Material_Specs.pdf

PDF 9 MB Posted Mar 21, 2019

Attached to: Metal Building Supplies
Solicitation number: W9124219Q0018
Issued by: Department of the Army North Carolina Army National Guard

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Item # Description Material

Type Order Unit

1 Metal Wall Panels-26gs .36" exposure (Roof Color) Metal 281 SF

2 J Channel for Metal Wall Panels (Roof Color) Metal 210 LF

3 Metal Soffit Panels 1'-6' Wide (Roof Color) Metal 170 LF

4 24 in. x 50 ft. Dark Red Aluminum Trim Coil (Match Roof Color) Metal 3 RL

5 Alum Gutters 4" Square Style (Roof Color) Metal 86 LF

6 Alum 6" Downspouts (Red) Metal 2 EA

7 Alum Vents/Screen 14"x 24" (50% clear Area) (Roof Color) Metal 2 EA

A-203

ELEVATION VALUE

REFERENCE

DESCRIPTION

DETAIL NO.

NORTH ARROW

DEMO MARK

DRAWING NO.

SHEET NO.

1 View Name 1/8" = 1'-0"A1-01

15' - 4"

AFF

A 11'-0"

SHEET NUMBERING LEGEND

DISCIPLINE

G GENERAL

C CIVIL

L LANDSCAPE

S STRUCTURAL

A ARCHITECTURAL

Q EQUIPMENT

P PLUMBING

M MECHANICAL

E ELECTRIAL

X MISCELLANEOUS

PAGE NUMBERSECTION

0 DEMOLITION / GENERAL

1 PLANS

2 EXTERIOR ELEVATIONS

3 BUILDING / WALL SECTIONS

4 ELARGED PLANS &

RELATED DETAILS

5 DETAILS & SCHEDULE

6 FINISH PLAN & SCHEDULES

7 INTERIOR ELEVATIONS

8 BID ALTERNATES (LARGE)

9 RESERVED

A1-01

SYMBOL LEGEND

SCALE

DRAWING NAME

SHEET NO.

SECTION MARK

A-203

SHEET NO.

DETAIL NO.

ACTUAL NUMBER OF

PEOPLE

MAX. EGRESS

CAPACITY

A-203

A-203 CALLOUT DETAIL

SHEET NO.

DETAIL NO.

EXTERIOR ELEVATION

MARK

INTERIOR ELEVATION

MARK

SHEET NO.

DETAIL NO.

EGRESS CALCULATION

MARK

Room name

101A ROOM NAME/NUMBER

CONTROL / ELEVATION

MARK

DOOR MARK

WINDOW MARK

CASEWORK MARK

EQUIPMENT MARK

REVISION AREA / NUMBER

CEILING TYPE / HEIGHT

WALL MARK

ACCESSORIES MARK

@ AT

AB AREA DRAIN

ACC ACCENT COLOR

ACT ACOUSTICAL CEILING TILE

ACOUS ACOUSTIC

ACW ACOUSTICAL WALL PANELS

ADJ ADJUSTABLE

AE APPROVED EQUAL

AFF ABOVE FINISH FLOOR

AFL ATHLETIC FLOORING

AHU AIR HANDLING UNIT

ALB ALUMINUM BASE

ALT ALUMINUM TILE

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

ATTEN ATTENUATION

AWP ACRYLIC WALL PANELS

BBT BIOBASED TILE

BF BLOCK FILL

BFC BROOMED FINISHED

CONCRETE

BL BLINDS

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BFG BULLET PROOF GLASS

CB# CATCH BASIN

CEM CEMENTIOUS SIDING

CF CORK FLOORING

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CFT CERAMIC FLOOR TILE

CG CURVED CEILING GRID

CI CAST IRON

CI# CURB INLET

CJ CONTROL JOINT

CLG CEILING

CL CENTERLINE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONTR CONTRACTOR

CORR CORRUGATED

CPT CARPET

CPTT CARPET TILE

CTB CERAMIC TILE BASE

CRC COLD ROLLED CHANNEL

CRF CORK RUBBER FLOORING

CS COUNTERSUNK

CWT CERAMIC WALL TILE

DET DETAIL

DEPT DRY FOG PAINT

DIA DIAMETER

DISP DISPENSER

DN DOWN

DP DEEP

DR DOOR

DS DOWNSPOUT

E/W EACH WAY

EDG EDGE BANDING

EES EMERGENCY EYE WASH

AND SHOWER

EFC EPOXY FLOOR COATING

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EIP EXISTING IRON PIPE

ELEV ELEVATION

EJ EXPANSION JOINT

EN ENAMEL

EPT HIGH PERFORMANCE

EPOXY PAINT

EQ EQUAL

EST EXISTING

EXT EXTERIOR

EXP EXPOSED CEILING

EWC ELECTRIC WATER

COOLER

FC FIRECODE

FD FLOOR DRAIN

FEB FIRE EXSTINGUISHER

BRACKET

FEC FIRE EXSTINGUISHER

CABINET

FF FINISH FLOOR

FH FIRE HYDRANT

FLU FLOURESCENT

FOF FACE OF FRAME

FOM FACE OF MASONRY

FTG FOOTING

GC GENERAL CONTRACTOR

GCT GRANITE COUNTERTOP

GA GAGE

GALV GALVANIZED

GEN GENERATOR

GFT GRANITE FLOOR TILE

GL GLASS

GMT GLASS MOSAIC TILE

GT GROUT

GYP GYPSUM BOARD

HC HOLLOW CORE

HB HOSE BIB

HC HANDICAPP

HDWD HARDWOOD

HM HOLLOW METAL

HORZ HORIZONTAL

HR HOUR

ICF INFECTION CONTROL

FLOORING

ID INSIDE DIAMETER

INSTAL INSTALLATION

INSUL INSULATION

INT INTERIOR

INV INVERT

JB JOIST BEARING

JB# JUNCTION BOX

JT JOINT

L LONG

LFT LINOLEUM FLOOR TILE

LP LIGHT POLE

LST LINOLEUM SHEET

FLOORING

LVT LUXURY VINYL TILE

MATL MATERIAL

MAX MAXIMUM

MC METAL CANOPY

MCT METAL CEILING TILE

MB MASONRY - BRICK

MECH MECHANICAL

MFR MANUFACTURER

MFT MARBLE FLOOR TILE

MIN MINIMUM

MO MASONRY OPENING

MTB MARBLE TILE BASE

MTD MOUNTED

MTL METAL

MWM METAL WALK-OFF MAT

MWT MARBLE WALL TILE

NIC NOT IN CONTRACT

NOM NORMAL

OC ON CENTER

OD OUTSIDE DIAMETER

OFOI OWNER FURNISHED,

OWNER INSTALLED

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OPP OPPOSITE

OZ OUNCE

P-LAM PLASTIC LAMINATE

P-LAM WD PLASTIC LAMINATE

WOOD DOORS

PC POLISHED CONCRETE

PERF PERFORATED

PFT PORCELAIN FLOOR TILE

PIV POST INDICATOR VALVE

PL PLATE

PLYWD PLYWOOD

PNT PAINT

POLYETH POLYETHYLENE

PP POWER POLE

PR PAIR

PTB PORCELAIN TILE BASE

PTD PAINTED

PTP PLASTIC TOILET

PARTITIONS

PWT PORCELAIN WALL TILE

PVC POLYVINYL CHLORIDE

QS QUARTZ SURFACE

QT QUARRY TILE

QZT QUARTZ TILE

R RADIUS

R&S ROD AND SHELF

RB RUBBER BASE

RBT RUBBER TILE

RCP REINFORCED CONCRETE

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RECEPT RECEPTACLE

RECYF RECYCLED FLOORING

REQD REQUIRED

RES RESILIENT

RM RUBBER MAT

ROW RIGHT OF WAY

RSF RESINOUS FLOORING

RTF RESILENT TILE FLOORING

SAT SPRAYED ACOUSTICAL

TREATMENT

SC SEALED CONCRETE

SCH SCHEDULE

SCW SOLID CORE WOOD

SDT STATIC DISSIPATIVE TILE

SF SQUARE FEET

SHEATH SHEATHING

SIM SIMILAR

SLS SOLID SURFACE

SP SPACES

SQ SQUARE

SS STAINLESS STEEL

SSC STAINED SEALED

CONCRETE

SRT SLIP RESISTANT TILE

ST STEEL

ST&R STAIR TREADS AND

RISERS

STD STANDARD

SUSP SUSPENDED

TC TERRA COTTA

T&G TONGUE AND

GROOVE

TCA TILE COUNCIL OF

AMERICA

TELE TELEPHONE

TEMP TEMPERED

TEXD TEXTURED

TFT TERRAZZO FLOOR

TILE

TOC TOP OF CURB

TOS TOP OF STEEL

TP TELEPHONE POLE

TVB TELEVISION

MOUNTING BRACKET

TYP TYPICAL

UL UNDERWRITERS

LABORATORY

U/L UTILITY/LIGHTS

UON UNLESS OTHERWISE

NOTED

VACT VINYL ACOUSTICAL

TILE

VB VAPOR BARRIER

VCT VINYL COMPOSITION

TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VWC VINYL WALL

COVERING

W/ WITH

WC WATER CLOSET

WD WOOD

WF WOOD FLOORING

WWF WELDED WIRE

FABRIC

WWM WELDED WIRE MESH

ABBREVIATIONS

DRAWN BY:

CHECKED BY:

Th is d raw ing an d t he de sig n s ho wn is the pro pe rty of

Sm ith

Si nn ett Ar ch ite ctu re, P.A . t he re pro du ctio n o r u se of th is pro pe rty wi tho ut the wr itte n c on se nt of the

Arc hit ec t is pr oh ibit ed

. A ny in frin ge me nt of the ow ne rsh ip rig hts wi ll b e s ub jec t to leg al ac tio n.

Al l co pie s o f th is d raw ing mu st b e r etu rne d t o t he

Ar ch ite ct a t th e co mp let ion of th e c on tra ct.

Sm ith

Si nn ett Ar ch ite ctu re, P.

ING

D T O

INT

O N A

" X

" S

T 9

1 8

F 9

1 3

La ke

B oo ne Tr ail Su ite

Ra lei gh

, N C inf o@ sm ith sin ne tt.c om

DESCRIPTIONDATEID

-D ra w in gs \re vi t\2

N at G ua rd

S to ra ge

G E.

rv t

/10

/20

:58

:17 P

G0-01

COVER SHEET

2015004 10 OCT 2016

DMM/JRC

TIO

1 9

NC NATIONAL GUARD STORAGE BLDG

LARGE STORAGE BUILDING

NORTH CAROLINA

G U A R

O R A G

D G

REGISTEREDARC

CORPORAT ION

NORT

ITE

CTU

,PA

. N

SIN

T N

SMIHT

INDEX OF DRAWINGS

GENERAL

G0-01 COVER SHEET

G0-02 BUILDING CODE SUMMARY

G0-03 SPECIFICATIONS

G0-04 SPECIFICATIONS

G0-05 SPECIFICATIONS

STRUCTURAL

S1-01 FOUNDATION AND FRAMING PLANS

S2-02 STRUCTURAL NOTES AND DETAILS

ARCHITECTURAL

A1-01 FLOOR PLAN

A2-01 BUILDING ELEVATIONS

A3-01 WALL SECTIONS

A5-01 DOOR SCHEDULE, DOOR ELEVATIONS, DETAILS

ELECTRICAL

E0-01 ELECTRICAL NOTES, LEGENDS OR SPECIFICATIONS

E1-01 ELECTRICAL PLAN

DESIGN PROFESSIONALS

DEPARTMENT OF PUBLIC SAFETY / NORTH CAROLINA NATIONAL GUARD

SCO # 14-11206-01

ARCHITECTURE:

SMITH SINNETT ARCHITECTURE

4600 LAKE BOONE TRAIL, SUITE 205

RALEIGH, NC 27607

919.781.8582 (P)

919.781.3979 (F)

POC: ROBERT CARMAC, AIA

rcarmac@smithsinnett.com

STRUCTURAL:

ROSS LINDEN ENGINEERS PC

710 W. NORTH STREET

RALEIGH, NC 27603

POC: BRIAN ROSS, PE

919.832.5680 (P) brian@rosslinden.com

ELECTRICAL:

ENGINEERED DESIGNS INC.

1151 SOUTHEAST CARY PARKWAY, CARY, NC 27518

POC: TOMAS VELEZ-RIVERA, PE

919.581.8481 (P) tvelez@engineereddesigns.com

OWNER:

NORTH CAROLINA NATIONAL GUARD

1636 GOLD STAR DRIVE

RALEIGH, NC 27607

POC: WILLIAM BURRIOLA

919.664.6354 (P) william.s.buriola.mil@mail.mil

DECISION MATRIX

BUILDABLE AREAS IN NORTH CAROLINA

NON-BUILDABLE

AREA NON-BUILDABLE

AREA

NON-BUILDABLE

AREA

NON-BUILDABLE

AREA

FINISH OPTION

DOOR LOCATION - FRONT LEFT OF ROLL-UP DOOR RIGHT OF ROLL-UP DOOR

DOOR LOCATION - SIDE LEFT SIDE RIGHT SIDE

DOWNSPOUT LOCATION FRONT BACK

DOWNSPOUT DISCHARGE SPLASH BLOCK METAL DS BOOT W/

CORRUGATED PIPE

METER BASE LOCATION LEFT SIDE RIGHT SIDE

FINISH OPTION

(SEE A1-01)

OPTION 1 OPTION 2 OPTION 3

CHOOSE DESIRED OPTIONS BELOW

Th is d raw ing an d t he de sig n s ho wn is the pro pe rty of

Sm ith

Si nn ett Ar ch ite ctu re, P.A . t he re pro du ctio n o r u se of th is pro pe rty wi tho ut the wr itte n c on se nt of the

Arc hit ec t is pr oh ibit ed

. A ny in frin ge me nt of the ow ne rsh ip rig hts wi ll b e s ub jec t to leg al ac tio n.

Al l co pie s o f th is d raw ing mu st b e r etu rne d t o t he

Ar ch ite ct a t th e co mp let ion of th e c on tra ct.

Sm ith

Si nn ett Ar ch ite ctu re, P.

ING

D T O

INT

O N A

" X

" S

T 9

1 8

F 9

1 3

La ke

B oo ne Tr ail Su ite

Ra lei gh

, N C inf o@ sm ith sin ne tt.c om

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEID

N O

R C

O N

U C

-D ra w in gs \re vi t\2

N at G ua rd

S to ra ge

G E.

rv t

/10

/20

:23

:20 P

G0-02

BUILDING CODE

SUMMARY

2015004 10 OCT 2016

TIO

2 9

KDB

DMM/JRC

A T

G U A R

O R A G

D G

REGISTEREDARC

CORPORAT ION

NORT

ITE

CTU

,PA

. N

SIN

T N

SMIHT

2012 APPENDIX B

BUILDING CODE SUMMARY

FOR ALL COMMERCIAL PROJECTS

NAME OF PROJECT:

ADDRESS:

OWNER / AUTHORIZED AGENT:

OWNED BY:

CODE ENFORCEMENT JURISDICTION: CITY

CITY/COUNTY

COUNTY

PRIVATE

STATE

LEAD DESIGN PROFESSIONAL:

ARCHITECTURAL

CIVIL

ELECTRICAL

FIRE ALARM

PLUMBING

MECHANICAL

SPRINKLER-STANDPIPE

STRUCTURAL

RETAINING WALLS >5' HIGH

PRE-CAST

TRUSS

LANDSCAPE

HAZMAT

FIRM NAME LICENSE #: TELEPHONE #

2012 EDITION OF NC CODE FOR:

EXISTING:

CONSTRUCTED (date): ORIGINAL USE(S) (Ch. 3):

RECONSTUCTION ALTERATION

RENOVATED (date):

REPAIR

NEW CONSTRUCTION UPFITADDITION

BASIC BUILDING DATA:

CONSTRUCTION TYPE: I-A II-A III-A IV V-A

I-B II-B III-B V-B

SPRINKLERS: NO PARTIAL* YES NFPA 13 NFPA 13R NFPA 13D

STANDPIPES: NO YES CLASS I DRYII III WET

FIRE DISTRICT: NO YES (Primary) FLOOD HAZARD AREA: NO YES

BUILDING HEIGHT: NUMBER OF STORIES

GROSS BUILDING AREA:

FLOOR EXISTING BUILDING (SF) NEW ADDITION (SF) SUBTOTAL

TOTAL

ALLOWABLE AREA

ALLOWABLE HEIGHT

BUILDING HEIGHT IN STORIES

BUILDING HEIGHT IN FEET

TYPE OF CONSTRUCTION

ALLOWABLE

(TABLE 503)

INCREASE FOR

SPRINKLERS SHOWN ON PLANS CODE

REFERENCE

FIRE PROTECTION REQUIREMENTS

LIFE SAFETY PLAN SHEET #, IF REQUIRED

STRUCTURAL FRAME,

INCLUDING COLUMNS,

GRIDERS, TRUSSES

FIRE

SEPARATION

DISTANCE

(FEET)

BEARING WALLS

NORTH

EAST

WEST

SOUTH

INTERIOR

NONBEARING WALLS

AND PARTITIONS

EXTERIOR

NORTH

EAST

WEST

SOUTH

EXTERIOR

INT. WALLS & PARTITIONS

FLOOR CONSTRUCTION

INCLUDING SUPPORTING

BEAMS AND JOISTS

ROOF CONSTRUCTION

INCLUDING SUPPORTING

BEAMS AND JOISTS

SHAFT ENCLOSURES - EXIT

SHAFT ENCLOSURES - OTHER

OCCUPANCY SEPARATION

PARTY/FIRE WALL SEPARATION

CORRIDOR SEPARATION

SMOKE BARRIER SEPARATION

TENANT SEPARATION

INCIDENTAL USE SEPARATION

RATING

REQ'D PROVIDED

(w/________*

REDUCTION)

DETAIL #

AND

SHEET #

DESIGN #

FOR RATED

ASSEMBLY

DESIGN #

FOR RATED

PENETRATION

DESIGN #

FOR

RATED

JOINTS

*INDICATES SECTION NUMBER PERMITTING REDUCTION

ZIP CODE:

PHONE:

CONTACT EMAIL:

SMITH SINNETT ARCHITECTURE ROBERT CARMAC NC 10612 (919) 781-8582

1ST FLOOR 0 SF

1200 SF

PRIMARY OCCUPANCY: A-1ASSEMBLY A-2 A-3 A-4 A-5

F-1 MODERATEFACTORYBUSINESS F-2 LOWEDUCATIONAL

H-1 DETONATEHAZARDOUS H-2 DEFLAGRATE H-3 COMBUST H-4 HEALTH H-5 HPM

I-1INSTITUTIONAL I-2 I-3 I-4

11-3 USE CONDITION 2 3 4 5

R-1RESIDENTIAL R-2 R-3 R-4

S-1 MODERATESTORAGE: S-2 LOW

MERCANTILE

UTILITY & MISC PARKING GARAGE OPEN CLOSED

HIGH PILED

REPAIR GARAGE

STORY NO. DESCRIPTION

AND USE

(A)

BLDG AREA

PER STORY

(ACTUAL)

(B)

TABLE 503

AREA

(C)

AREA FOR

FRONTAGE

INCREASE

(D)

AREA FOR

SPRINKLER

INCREASE

(E)

ALLOWABLE

AREA OR

UNLIMITED

(F)

MAXIMUM

BUILDING

AREA

Frontage area increases from Section 506.2 are computed thus:

a. Perimeter which fronts a public way or open space having 20 feet minimum width = _____ (F)

b. Total building perimeter = _____ (P)

c. Ratio (F/P) = _____ ( F/P)

d. W = Minimum width of public way = _____ (W)

e. Percent of frontage increase formula: I = 100[F/P-0.25] x W/30 = _____ (%)

The sprinkler increase per Section 506.3 is as follows:

a. Multi-story building I = 200 percent

b. Single-story building I = 300 percent Unlimited area applicable under conditions of Section 507.

Maximum Building Area = total number of stories in the building x E (506.4) The maximum area of open parking garages must comply with Table 406.3.5. The maximum area of air traffic control towers must comply with Table 412.1.2.f

PROPOSED USE:

FEET

s s

TYPE TYPE

FEET FEET = H + 20' =

STORIES STORIES + 1 = STORIES

BUILDING ELEMENT

14'-9"

V-B V-B

N/A

N/A N/A

N/A

0 HR

0HR

N/A N/A

FEET

NARENOVATION

CURRENT USE(S) (Ch. 3):

PROPOSED USE(S) (Ch. 3):

ACCESSORY OCCUPANCY: A-1ASSEMBLY A-2 A-3 A-4 A-5

F-1 MODERATEFACTORYBUSINESS F-2 LOWEDUCATIONAL

H-1 DETONATEHAZARDOUS H-2 DEFLAGRATE H-3 COMBUST H-4 HEALTH H-5 HPM

I-1INSTITUTIONAL I-2 I-3 I-4

11-3 USE CONDITION 2 3 4 5

R-1RESIDENTIAL R-2 R-3 R-4

S-1 MODERATESTORAGE: S-2 LOW

MERCANTILE

UTILITY & MISC PARKING GARAGE OPEN CLOSED

HIGH PILED

REPAIR GARAGE

INCIDENTAL USES (Table 508.2.5):

FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT 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 CUTOFF ROOMS, NOT CLASSIFIED AS GROUP H

INCINERATOR ROOMS

PAINT SHOPS, NOT CLASSIFIED AS GROUP H, LOCATED IN OCCUPANCIES OTHER THAN GROUP F LABORATORIES AND VOCATIONAL SHOPS, NOT CLASSIFIED AS GROUP H, LOCATED IN A GROUP E OR I-2 OCCUPANCY

LAUNDRY ROOMS OVER 100 SQUARE FEET

GROUP I-3 CELLS EQUIPPED WITH PADDED SURFACES

GROUP I-2 WASTE AND LINEN COLLECTION ROOMS

WASTE AND LINEN COLLECTION ROOMS OVER 100 SQUARE FEET

STATIONARY STORAGE BATTERY SYSTEMS HAVING A LIQUID ELECTROLYTE CAPACITY OF MORE THAN 50 GALLONS, OR A LITHIUM-ION CAPACITY OF 1,000 POUNDS USED FOR FACILITY STANDBY POWER, EMERGENCY POWER, OR

UNINTERUPTED POWER SUPPLIES

ROOMS CONTAINING FIRE PUMPS

GROUP I-2 STORAGE ROOMS OVER 100 SQUARE FEET

GROUP I-2 COMMERCIAL KITCHENS

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

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

EMERGENCY LIGHTING: NO YES

LIFE SAFETY SYSTEM REQUIREMENTS

EXIT SIGNS: NO YES

FIRE ALARM: NO YES

SMOKE DETECTION SYSTEM: NO YES

PANIC HARDWARE: NO YES

PARTIAL

NC NATIONAL GUARD STORAGE BUILDING

NC, LOCATIONS DETERMINED BY OWNER

-- william.s.burriola.mil@mail.mil

(919) 664-6354STORAGE

VARIES

CLIMATE ZONE:

METHOD OF COMPLIANCE:

PRESCRIPTIVE (ENERGY CODE)

ROOF/CEILING ASSEMBLY (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY:

ENERGY SUMMARY

PERFORMANCE (ENERGY CODE)

PRESCRIPTIVE (ASHRAE 90.1)

PERFORMANCE (ASHRAE 90.1)

THERMAL ENVELOPE

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF INSULATION:

SKYLIGHTS IN EACH ASSEMBLY:

U VALUE OF SKYLIGHT:

TOTAL SQUARE FOOTAGE OF SKYLIGHTS IN EACH ASSEMBLY:

EXTERIOR WALLS (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF INSULATION:

OPENINGS (WINDOWS OR DOORS WITH GLAZING)

U VALUE OF ASSEMBLY:

SOLAR HEAT GAIN COEFFICIENT:

PROJECTION FACTOR:

DOOR R-VALUES:

WALLS BELOW GRADE (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF INSULATION:

FLOORS OVER UNCONDITIONED SPACE (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF INSULATION:

FLOOR SLAB ON GRADE

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF INSULATION:

HORIZONTAL/VERTICAL REQUIREMENT:

SLAB HEATED:

MECHANICAL SUMMARY

ELECTRICAL SUMMARY

N/A

ROBERT CARMAC

TABLE 601

TABLE 503

N/A

ENGINEERED DESIGNS INC. TOMAS VELEZ-RIVERA NC 25963 (919) 851-8481

N/A

ROSS LINDEN ENGINEERS

N/A N/A

N/A

1200 SF

1 1200 9,000 N/A N/A NA 9,000

14'-9"N/A N/A 1

0 HR

> 10' N/A> 10' N/A> 10' N/A> 10' N/A> 10'

O HR> 10'

> 10' > 10' > 10' > 10'

N/A N/A N/A N/A N/A

O HR

O HR O HR

0 HR

N/A

0 HR

1200 SF

BRIAN ROSS NC 25539 (919) 832-5680

N/A

0.077

6" CONCRETE SLAB OVER VAPOR BARRIER

0.481

(NOT REQUIRED BUT PROVIDED) 7.5

SPECIAL USES 402 403 404 405 406 407 408 409 410

415 416 417 418 419 420

SPECIAL PROVISIONS 509.2 509.3 509.4 509.5 509.6 509.7 509.8

MIXED OCCUPANCY NO YES SEPARATION: EXCEPTION:

INCIDENTAL USE SEPARATION (508.2.5)

THIS SEPARATION IS NOT EXEMPT AS A NON-SEPARATED USE. (SEE EXCEPTIONS)

NON-SEPARATED MIXED OCCUPANCY (508.3.)

THE REQUIRED TYPE OF CONSTRUCTION FOR THE BUILDING SHALL BE DETERMINED BY APPLYING THE HEIGHT AND AREA LIMITATONS 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 MIXED OCCUPANCY (508.4) - 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 NOT TO EXCEED 1.

Actual Area of Occupancy A Actual Area of Occupancy B Allowable Area of Occupancy A Allowable Area of Occupancy B+ ≤ 1.00

+ ≤ 1.00

422 423

413 414 424 425 426 427 509.9

LIFE SAFETY PLAN REQUIREMENTS

LIFE SAFETY PLAN SHEET #:

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

ASSUMED AND REAL PROPERTY LINE LOCATIONS

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

EXISTING STRUCTURES WITHIN 30' OF THE PROPOSED BUILDING

OCCUPANCY TYPES FOR EACH AREA AS IT RELATES TO OCCUPANT LOAD CALCULATION (TABLE 1004.1.1)

OCCUPANT LOADS FOR EACH AREA

EXIT ACCESS TRAVEL DISTANCE (1016)

COMMON PATH OF TRAVEL DISTANCE (1014.3 & 1028.8)

DEAD END LENGTHS (1018.4)

CLEAR EXIT WIDTHS FOR EACH EXIT DOOR

MAX. CALCULATED OCC. LOAD CAPACITY EACH EXIT DOOR CAN ACCOMMODATE BASED ON EGRESS WIDTH (1005.1)

ACTUAL OCCUPANT LOAD FOR EACH EXIT DOOR

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

PROVIDED FOR PURPOSES OF OCCUPANCY SEPARATION

LOCATION OF DOORS WITH PANIC HARDWARE (1008.1.10)

LOCATION OF DOORS WITH DELAYED EGRESS LOCKS AND THE AMOUNT OF DELAY (1008.1.9.7)

LOCATION OF DOORS WITH ELECTROMAGNETIC EGRESS LOCKS (1008.1.9.8)

LOCATION OF DOORS EQUIPPED WITH HOLD-OPEN DEVICES

LOCATION OF EMERGENCY ESCAPE WINDOWS (1029)

THE SQUARE FOOTAGE OF EACH FIRE AREA (902)

THE SQUARE FOOTAGE OF EACH SMOKE COMPARTMENT (407.4)

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

SEE NOTE ON FLOOR PLAN

DESIGN LOADS:

LIVE LOADS: ROOF PSF

EQUIP. PLATFORM PSF

FLOOR PSF

PSFGROUND SNOW LOAD:

IMPORTANCE FACTORS: WIND (I )

SNOW (I )

SEISMIC (I )

BASIC WIND SPEED MPH (ASCE-7)WIND LOAD:

EXPOSURE CATEGORY

WIND BASE SHEARS (FOR MWFRS) V Vx y==

SEISMIC DESIGN CATEGORY

PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS:

SPECTRAL RESPONSE ACCELERATION

SITE CLASSIFICATION (TABLE 1613.5.2)

BASIC STRUCTURAL SYSTEM (CHECK ONE)

BEARING WALL

BUILDING FRAME

MOMENT FRAME

DUAL w/ SPECIAL MOMENT FRAME DUAL w/ INTERMEDIATE R/C OR SPECIAL STEEL

INVERTED PENDULUM

SEISMIC BASE SHEAR: V =

ANALYSIS PROCEDURE:

ARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED?

S S%g %g

SIMPLIFIED EQUIVALENT LATERAL FORCE DYNAMIC

LATERAL DESIGN CONTROL:

FIELD TEST (PROVIDE COPY OF TEST REPORT)

PRESUMPTIVE BEARING CAPACITY

PILE SIZE, TYPE, AND CAPACITY

PSF

EARTHQUAKE WIND

(TABLE 2902.1)

USE WATERCLOSETS URINALS LAVATORIES SHOWERS /

TUBS

DRINKING FOUNTAINS

C DB

w s

A x V =y s l e

OCCUPANCY CATEGORY (TABLE 1604.5) III IVIII

SPECIAL APPROVALS

STRUCTURAL DESIGN

MALE FEMALE MALE FEMALE REGULAR ACCESSIBLE

SPACE EXISTING

NEW

REQUIRED

TOTAL

UNITS

ACCESSIBLE DWELLING UNITS (SECTION 1107)

ACCESSIBLE

UNITS REQ'D.

ACCESSIBLE

UNITS

PROVIDED

TYPE A

UNITS

REQUIRED

TYPE A

UNITS

PROVIDED

TYPE B

UNITS

REQUIRED

TYPE B

UNITS

PROVIDED

TOTAL

ACCESSIBLE

UNITS PROVIDED

LOT OR

PARKING

AREA

TOTAL # OF PARKING

SPACES

PROVIDED

# OF ACCESSIBLE SPACES PROVIDED

REQUIRED

REGULAR w/ 5'

ACCESS AISLE

TOTAL # OF

ACCESSIBLE

SPACES

PROVIDED

ACCESSIBLE PARKING (SECTION 1106)

VAN SPACES WITH

132" ACCESS AISLE 8' ACCESS AISLE

FIELD TEST PRESUMPTIVE HISTORICAL DATA

B C D E F

DATA SOURCE:

YES NO

SPECIAL INSPECTIONS REQUIRED: YES NO

PLUMBING FIXTURE REQUIREMENTS

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

SOIL BEARING CAPACITIES:

N/A

STATE CONSTRUCTION OFFICE

1.0 1.0 1.0 N/A

(slab on grade)

7.2k 9.7k

0.35 0.12

4.2k 4.2k

N/A

NC NATIONAL GUARD

N/A

NON-CONDITIONED

ELECTRICAL SYSTEM AND EQIPMENT

LIGHTING SCHEDULE

LAMP TYPE IN FIXTURE

NUMBER OF LAMPS IN FIXTURE

BALLAST TYPE USED IN FIXTURE

NUMBER OF BALLASTS IN FIXTURE

TOTAL WATTAGE PER FIXTURE

SEE LIGHT FIXTURE SCHEDULE

METHOD OF COMPLIANCE:

ENERGY CODE:

ASHRAE 90.1:

XPRESCRIPTIVE PERFORMANCE

PRESCRIPTIVE PERFORMANCE

TOTAL INTERIOR WATTAGE SPECIFIED VS. ALLOWED

TOTAL EXTERIOR WATTAGE SPECIFIED VS. ALLOWED

LIGHTING SCHEDULE

506.2.1 MORE EFFECIENT MECHANICAL EQUIPMENT

506.2.2 REDUCED LIGHTING POWER DENSITY

506.2.3 ENERGY RECOVERY VENTILATION SYSTEMS

506.2.4 HIGHER EFFICIENCY SERVICE WATER HEATER

506.2.5 ON-SITE SUPPLY OF RENEWABLE ENERGY

506.2.6 AUTOMATIC DAYLIGHTING CONTROL SYSTEMS

ELECTRICAL DESIGNER STATEMENT

TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE DESIGN OF THIS BUILDING COMPLIES

WITH THE ELECTRICAL SYSTEM AND EQUIPMENT REQUIREMENTS OF THE NORTH

CAROLINA ENERGY CODE 2012 EDITION.

STORAGE (0.36W/FT2 VS 0.63W/FT2) (WHOLE BUILDING)

N/A (NO EXTERIOR LIGHTS SPECIFIED EXCEPT REQUIRED

EMERGENCY EGRESS)

NOT REQUIRED BUT PROVIDED,

3-1/2" BATT INSULATION BETWEEN RAFTERS

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A2 -0

ROOM

2' - 0"

32' - 0" 4' - 0" 4' - 0"

A1-01

40' - 0"

' - 0

PROVIDE (1) #5 VERT. REBAR AT EACH

OVERHEAD DOOR JAMB FROM TOP OF

FTG. TO STEEL LINTEL BEARING

ELEVATION

PROVIDE BACKER RODS AND

SEALANT ON EACH FACE OF WALL

CONTROL JOINTS, TYP.

PROVIDE (1) #5 VERT. REBAR AT

EACH BLDG. CONTROL JOINT FROM

TOP OF FTG. TO TOP OF CMU WALL

ELEVATION. SEE STRUCTURAL

ELECTRICAL CONDUIT SLEEVE IN

CMU WALL FOR SERVICE ENTRANCE.

VERIFY LOCATION SPECIFIC TO EACH

SITE AND RELOCATE AS NECESSARY

FOR SITE ADAPTATION.

PROVIDE (1) #5 VERT. REBAR AT EACH

HM. DR. JAMB FROM TOP OF FTG. TO

MASONRY LINTEL BEARING ELEVATION.

FOLLOW MFR's INSTRUCTIONS FOR

ANCHORING THE HM. DR. FRAME INTO

THE CMU JAMBS. PROVIDE SEALANT

ON EACH FACE OF DOOR FRAME ALL

AROUND.

EXTEND FLOOR SLAB TO EXTERIOR AT

HM. DR. LOCATIONS. EMBED DOOR

THRESHOLD IN SEALANT BEAD.

DASHED LINE INDICATES

OVERHANG LINE

DOOR: 3'-8" x 7'-0" OPENING: 4' x 7'-4"

6' x 12', 6"

CONCRETE

PAD W.W.F.

4' - 0"

' - 0

STEEL BOLLARDS, TYP. EACH SIDE OF

O.H. DOOR - SEE DETAIL 7/A5-01

1/4" / 12"

DSDS

PROVIDE (1) VERT. #5 REBAR AT 32"

O.C. BETWEEN THE 1ST COURSE OF

CMU's. EXTEND CJ's FROM TOP OF CONC. FTG's TO TOP OF WALL. SEE

STRUCTURAL

PROVIDE (1) VERT. #5 REBAR AT EACH

BLDG. CORNER FROM TOP OF FTG. TO

TOP OF CMU WALL ELEVATION. SEE

STRUCTURAL

OPTIONAL DOOR RELOCATION FOR

SITE SPECIFIC ADAPATION

OPTIONAL DOOR RELOCATION

FOR SITE SPECIFIC ADAPATION

FIRE EXTINGUISHER BRACKET

1' - 6" 1' - 6"

' - 3

A5-01

SIM

A5-01

SIM

A5-01

SIM

OPTION: ALTERNATE ELECTRIAL

SERVICE LOCATION

ALTERNATE LOCATION:

PREFINISHED DOWNSPOUT

ALTERNATE LOCATION:

PREFINISHED DOWNSPOUT

SEE STRUCTURAL

DWGS. FOR CONTROL

JOINT LOCATIONS

A1-01

A3-01

TRUSS

BEARING

' - 1

1/ 2"

OPTIONAL DOOR RELOCATION FOR

SITE SPECIFIC ADAPATION.

A1-01

A3-01

TRUSS

BEARING

' - 1

1/ 2"

12"

OPTIONAL DOOR RELOCATION FOR

SITE SPECIFIC ADAPATION

ALTERNATE LOCATION:

PREFINISHED DOWNSPOUT

GUTTERS & DOWNSPOUTS

ROOF + WALL PANEL COLOR

FRAME AND DOOR COLOR

COILING DOOR COLOR

CUSTOM CMU COLOR

MORTAR COLOR

STEEL DOOR LINTEL

MATERIAL FINISH OPTION 1

MATCH ROOF COLOR

EVERGREEN

MATCH ROOF COLOR

MAROUS BLEND

MATCH MASONRY

MATCH ROOF COLOR

FINISH OPTION 2 FINISH OPTION 3

MATCH ROOF COLOR

MANSARD BROWN

MATCH ROOF COLOR

RICHFIELD BLEND

MATCH MASONRY

MATCH ROOF COLOR

COLONIAL RED

MATCH ROOF COLOR

AUTUMN BLEND

MATCH MASONRY

MATCH ROOF COLOR

NOTE: - BASIS OF DESIGN FOR COLOR SELECTION

- CUSTOM CMU - QUIK BRIK OR EQUAL

- ROOF PANEL - UNION CORRUGATING COMPANY

- STL. LINTEL PAINT TO MATCH ADJACENT FRAME FINISH

- MORTAR COLOR AS SPECIFIED BY MANUFACTURER

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A1-01

FLOOR PLAN

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1/4" = 1'-0"A1-01

1 FLOOR PLAN

1/4" = 1'-0"A1-01

2 SECTION - LONGITUDINAL

1/4" = 1'-0"A1-01

3 SECTION - TRANSVERSE

NOTES:

• SUBMIT SHOP DRAWINGS FOR ROOF TRUSS SYSTEM DESIGN THAT IS SIGNED, DATED AND SEALED

BY A LICENSED NORTH CAROLINA PROFESSIONAL ENGINEER FOR APPROVAL, PRIOR TO

FABRICATION.

• WOOD ROOF TRUSSES WITH 1'-6" OVERHANG ON ALL SIDES. PROVIDE OPENING IN ROOF

DIAPHRAGM FOR A CONTINUOUS RIDGE VENT. PROVIDE 2X CANTILEVERD OUTRIGGERS OVER GABLE WALL FRAMING. ALL FRAMING, BRIDGING, BLOCKING, BRACING, FASTENERS, CONNECTORS AND ROOF SHEATHING ATTACHMENT SHALL BE DESIGNED AND FURNISHED BY THE ROOF TRUSS SYTEM

MFG. PER THE CURRENT NORTH CAROLINA STATE BUILDING CODE.

1/4" = 1'-0"

FINISH LEGEND4

A1-01

0 1' 2' 3'

A1-01

FINISHED GRADEOPTIONAL DOOR RELOCATION FOR

SITE SPECIFIC ADAPATION.

6" STEEL CONCRETE FILLED BOLLARD

WITH PLASTIC COVER, 7/A5-01

OPTION: 25' BLACK CORRUGATED

PIPE TO DAYLIGHT, TYP.

PREFINISHED METAL RIDGE VENT

PREFINISHED METAL ROOF PANELS

PREFINISHED GUTTER AND DOWNSPOUTS

1'-6" ENDWALL OVERHANG

OPTION: METAL DOWNSPOUT BOOT W/

CONCEALED CLEANOUT, 1/A5-01

ALTERNATE LOCATION: PREFINISHED

DOWNSPOUT

INTEGRAL CUSTOM CMU W/ MATCHING

COLORED MORTAR

ANGLED DOWNSPOUT WITH SPLASH BLOCK

A1-01

FULL CUT-OFF AREA LIGHT

PREFINISHED OVERHEAD COILING DOOR

PREFINISHED METAL WALL PANELS

PREFINISHED TRIM

1'-6" SIDEWALL OVERHANG

ALTERNATE LOCATION:

PREFINISHED DOWNSPOUT

OPTION: METAL DOWNSPOUT BOOT W/

CONCEALED CLEAN OUT, 1/A5-01

FINISHED GRADE LINE

' - 1

1/ 2"

TRUSS

BEARING

12"

EPOXY PAINT ON H.M. DOOR

AND FRAME

25' BLACK CORRUGATED

PIPE TO DAYLIGHT, TYP.

OPTIONAL DOOR RELOCATION FOR SITE

SPECIFIC ADAPATION

INTEGRAL CUSTOM CMU W/

MATCHING COLORED MORTAR

14"x24" ALUMINUM GABLE VENT W/ 50%

FREE AREA. INCLUDE INSECT SCREEN

6" STEEL CONCRETE FILLED BOLLARD

WITH PLASTIC COVER, 7/A5-01

EXTERIOR EMERGENCY EGRESS

LIGHT FIXTURE

ANGLED DOWNSPOUT WITH

SPLASH BLOCK

CJ CJ

A1-01

12"

PREFINISHED METAL WALL PANELS

PREFINISHED TRIM

1'-6" SIDEWALL OVERHANG

PREFINISHED DOWNSPOUT

ANGLED DOWNSPOUT WITH

SPLASH BLOCK

FINISHED GRADE LINE

OPTION: 25' BLACK

CORRUGATED PIPE TO

DAYLIGHT, TYP.

INTEGRAL CUSTOM CMU W/

MATCHING COLORED MORTAR

14"x24" ALUMINUM GABLE VENT W/ 50%

FREE AREA. INCLUDE INSECT SCREEN

OPTION: METAL DOWNSPOUT BOOT

W/ CONCEALED CLEAN OUT, 1/A5-01

A1-01

PREFINISHED METAL RIDGE VENT

PREFINISHED METAL ROOF PANELS

PREFINISHED GUTTER AND DOWNSPOUTS

1'-6" ENDWALL OVERHANG

ANGLED DOWNSPOUT WITH SPLASH

BLOCK

FINISHED GRADE

PREFINISHED DOWNSPOUT

OPTION: 25' BLACK CORRUGATED

PIPE TO DAYLIGHT, TYP.

INTEGRAL CUSTOM CMU W/ MATCHING

COLORED MORTAR

6" STEEL CONCRETE FILLED BOLLARD

WITH PLASTIC COVER, 7/A5-01

EXTERIOR EMERGENCY EGRESS

LIGHT FIXTURE

OPTION: METAL DOWNSPOUT BOOT W/

CONCEALED CLEANOUT, 1/A5-01

ALTERNATE LOCATION:

PREFINISHED DOWNSPOUT

Th is d raw ing an d t he de sig n s ho wn is the pro pe rty of

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Si nn ett Ar ch ite ctu re, P.A . t he re pro du ctio n o r u se of th is pro pe rty wi tho ut the wr itte n c on se nt of the

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A2-01

BUILDING

ELEVATIONS

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1/4" = 1'-0"A2-01

2 ELEVATION - LEFT SIDEWALL

1/4" = 1'-0"A2-01

1 ELEVATION - FRONT ENDWALL

1/4" = 1'-0"A2-01

3 ELEVATION - REAR ENDWALL

1/4" = 1'-0"A2-01

4 ELEVATION - RIGHT SIDEWALL

NOTE:

• PAINT ALL EXPOSED WOOD TRIM

• PAINT ALL EXPOSED METAL NOT PREFINISHED

ROOF TRUSS (DESIGN BY MFG. TO COMPLY WITH NC SBC)

PREFINISHED 26 GA. GALV. METAL ROOF W/ EXPOSED

FASTENERS OVER AIR AND WATER BARRIER ON 1/2"

PLYWOOD SHEATHING W/ 28 GA. WOOD GABLE AND FASCIA

TRIM BOARDS AND RIDGE VENT

3-1/2" BATT WALL INSULATION (UNFACED) WITHIN

GABLE AREA

PREFINISHED METAL WALL PANELS OVER AIR AND WATER

BARRIER AND 1/2" PLYWOOD SHEATHING ON END WALL

TRUSS (DESIGN BY MFG. TO COMPLY W/ NC SBC)

GABEL BEYOND

OVERHEAD STEEL COILING DOOR WITH LOCK. MOUNT

TO CMU WALL WITH EXPANSION BOLTS PER MFG.

INSTRUCTIONS.

PREFINISHED METAL DRIP EDGE TRIM

BELOW ROOF PANELS

DOUBLE 4" BOND BEAM (8") AT OVERHEAD DOOR

STEEL BEAM LINTEL W/ STEEL PLATE AT HEAD, SEE

STRUCTURAL. PAINTED

6" CONCRETE SLAB W/ WIRE MESH REINFORCEMENT.

SLOPE DOWN 1/4" PER 12" AWAY FROM BUILDING.

EXPANSION JOINT AT OVERHEAD DOOR

RECESSED CONCRETE FLOOR SLAB 1" AT OVERHEAD

DOOR SILL. SLOPE TO DRAIN

6" STEEL CONCRETE FILLED BOLLARD WITH PLASTIC

COVER, 7/A5-01

1/4" / 12"

EXTERIOR EMERGENCY EGRESS LIGHT FIXTURE, SEE

ELECTRICAL

14"x24" ALUMINUM GABLE VENT W/ 50% FREE AREA.

INCLUDE INSECT SCREEN

2"x4" OUTRIGGER

1 1/2" POLYISOCYANURATE

PERIMETER INSULATION

A3-01

FULL CUT-OFF AREA LIGHT

PREFINISHED 26 GA. GALV. METAL ROOF W/ EXPOSED

FASTENERS, PREFINISHED METAL TRIM, DRIP EDGE, ON

SHEATHING

ROOF TRUSS (DESIGN BY MFG. TO COMPY WITH NC SBC)

3-1/2" UNFACED FIBERGLASS BATT ROOF INSULATION

GALVANIZED ROOF TRUSS CONNECTION PLATES PER

TRUSS MFG.

A3-01

CUSTOM CMU WALL W/ WIRE MESH EVERY 4TH COURSE (@ 16"

O.C.) AND 3/8" CONCAVE MORTAR JOINTS

6' CONCRETE FLOOR SLAB W/ 6"x6" / W2.9 x W2.9 WIRE MESH

15 MIL VAPOR BARRIER BELOW FLOOR SLAB

5" OF WASHED #57 STONE ON COMPACTED EARTH

OPTION: METAL DOWNSPOUT BOOT W/ CONCEALED

CLEANOUT, 1/A5-01

FINISH GRADE TO BE 6" BELOW FINISHED FLOOR SLAB AND

SLOPE AWAY FROM BUILDING

OPTION: EXTEND DOWNSPOUT W/ SS CLAMP ON 25' OF 4"

BLACK CORRUGATED PIPE TO DAYLIGHT, TYP. SLOPE DRAIN

DOWN 1/4:12 MIN. TO DAYLIGHT BEYOND BUILDING.

2"x8" TREATED WOOD TOP PLATE WITH HURRICANE CLIP

DOUBLE 4" BOND BEAM (8")

2"x4" WOOD FRAMING W/ PREFINISHED PERFORATED METAL

SOFFI T PANELS

PREFINISHED 6" GUTTER W/ EXPANSION SUPPORTS AT 4'-0"

O.C. AND 6" DOWNSPOUTS

PREFINISHED METAL DRIP EDGE TRIM BELOW ROOF PANELS

PREFINISHED METAL OVER 1"x8" TREATED WOOD FACE TRIM

12"

A3-01

ANGLED DOWNSPOUT WITH SPLASH BLOCK

CONNECTOR AT EACH PIECE OF SHAPED BLOCKING

2"x6" SHAPED BLOCKING EVERY OTHER TRUSS

1/2" DIA. ANCHOR BOLTS (THREADED ROD W/ NUT

AND WASHER @ 24" SPACING) INTO 2"x8" TREATED

WOOD TOP PLATE, DOUBLE 4" BOND BEAM (8") W/

(2) #5 HORIZONTAL BARS

18 GA. HURRICANE ANCHOR AT EACH ROOF TRUSS

1" MIN. GAP ABOVE INSULATION FOR CONDENSATION VENTILATION.

FIBERGLASS INSULATION BETWEEN TRUSS TOP CORD SUPPORTED

BY TIGER WIRE

12"

PREFINISHED 26 GA. GALV. METAL ROOF W/ EXPOSED FASTENERS,

PREFINISHED METAL TRIM, DRIP EDGE, ON SHEATHING

ROOF TRUSS (DESIGN BY MFG. TO COMPY WITH NC SBC)

3-1/2" UNFACED FIBERGLASS BATT ROOF INSULATION

CUSTOM CMU WALL W/ WIRE MESH EVERY 4TH COURSE (@ 16"

O.C.) AND 3/8" CONCAVE MORTAR JOINTS

PREFINISHED 6" GUTTER W/ EXPANSION SUPPORTS AT

4'-0" O.C. AND 6" DOWNSPOUTS

PRFINISHED PERFORATED METAL SOFFIT

1"x8" FACIA BOARD

2 8

2"x6" WOOD FRAMING

2"x4" WOOD FRAMING, TREATED WOOD WHEN IN

CONTACT W/ MASONRY

ROOF DRAIN LEADER

ANGLED DOWNSPOUT

WITH SPLASH BLOCK

OPTION: METAL DOWNSPOUT

BOOT W/ CONCEALED

CLEANOUT, 1/A5-01

1 1/2" POLYISOCYANURATE

PERIMETER INSULATION,

TYP.

1' - 0"

2' - 0"

CONCRETE FOOTING,

REFER TO STRUCTURAL

1/2" EXPANSION JOINT

BETWEEN CONCRETE SLAB

AND WALL

2 8

ROLL-UP DOOR COIL SHROUD

STEEL BEAM LINTEL W/ STEEL

PLATE AT HEAD, SEE

STRUCTURAL, PAINTED

DOOR FRAME/WALL BEYOND

1/2" DIA. ANCHOR BOLTS

(THREADED ROD W/ NUT AND

WASHER @ 24" SPACING) INTO

2"x8" TREATED WOOD TOP

PLATE, DOUBLE 4" BOND BEAM

(8") W/ (2) #5 HORIZONTAL BARS

8' - 0" BOTTOM OF

STEEL LINTEL

PREFINISHED METAL WALL

PANELS OVER AIR AND WATER

BARRIER AND 1/2" PLYWOOD

SHEATHING ON END WALL TRUSS

(DESIGN BY MFG. TO COMPLY W/

NC SBC)

MASONRY BOND BEAM UNITS

PER MANUF.

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3/4" = 1'-0"A3-01

3 WALL SECTION - SIDE WALL

1 1/2" = 1'-0"A3-01

4 TRUSS/WALL ANCHOR DETAIL

NOTES:

• BOTTOM OF FOOTINGS SHALL BE 12" MINIMUM BELOW THE UNDISTRUBED GROUND SURFACE

• FINISHED GRADE SHALL BE 6" MINIMUM BELOW FLOOR LEVEL ALL AROUND

• PROVIDE A SWALE WHERE NEEDED TO DIRECT WATER AWAY FROM BUILDING

• WHERE GROUND WATER RISES TO WITHIN 6" OF THE FINSHED GRADE FOUNDATION DRAINS SHALL BE

PROVIDED

1 1/2" = 1'-0"A3-01

2 SIDE WALL FOUNDATION DETAIL

1 1/2" = 1'-0"A3-01

5 OVERHEAD DOOR HEAD DETAIL

HOLLOW METAL DOOR

FRAME - FILL SOLID W/

GROUT

GALV. CORR. ANCHORS

SET IN CMU

1/2" RETURN

FILL CMU SOLID W/

CONCRETE

SEALANT, ENTIRE

PERIMETER EA.

SIDE

#5 REBAR FROM

FOOTING CONT. TO

LINTEL

U.O .N.

7 5 /8"

WALL BEYOND

FINISHED FLOOR

AS SCHED.

SLOPE:

THRESHOLD SET IN

MASTIC

HM FRAME & DOOR

1/4" PER FOOT

8 3/4"

2" 3' - 8" 2"

HM1

HOLLOW METAL

FRAME W/ FLUSH

DOOR

COH

COILING OVERHEAD

DOOR FRAME

8 3/4"

CMU

LINTEL BEAM - SEE

STRUCT. FOR

REINFORCING

H.M. FRAME

- FILL SOLID

W/ GROUT

RAKE AND

SEALANT, TYP.

7 5/8"

4" CMU

STEEL BEAM

LINTEL, SEE

STRUCTURAL

0.375" STEEL PLATE

RAKE AND

SEALANT, TYP.

7 5/8"

TYP

AS SCHEDULED

OH COILING DOOR

AS SCHEDULED

NOTE: REFER TO

FLOOR PLAN SHEET

A1-01 FOR QUANTITIES

FILL PIPE SOLID W/

CONC. AND ROUND

SMOOTH (ROUGH TOP

SURFACE WILL NOT

BE PERMITTED)

6" PIPE BOLLARD

2' - 6"

N4"

3" MIN 3" MIN

PROVIDE CONTROL

JOINT AROUND

BOLLARD, REFER TO

STRUCTURAL DWGS.

VINYL SLEEVE

OVER BOLLARD

14" DIAM CONC.

ENCASEMENT

7 3/4"

INTERIOR:

4"x5"36

" M

CONNECT TO 25' BLACK

CORRUGATED PIPE

DOWNSPOUT

10" +/-

24" +/-

PRE-CAST

CONCRETE SPLASH

BLOCK

3'-6"x4'-0" 60 MIL SINGLE PLY. WALK OFF

MEMBRANE PATCH UNDER SPLASH

BLOCKS ON ROOFS

**(TYPICAL AT ALL ROOF DRAIN LEADERS DRAINING ONTO A

LOWER ROOF FROM A HIGHER ROOF.)

JOINT REINF. DISCONTINUOUS @

CONTROL JOINT

CMU SASH BLOCK

CONTROL JOINT MATERIAL

SEALANT W/ BACKER ROD

EACH SIDE

FILL CMU CELL SOLID AND

REINFORCE AS SHOWN ON

STRUCTURAL DRAWINGS EACH SIDE

OF CONTROL JOINT.

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DOOR SCHEDULE,

DOOR ELEVATIONS,

DETAILS

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DOOR SCHEDULE

DOOR FRAME

HARDWARE

SET FIRE RATING REMARKSMARK

DOOR SIZE

MAT TYPE LVS MAT TYPE

DETAILS

WIDTH HEIGHT THK HEAD JAMB THRESH

100 3' - 8" 7' - 0" 1 3/4" HM D1 0 HM HM1 6/A5-01 5/A5-01 8/A5-01 1 0 HR INCLUDE DOOR SWEEP AND BOTTOM DRIP EDGE; DRIP EDGE AT TOP 101 3' - 8" 7' - 0" 1 3/4" HM D1 0 HM HM1 6/A5-01 5/A5-01 8/A5-01 1 0 HR INCLUDE DOOR SWEEP AND BOTTOM DRIP EDGE; DRIP EDGE AT TOP 102 10' - 0" 8' - 1" 1/2" Overhead Door as Specified in 08 36 00 COH 4/A5-01 5/A5-01 8/A5-01 0 HR

3" = 1'-0"A5-01

5 TYPICAL HOLLOW METAL FRAME

1 1/2" = 1'-0"A5-01

8 TYP. EXTERIOR DOOR THRESHOLD

1/4" = 1'-0"

DOOR & FRAME ELEVATIONS

1 1/2" = 1'-0"A5-01

6 HM HEAD @ 8" CMU

1 1/2" = 1'-0"A5-01

4 HEAD @ O.H. DOOR

1/4" = 1'-0"

DOOR LEGEND

1" = 1'-0"A5-01

7 BOLLARD DETAIL

1" = 1'-0"A5-01

1 CAST IRON DOWNSPOUT BOOT

OPTION: CHOOSE 1

1/4" = 1'-0"A5-01

3 SPLASH BLOCK AT DOWNSPOUT

1" = 1'-0"A5-01

2 BLOCK PARTITION CONTROL JOINT

This acquisition is reserved for small business concerns. This combined synopsis/solicitation is in accordance with FAR 12.6. The North American Industry Classification system code (NAICS) 423330 size standard of 200 employees..

CLAUSES INCORPORATED BY REFERENCE

52.204-13 System for Award Management Maintenance 52.204-19 Incorporation by Reference of Representations and Certifications.

P- 52.211-6-- Brand Name or Equal P- 52.212-1, Instructions to Offerors P- 52.212-3, Offerors Representations and Certifications – Commercial Items 52.212-4 Contract Terms and Conditions--Commercial Items 52.222-50 Combating Trafficking in Persons 52.232-39 Unenforceability of Unauthorized Obligations 52.232-40 Providing Accelerated Payments to Small Business Subcontractors 252.203-7000 Requirements Relating to Compensation of Former DoD Officials 252.203-7002 Requirement to Inform Employees of Whistleblower Rights 252.204-7003 Control Of Government Personnel Work Product 252.204-7006 Billing Instructions 252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting 252.204-7015 Notice of Authorized Disclosure of Information for Litigation Support 252.223-7008 Prohibition of Hexavalent Chromium 252.225-7001 Buy American And Balance Of Payments Program-- Basic 252.225-7002 Qualifying Country Sources As Subcontractors 252.225-7048 Export-Controlled Items 252.232-7003 Electronic Submission of Payment Requests and Receiving Reports 252.232-7010 Levies on Contract Payments 252.237-7010 Prohibition on Interrogation of Detainees by Contractor Personnel 252.243-7001 Pricing Of Contract Modifications 252.244-7000 Subcontracts for Commercial Items 252.247-7023 Transportation of Supplies by Sea

CLAUSES INCORPORATED FULL TEXT

P- 52.212-2, Evaluation—Commercial Items: The Government will award a firm-fixed priced contract to a small business. Only one award will be made. The Government intends to award a firm-fixed price contract to the responsible vendor whose quote conforming to the solicitation provides the Best Value to the Government. “Best value” means the expected outcome of an acquisition that, in the Government’s estimation, provides the greatest overall benefit in response to the requirement. In accordance with FAR

12.602 & FAR 13.106-2, technical, price & readily available past performance information will be considered in the streamlined evaluation. This may result in award being made to a higher-rated, higher-priced quote. The Government’s selection of a higher-rated, higher-priced quote will be supported by a determination that the technical/past performance superiority warrants the additional cost involved.

Offerors are encouraged to submit past performance references.

52.219-28 , Post-Award Small Business Program Rerepresentation 52.252-2, Clauses Incorporated by Reference 52.252-6, Authorized Deviations in Clauses 252.232-7006, Wide Area Workflow

52.212-5 CONTRACT TERMS AND CONDITIONS REQUIRED TO IMPLEMENT STATUTES OR EXECUTIVE

ORDERS--COMMERCIAL ITEMS

(a) The Contractor shall comply with the following Federal Acquisition Regulation (FAR) clauses, which are incorporated in this contract by reference, to implement provisions of law or Executive orders applicable to acquisitions of commercial items:

(1) 52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements (JAN 2017) (section 743 of Division E, Title VII, of the Consolidated and Further Continuing Appropriations Act, 2015 (Pub. L. 113-235) and its successor provisions in subsequent appropriations acts (and as extended in continuing resolutions)).

(2) 52.204-23, Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab and Other Covered Entities (Jul 2018) (Section 1634 of Pub. L. 115-91).

(3) 52.209-10, Prohibition on Contracting with Inverted Domestic Corporations (Nov 2015).

(4) 52.233-3, Protest After Award (AUG 1996) (31 U.S.C. 3553).

(5) 52.233-4, Applicable Law for Breach of Contract Claim (OCT 2004) (Public Laws 108-77 and 108-78 (19 U.S.C. 3805 note)).

(b) The Contractor shall comply with the FAR clauses in this paragraph (b) that the Contracting Officer has indicated as being incorporated in this contract by reference to implement provisions of law or Executive orders applicable to acquisitions of commercial items: (Contracting Officer check as appropriate.)

___ (1) 52.203-6, Restrictions on Subcontractor Sales to the Government (Sept 2006), with Alternate I (Oct 1995) (41 U.S.C. 4704 and 10 U.S.C. 2402).

____ (2) 52.203-13, Contractor Code of Business Ethics and Conduct (Oct 2015) (41 U.S.C. 3509).

X (3) 52.203-15, Whistleblower Protections under the American Recovery and Reinvestment Act of 2009 (June 2010) (Section 1553 of Pub. L. 111-5). (Applies to contracts funded by the American Recovery and Reinvestment Act of 2009.)

X (4) 52.204-10, Reporting Executive Compensation and First-Tier Subcontract Awards (Oct 2018) (Pub. L.

109-282) (31 U.S.C. 6101 note).

___ (5) [Reserved]

___ (6) 52.204-14, Service Contract Reporting Requirements (Oct 2016) (Pub. L. 111-117, section 743 of Div. C).

___ (7) 52.204-15, Service Contract Reporting Requirements for Indefinite-Delivery Contracts (Oct 2016) (Pub. L. 111-117, section 743 of Div. C).

X (8) 52.209-6, Protecting the Government's Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment. (Oct 2015) (31 U.S.C. 6101 note).

____ (9) 52.209-9, Updates of Publicly Available Information Regarding Responsibility Matters (Oct 2018) (41 U.S.C. 2313).

____ (10) [Reserved]

____ (11)(i) 52.219-3, Notice of HUBZone Set-Aside or Sole-Source Award (NOV 2011) (15 U.S.C. 657a).

____ (ii) Alternate I (NOV 2011) of 52.219-3.

____ (12) (i) 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns (OCT 2014) (if the offeror elects to waive the preference, it shall so indicate in its offer) (15 U.S.C. 657a).

____ (ii) Alternate I (JAN 2011) of 52.219-4.

____ (13) [Reserved]

X (14)(i) 52.219-6, Notice of Total Small Business Set-Aside (DEVIATION 2019-O00003)

____ (ii) Alternate I (NOV 2011).

____ (iii) Alternate II (NOV 2011).

____ (15)(i) 52.219-7, Notice of Partial Small Business Set-Aside (June 2003) (15 U.S.C. 644).

____ (ii) Alternate I (Oct 1995) of 52.219-7.

____ (iii) Alternate II (Mar 2004) of 52.219-7.

____ (16) 52.219-8, Utilization of Small Business Concerns (Oct 2018) (15 U.S.C. 637(d)(2) and (3)).

____ (17)(i) 52.219-9, Small Business Subcontracting Plan (Aug 2018) (15 U.S.C. 637(d)(4)).

____ (ii) Alternate I (Nov 2016) of 52.219-9.

____ (iii) Alternate II (Nov 2016) of 52.219-9.

____ (iv) Alternate III (Nov 2016) of 52.219-9.

____ (v) Alternate IV (Aug 2018) of 52.219-9.

____ (18) 52.219-13, Notice of Set-Aside of Orders (NOV 2011) (15 U.S.C. 644(r)).

____ (19) 52.219-14, Limitations on Subcontracting (DEVIATION 2019-O00003)

____ (20) 52.219-16, Liquidated Damages—Subcon-tracting Plan (Jan 1999) (15 U.S.C. 637(d)(4)(F)(i)).

____ (21) 52.219-27, Notice of Service-Disabled Veteran-Owned Small Business Set-Aside (NOV 2011) (15 U.S.C. 657f).

____ (22) 52.219-28, Post Award Small Business Program Rerepresentation (July 2013) (15 U.S.C.

632(a)(2)).

____ (23) 52.219-29, Notice of Set-Aside for, or Sole Source Award to, Economically Disadvantaged Women-Owned Small Business Concerns (Dec 2015) (15 U.S.C. 637(m)).

____(24) 52.219-30, Notice of Set-Aside for, or Sole Source Award to, Women-Owned Small Business Concerns Eligible Under the Women-Owned Small Business Program (Dec 2015) (15 U.S.C. 637(m)).

X (25) 52.222-3, Convict Labor (June 2003) (E.O. 11755).

____(26) 52.222-19, Child Labor--Cooperation with Authorities and Remedies (Jan 2018) (E.O. 13126).

____ (27) 52.222-21, Prohibition of Segregated Facilities (Apr 2015).

X (28)(i) 52.222-26, Equal Opportunity (SEPT 2016) (E.O. 11246).

____ (ii) Alternate I (Feb 1999) of 52.222-26.

____ (29)(i) 52.222-35, Equal Opportunity for Veterans (OCT 2015)(38 U.S.C. 4212).

____ (ii) Alternate I (July 2014) of 52.222-35.

____ (30)(i) 52.222-36, Equal Opportunity for Workers with Disabilities (JUL 2014) (29 U.S.C. 793).

____ (ii) Alternate I (July 2014) of 52.222-36.

____ (31) 52.222-37, Employment Reports on Veterans (FEB 2016) (38 U.S.C. 4212).

____ (32) 52.222-40, Notification of Employee Rights Under the National Labor Relations Act (Dec 2010) (E.O. 13496).

X (33)(i) 52.222-50, Combating Trafficking in Persons (March 2, 2015) (22 U.S.C. chapter 78 and E.O.

13627).

____ (ii) Alternate I (March 2, 2015) of 52.222-50 (22 U.S.C. chapter 78 and E.O. 13627).

____ (34) 52.222-54, Employment Eligibility Verification (Oct 2015). (E. O. 12989). (Not applicable to the acquisition of commercially available off-the-shelf items or certain other types of commercial items as prescribed in 22.1803.)

____ (35)(i) 52.223-9, Estimate of Percentage of Recovered Material Content for EPA–Designated Items (May 2008) (42 U.S.C. 6962(c)(3)(A)(ii)). (Not applicable to the acquisition of commercially available off-the-shelf items.)

____ (ii) Alternate I (May 2008) of 52.223-9 (42 U.S.C. 6962(i)(2)(C)). (Not applicable to the acquisition of commercially available off-the-shelf items.)

____ (36) 52.223-11, Ozone-Depleting Substances and High Global Warming Potential Hydrofluorocarbons (June, 2016) (E.O. 13693).

____ (37) 52.223-12, Maintenance, Service, Repair, or Disposal of Refrigeration Equipment and Air Conditioners (June, 2016) (E.O. 13693).

____ (38) (i) 52.223-13, Acquisition of EPEAT® Registered Imaging Equipment (Jun 2014) (E.O.s 13423 and 13514).

____ (ii) Alternate I (OCT 2015) of 52.223-13.

____ (39)(i) 52.223-14, Acquisition of EPEAT® Registered Televisions (Jun 2014) (E.O.s 13423 and 13514).

____ (ii) Alternate I (Jun 2014) of 52.223-14.

____ (40) 52.223-15, Energy Efficiency in Energy-Consuming Products (Dec 2007) (42 U.S.C. 8259b).

____ (41)(i) 52.223-16, Acquisition of EPEAT[supreg]-Registered Personal Computer Products (OCT 2015) (E.O.s 13423 and 13514).

____ (ii) Alternate I (Jun 2014) of 52.223-16.

X (42) 52.223-18, Encouraging Contractor Policies to Ban Text Messaging While Driving (Aug 2011) (E.O.

13513).

____ (43) 52.223-20, Aerosols (June, 2016) (E.O. 13693).

____ (44) 52.223-21, Foams (June, 2016) (E.O. 13693).

____ (45)(i) 52.224-3, Privacy Training (JAN 2017) (5 U.S.C. 552a).

____ (ii) Alternate I (JAN 2017) of 52.224-3.

____ (46) 52.225-1, Buy American--Supplies (May 2014) (41 U.S.C. chapter 83).

____ (47) (i) 52.225-3, Buy…

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