTHERWISE ON PLANS OR IN DETAILS, REINFORCING BARS

MARKED ON THE PLANS AS BEING CONTINUOUS SHALL BE LAPPED AT SPLICE

LOCATIONS AS SHOWN IN SCHEDULE. FOR SPLICES AT CORNERS OR

INTERSECTIONS OF WALLS AND BEAMS, SEE TYPICAL DETAILS.

REINFORCING STEEL SHALL BE CLEAN OF MUD, DEBRIS, LOOSE RUST, CEMENT

GROUT, OR ANY OTHER MATERIAL WHICH MAY INHIBIT BOND BETWEEN THE

STEEL AND THE CONCRETE.

REINFORCING SHALL BE SECURELY TIED AND ANCHORED IN PLACE BEFORE

CONCRETE PLACEMENT TO PREVENT DISLOCATION.

UNLESS OTHERWISE NOTED, CONCRETE COVERAGE ON REINFORCING STEEL

SHALL BE AS FOLLOWS:

FOOTINGS - ALL FACES....................................................... 3"

SLAB-ON-GRADE - TOP........................................................ 1"

SLAB-ON-GRADE - BOTTOM................................................ 2"

BARS SHALL BE BENT ONLY USING APPROVED METHODS. BARS SHALL NOT BE

BENT AFTER PARTIAL EMBEDMENT IN HARDENED CONCRETE.

1.

A.

B.

C.

D.

E.

F.

2.

A.

3.

A.

1.

B.

C.

D.

1.

2.

3.

4.

5.

6.

7.

E.

F.

4.

A.

B.

C.

D.

E.

STRUCTURAL DESIGN DATA

CODES AND STANDARDS:

2018 N. C. REVISIONS TO THE 2015 INTERNATIONAL BUILDING CODE.

MIN. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-10.

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-14.

BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ACI 530-13.

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC 360-10.

AF&PA - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.

FOUNDATIONS:

FOOTINGS - ALLOWABLE SOIL BEARING PRESSURE (ASSUMED)......1500 PSF

GRAVITY LOADS:

FLOOR LIVE LOADS:

POOL DECK................................................................. 100 PSF

ROOF LIVE LOAD ................................................................. 20 PSF

ROOF TRUSS LOADS: PER ENGINEERED STRUCTURE DESIGNER

ROOF SNOW LOADS:

GROUND SNOW LOAD................................................15 PSF

FLAT ROOF SNOW LOAD............................................12 PSF

RISK CATEGORY......................................................... III

IMPORTANCE FACTOR............................................... 1.1

Ce................................................................................. 1.0 Ct.................................................................................. 1.0

DRIFT SURCHARGE LOAD AND WIDTH - AS SHOWN ON DRAWINGS

SUSPENDED DEAD LOADS: PER CONSTRUCTION SHOWN ON DWGS

OTHER DEAD LOADS: PER CONSTRUCTION SHOWN ON DWGS

WIND LOADS:

ULTIMATE WIND SPEED.......................................................120 MPH RISK CATEGORY..........................................................