ADV_PLANS_SF-00005-16.pdf

PDF 41 MB Posted Aug 23, 2016

Attached to: Renovate Building O-1908, SOTF, Ft Bragg, NC
Solicitation number: W912PM-16-B-0028
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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File	Type	Posted
16-B-0028_Renovate_O-1908_Signed.pdf	PDF	Sep 21, 2016
Sign_in.pdf	PDF	Sep 21, 2016
AMD0004_PLANS_SF-00005-16_DGNfiles.zip	ZIP file	Sep 14, 2016
Amendment_0004-SF-005-16.pdf	PDF	Sep 14, 2016
AMD0004_PLANS_SF-00005-16.pdf	PDF	Sep 14, 2016
Site_Visit_Sign-In_Sheet.pdf	PDF	Aug 31, 2016
AMD0003_PLANS_SF-00005-16.pdf	PDF	Aug 31, 2016
Amendment_0003_SF-00005-16.pdf	PDF	Aug 31, 2016
AMD0003_PLANS_SF-00005-16_DGNfiles.zip	ZIP file	Aug 31, 2016
W912PM-16-B-0028-0002.pdf	PDF	Aug 25, 2016
W912PM-16-B-0028-0002_Conformed.pdf	PDF	Aug 25, 2016
W912PM-16-B-0028-0001.pdf	PDF	Aug 24, 2016
W912PM-16-B-0028-0001_Conformed.pdf	PDF	Aug 24, 2016
ADV_PLANS_SF-00005-16_DGNfiles.zip	ZIP file	Aug 23, 2016
ADV_SPECS_SF-00005-16.pdf	PDF	Aug 23, 2016

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R e n o v a te S to r a g e B u il d in g

B u il d in g O

O T F S

F -0

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F o r t

B r a g g

N o r th C a r o li n a

B N o

W P

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-B -0

IFB No. W912PM-16-B-0028

Fort Bragg, North Carolina

SF-00005-16

Building O1908, SOTF Renovate Storage Building, najohnson Snapshot

100A

100C 100D 100E 100F

1/4

TYP

T/EXISTING SLAB

EL. SEE PLAN

STEEL TUBE,

SEE PLAN

L6"x6"x5/16" x 0'�6"

W/ (2) 5/8" DIAM.

EXP. ANCHORS

(6" MIN. EMBED.)

COL.

WALLS

INTERIOR ZONES

Walls Zone 4

END ZONES

Walls Zone 5

WIND PRESSURE DIAGRAMS

REFER TO "COMPONENTS AND CLADDING"

TABLE FOR NOMINAL DESIGN PRESSURES

COMPONENTS AND CLADDING

NOMINAL DESIGN PRESSURE SCHEDULE

COMPONENT ZONE EFFECTIVE WIND

AREA (SF)

DESIGN PRESSURE (PSF)

POSITIVE NEGATIVE

MRH = 24.5 ft.

A = 6'�0"

EXTERIOR

WALL

ELEMENTS

>500

15.8 �17.1

14.1 �15.4

13.4 �14.7

11.8 �13.1

NOTES:

1. DESIGN WIND PRESSURES SHALL BE USED IN THE DESIGN OF ALL

COMPONENTS AND CLADDING ELEMENTS COMPRISING THE BUILDING

ENVELOPE.

2. REFER TO THE WIND PRESSURE DIAGRAM FOR ZONE LOCATIONS AND

EXTENTS.

3. POSITIVE PRESSURES ACT TOWARD COMPONENT SURFACES AND

NEGATIVE PRESSURES ACT AWAY FROM COMPONENT SURFACES.

4. LINEAR INTERPOLATION BETWEEN EFFECTIVE WIND AREAS MAY BE

USED TO OBTAIN THE REQUIRED COMPONENT AND CLADDING DESIGN

PRESSURE.

>500

�17.8

�16.4

�13.1

�21.015.8

14.1

13.4

11.8

DESIGN CRITERIA – CODES AND SPECIFICATIONS

1. INTERNATIONAL BUILDING CODE 2015.

2. ACI 318�14�BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.

3. ACI 301�10–SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.

4. ASCE/SEI 7�10–MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

DESIGN LOADS

WIND LOAD

BASIC WIND SPEED (ULTIMATE) . . . . . . . . . . . . . . . . . . . . . . . . 109 MPH BASIC WIND SPEED (NOMINAL). . . . . . . . . . . . . . . . . . . . . . . . . 85 MPH RISK CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C

INTERNAL PRESSURE COEFFICIENTS . . . . . . . . . . . . . . . . . . . +/� 0.18

1.1 1.2 1.5 1.7 1.9

1 2

3'�5 3/4" 10'�8 1/4" 13'�7" 13'�7" 13'�4 1/4" 3'�5 3/4"

HSS 8"x8"x3/8", TYPICAL

S101S101

AT HEADER HGT.

S101S101

1/4

TYP

BOTT. STL.

EL. = 12'�2"

L6"x6"x5/16"x0'�6"

CLIP ANGLES TOP

& BOTT., TYP.

HSS 8"x8"x1/4" HEADER, TYP.

HSS 8"x8"x3/8"

COL., TYP.

EXISTING

STL. CHANNEL

JAMB STUD

EXISTING

W�SHAPED

COLUMN

L6"x6"x5/16"x0'�6"

CLIP ANGLES TOP

& BOTT., TYP.

L6"x6"x5/16"x0'�6"

CLIP ANGLE

EXISTING ROOF

EXISTING W�SHAPED

ROOF BEAM

3/16

TYP

4"x4"x3/8"x0'�5"

BENT PLATE EA.

SIDE, TYPICAL

HSS 8"x8"x3/8"

COL., TYP.

1/4

TYP

T/EXISTING SLAB

EL. SEE PLAN

4" DIAM.

PROTECTIVE

BOLLARD, TYP.

12"x18"x5/8"

PLATE W/ (6)

5/8" DIAM EXP.

BOLTS (6" MIN

EMBED.)

COL.

1'�6"

1/4

TYP

T/EXISTING SLAB

EL. SEE PLAN

4" DIAM.

PROTECTIVE

BOLLARD, TYP.

12"x12"x5/8"

PLATE W/ (4)

5/8" DIAM EXP.

BOLTS (6" MIN

EMBED.)

COL.

DOUBLE BOLLARD

1'�0"

SINGLE BOLLARD

NOTE: APPLIES TO INTERIOR

AND EXTERIOR BOLLARDS

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BRAGG

PUBLIC WORKS

D E

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N u m b e r:

D ra w in g

N u m b e r:

P ro je c t N u m b e r:

S c a le

S c a le : A S

S H O W N

A S

S H O W N

A S

S H O W N

A S

S H O W N

Sheet Reference Number

ISSUED FOR CONSTRUCTION

R E

N O

V A

T E

S T

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A G

E B

B U

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G E N E R A L

N O T E S

A N D

T Y P

A L

D E T A

G E N E R A L

N O T E S

A N D

T Y P

A L

D E T A

G E N E R A L

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A N D

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A L

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N O T E S

A N D

T Y P

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D E T A

S101

A U G

J W K

100% SUBMITTAL

J W K

P M R

S F

0 0'�6" 1' 2'

SCALE: 1" = 1'�0"

0 1' 2' 4'

SCALE: 1/2" = 1'�0" 7

S101 S101 1" = 1'�0"

2 OHCD JAMB ANCHORAGE AT HSS TUBE

GENERAL STRUCTURAL NOTES

1.0 GENERAL

1.01 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS

ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE SIMILAR

TO THOSE SHOWN.

1.02 VERIFY ALL EXISTING CONDTIONS, DIMENSIONS, AND ELEVATIONS

BEFORE STARTING WORK. NOTIFY CONTRACTING OFFICER OF ANY

DISCREPANCY AND COORDINATE ALL NEW STEEL FABRICATIONS

WITH EXISTING CONDITIONS.

1.03 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING,

SHORING, AND TEMPORARY SUPPORTS, ETC. IS THE SOLE

RESPONSIBILTY OF THE CONTRACTOR.

1.04 COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH

ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL.

NOTIFY CONTRACTING OFFICER OF ANY CONFLICT AND/OR

OMISSION. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN

DRAWINGS WITHOUT WRITTEN APPROVAL OF THE CONTRACTING

OFFICER. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE

STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, MECHANICAL, AND

PLUMBING DRAWINGS.

2.0 STRUCTURAL STEEL

2.01 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND

ERECTED ACCORDING TO AISC "SPECIFICATION FOR STRUCTURAL

STEEL BUILDINGS", LATEST EDITION.

2.02 THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY

SUPPORTS UNTIL ALL PERMANENT BRACING IS IN PLACE.

2.03 COORDINATE WALL AND ROOF OPENINGS WITH ARCHITECTURAL AND

MECHANICAL PLANS.

2.04 STRUCTURAL STEEL TUBES SHALL COMPLY WITH ASTM 500, GRADE B 46

KSI YIELD STRENGTH. MISCELLANEOUS PLATES AND SHAPES MAY BE

ASTM 36.

2.05 CONNECTION BOLTS SHALL CONFORM TO ASTM A325 (OR F1852 FOR

TWIST�OFF TYPE BOLT ASSEMBLIES), 3/4" MIN. DIAMETER UNLESS NOTED

OTHERWISE.

2.06 USE PRE�QULAIFIED WELDED JOINTS PER AISC AND AWS D1.1

"STRUCTURAL WELDING CODE." USE ONLY CERTIFIED WELDERS. ALL

ELECTRODES SHALL CONFORM TO AWS A5 GRADE E70XX.

2.07 PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS. DO NOT PAINT STEEL SURFACES TO

BE ENCASED IN CONCRETE, TO RECEIVE SPRAYED ON

FIREPROOFING, TO BE WELDED, OR TO RECEIVE SLIP CRITICAL

CONNECTIONS.

2.08 ALL EXPOSED STEEL ANGLES, EMBEDDED STEEL PLATES AND

OTHER EXPOSED METAL SECTIONS SHALL BE HOT�DIPPED

GALVANIZED IN ACCORDANCE WITH ASTM A123. PLATES WHICH

ARE TO RECEIVE FIELD WELD SHALL NOT BE GALVANIZED AND

AFTER WELDING SHALL BE COATED W/ ASTM A780 ZINC RICH

PAINT SUCH AS GALVAX COLD GALVANIZING COMPOUND (OR

APPROVED EQUAL) TO EQUIVALENT PROTECTION OF HOT�

DIPPED GALVANIZING.

S101 S101 1/8" = 1'�0"

1 OHCD OPENING PLAN

S101 S101 1/2" = 1'�0"

4 OHCD OPENING DETAIL

0 4' 8' 16'

SCALE: 1/8" = 1'�0"

S101 S101 1" = 1'�0"

3 BOLLARD ANCHORAGE DETAIL

jkilcrease Snapshot jkilcrease

LS101

LIFE SAFETY FIRST FLOOR PLAN

1/8"=1'-0" FIRST FLOOR = 4,300 SQ. FT.

62'-6" TRAVEL

LS101

LIFE SAFETY SECOND FLOOR PLAN

1/8"=1'-0"

SECOND FLOOR = 3,634 SQ. FT.

TOTAL = 7,934 SQ. FT.

45'-3" TRAVEL

46'-5" TRAVEL

94'-6" TRAVEL

'-8

T R

A V

E L

FEFE

LIFE SAFETY LEGEND:

COMMON TRAVEL PATH

EXIT SIGN

FIRE EXTINGUSHER,

WALL MOUNTEDFE

EXIT DOORD2

(1) 36" DOOR

32" CLEAR OPENING WIDTH

150 PERSONS MAX.

(0.2" PER OCCUPANT)

ACTUAL 16

STAIRS1

39" STAIR

7" RISE, 11" RUN

130 PERSONS MAX.

(0.3" PER OCCUPANT)

ACTUAL 9

EXIT DOORD1

(1) 36" DOOR

32" CLEAR OPENING WIDTH

150 PERSONS MAX.

(0.2" PER OCCUPANT)

ACTUAL 16

EXIT DOORD3

(1) 36" DOOR

32" CLEAR OPENING WIDTH

150 PERSONS MAX.

(0.2" PER OCCUPANT)

ACTUAL 16

STAIRS2

44" STAIR

7" RISE, 11" RUN

146 PERSONS MAX.

(0.3" PER OCCUPANT)

ACTUAL 9

GENERAL NOTESCODES

UFC 3-600-01 Fire Protection Engineering For Facilities UFC 4-021-01 Design And O&M: Mass Notification Systems National Fire Protection Assoc.NFPA 13, 24, 101 International Building Code 2015

Building Code Evaluation

Occupancy warehouse/Storage Group - Group S-1, Moderate Hazard, Most Restrictive - Raw Stock (311) Construction Type IIB (Chapter 6)

Fire Resistive of Building Elements (Table 601) Structural Frame: 0-Hour Exterior Bearing Walls: 0-Hour Interior Bearing Walls: 0-Hour Floor Construction: 0-Hours Greater Than 30 ft: 0-Hour

Exterior Wall Fire Resistance For Separation:

Less Than 5 ft 2-Hour Between 5 ft and 10 ft 1-Hour Between 10 ft and 30 ft 0-Hour Greater Than 30 ft 0 -Hour

Allowable Height (Table 503): 2 Stories

Allowable Area (Table 503): 15,500 sf Area Increase with Sprinklers: 300% (506.1) Allowable Area with Sprinklers: 62,000 sf Actual Area: 7,934 sf

Egress arrangement, interior finish, and exit capacity is based on NFPA 101, Life Safety Code.

Occupancy:

Chapter 42, Storage Occupancies

Classification of hazards of contents (40.1.5): Ordinary

Minimum Construction Requirements (40.1.6): None

Egress Capacity (40.2.3) and Number of Exits (40.2.4):

2 Doors @ 33" clear = 297 inches 296/0.7 inches per occupant = 1485 occupants

Egress Arrangement (40.2.5) With Sprinkler System:

Dead End Corridor (Table 40.2.5): 50ft Common Path of Travel (Table 40.2.5): 100ft Travel Distance (40.2.6): 250ft

Exit Lighting (40.2.10): Provided

Protection of Vertical Openings (40.3): Shafts and Stairs 1Hr rated ( note that existing Stairs are open and not rated. Per UFC 3-600-01, 1-3.2.2, bringing a building up to code is only triggered when the renovations exceed 50% of the building replacement value. As such the stairs will not be enclosed.

Protection from Hazards (40.3.2): No explosion hazards, complete sprinkler system.

Rated Barriers: Required and indicated.

Detection, Alarm and Communication (40.3.4): Fire Alarm system provided per

NFPA 72

Extinguishment (40.3.5): Complete Sprinkler Protection System Provided

Corridors (40.3.6): No Requirements

Occupancy Area Area Occupant Occupant Classification Use Size (sf) Load Factor Load

Warehouse First Floor Raw Stock 4,300 500 9 Warehouse Second Floor Raw Stock 3,634 500 8

Total Occupants 17

LS101

LEGEND:

Sheet Reference Number:

D ra w n

B y:

D es ig ne d B y:

C he ck ed

B y:

R ev ie w ed B y:

D e sc ri p tio n

D a te R e v.

S ca le

D at e:

P ro je ct

N um be r:

D ra w in g N um be r:

R D

FOR OFFICIAL USE ONLY

R E

N O

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B U

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S H

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ISSUED FOR

CONSTRUCTION

A U

G U

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O r l a n d o , F l o r i d a

Re gi ste red Architect

N o r t h C a r o l i n a

Th eo dore George Fery

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OPENING

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CAGE

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CAGE

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CAGE

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8'-0" DOOR

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4'-0" DOOR

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20" DUCT

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3'-6" WINDOW

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OFFICE

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OFFICE

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CAGE

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SPACE SAVER

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CAGE

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ELEVATOR

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EXISTING ROOM-

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FIRST FLOOR

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EXISTING ROOM-

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TRUE NORTH

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TRUE NORTH

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1. PER THE GOVERNMENT ISSUED SCOPE OF PER THE GOVERNMENT ISSUED SCOPE OF WORK, THIS FACILITY WILL BE PRIMARILY UTILIZED BY ABLE BODIED WORKERS, ADA ACCESS IS NOT REQUIRED.

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SCALE 1/8"=1'-0"

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KMB

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EXISTING WALLS TO REMAIN

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NEW EXTERIOR WALLS

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PUBLIC

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WORKS

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BRAGG

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ARCHITECTURAL ABBREVIATIONS

TAGS

TITLES

INTERIOR ELEVATIONBUILDING SECTION

DETAILS

WALL SECTION EXTERIOR ELEVATION

ARCHITECTURAL SYMBOLSMATERIAL LEGEND

DRAWING TITLE

SCALE AS NOTED B2AE101

GENERAL NOTES

A-001

S, M

, A

Sheet Reference Number:

D ra w n

B y:

D es ig ne d B y:

C he ck ed

B y:

R ev ie w ed B y:

D e sc ri p tio n

D a te R e v.

S ca le

D at e:

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N um be r:

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R D

FOR OFFICIAL USE ONLY

R E

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O r l a n d o , F l o r i d a

Re gi ste red Architect

N o r t h C a r o l i n a

Th eo dore George Fery

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FURNITURE TAG

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RM1

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RM#

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GFCI

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GFGI

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MAX

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OBS

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NO OR #

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FWC

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GALV

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GWB

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HORIZ

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INSUL

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NIC

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FIN

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SIM

AutoCAD SHX Text square

AutoCAD SHX Text steel

AutoCAD SHX Text stainless steel

AutoCAD SHX Text top of

AutoCAD SHX Text tread

AutoCAD SHX Text suspended

AutoCAD SHX Text

STL

AutoCAD SHX Text T/

AutoCAD SHX Text T

AutoCAD SHX Text

SUSP

AutoCAD SHX Text

SPEC

AutoCAD SHX Text sheet

AutoCAD SHX Text solid core

AutoCAD SHX Text rough opening

AutoCAD SHX Text smoke detector

AutoCAD SHX Text reinforce (ing)

AutoCAD SHX Text

SHT

AutoCAD SHX Text

REV

AutoCAD SHX Text

REINF

AutoCAD SHX Text physically handicapped

AutoCAD SHX Text pressure treated

AutoCAD SHX Text paver tiles

AutoCAD SHX Text

AutoCAD SHX Text riser

AutoCAD SHX Text plate

AutoCAD SHX Text quarry tile

AutoCAD SHX Text required

AutoCAD SHX Text rubber base

AutoCAD SHX Text radius

AutoCAD SHX Text R

AutoCAD SHX Text

REQ'D

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RAD

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AutoCAD SHX Text plastic laminate

AutoCAD SHX Text paint

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PLAM

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AutoCAD SHX Text P

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FLOORING

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RAISED

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WINDOW TYPES

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WALL TYPE

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DOOR NUMBERS

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COLUMN GRID

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ROOM NUMBERS

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KEYNOTE

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REVISION NOTES

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ELEVATION TARGET

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EQUIPMENT TAG

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INDICATES

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LETTER

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ELEVATION

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LOCATION

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BUILDING SECTION

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LETTER INDICATES

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NUMBER

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INDICATES

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ELEVATION

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WHERE ELEVATION

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SHEET NUMBER

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IS DRAWN

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NUMBER INDICATES

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WALL SECTION

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WHERE SECTION

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SHEET NUMBER

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IS DRAWN

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FINISH WOOD

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PLYWOOD

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BOARD OR

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GYPSUM WALL

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PLASTER

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RIGID

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INSULATION

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BATT

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INSULATION

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BLOCKING

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IS DRAWN TYP.

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SHEET NUMBER

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WHERE SECTION

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INDICATES DIRECTION

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OF CUTTING PLAN

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DETAIL

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INDICATES

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NUMBER

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WHERE DETAIL

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SHEET NUMBER

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IS DRAWN

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OF CUTTING PLANE

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INDICATES DIRECTION

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MASONRY UNIT

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CONTINUOUS

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WOOD

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BRICK

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CONCRETE

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EARTH

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CONCRETE

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METAL

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MARBLE

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AE--

AutoCAD SHX Text A

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AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text 100A

AutoCAD SHX Text

AutoCAD SHX Text 0'-0''

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FIN. FLR.

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AE--

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AE--

AutoCAD SHX Text vinyl plaster

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GWA

AutoCAD SHX Text gypsum base board

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DETAILS WERE CALLED OUT

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SHEET(S) WHERE SECTION/

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BASED ON GRID CORDINATES

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DETAIL IDENTIFICATION NUMBER

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DIM

AutoCAD SHX Text dimension

AutoCAD SHX Text expansion joint

AutoCAD SHX Text electric water cooler

AutoCAD SHX Text expansion (exposed)

AutoCAD SHX Text exterior insulation finish system

AutoCAD SHX Text equal

AutoCAD SHX Text

EXIST

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EXT

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EXP

AutoCAD SHX Text

EWC

AutoCAD SHX Text

EQUIP

AutoCAD SHX Text existing

AutoCAD SHX Text exterior

AutoCAD SHX Text each way

AutoCAD SHX Text equipment

AutoCAD SHX Text

EIFS

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

DWG

AutoCAD SHX Text elevator

AutoCAD SHX Text elevation

AutoCAD SHX Text down

AutoCAD SHX Text each

AutoCAD SHX Text drawing

AutoCAD SHX Text B.O.H.

AutoCAD SHX Text bottom of header

AutoCAD SHX Text cementitious tile backer board

AutoCAD SHX Text cast-in-place

AutoCAD SHX Text concrete masonry unit

AutoCAD SHX Text continue (ous)

AutoCAD SHX Text ceramic tile

AutoCAD SHX Text control joint

AutoCAD SHX Text

CMU

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CPT

AutoCAD SHX Text

DIA

AutoCAD SHX Text

DET

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COL

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CONC

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CONT

AutoCAD SHX Text carpet

AutoCAD SHX Text detail

AutoCAD SHX Text diameter

AutoCAD SHX Text column

AutoCAD SHX Text concrete

AutoCAD SHX Text

CLG

AutoCAD SHX Text

CLO

AutoCAD SHX Text

BRG

AutoCAD SHX Text

CIP

AutoCAD SHX Text ceiling

AutoCAD SHX Text closet

AutoCAD SHX Text centerline

AutoCAD SHX Text bearing

AutoCAD SHX Text above finished floor

AutoCAD SHX Text acoustic tile ceiling

AutoCAD SHX Text bottom of truss

AutoCAD SHX Text additive bid item

AutoCAD SHX Text

ALUM

AutoCAD SHX Text aluminum

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

AutoCAD SHX Text B.O.T.

AutoCAD SHX Text

BLKG

AutoCAD SHX Text

ATC

AutoCAD SHX Text

AutoCAD SHX Text B/

AutoCAD SHX Text building

AutoCAD SHX Text beam

AutoCAD SHX Text blocking

AutoCAD SHX Text board

AutoCAD SHX Text bottom of

AutoCAD SHX Text

ABI

AutoCAD SHX Text

ALT

AutoCAD SHX Text

AFF

AutoCAD SHX Text alternate

AutoCAD SHX Text contractor furnished contractor installed

AutoCAD SHX Text C.F.C.I.

AutoCAD SHX Text A.S.L.

AutoCAD SHX Text above sea level

AutoCAD SHX Text sound attenuation fire batt

AutoCAD SHX Text

SAFB

AutoCAD SHX Text

SEE AE-701 & AE-702

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1. PER THE GOVERMENT ISSUED SCOPE OF PER THE GOVERMENT ISSUED SCOPE OF WORK, THIS FACILITY WILL BE PRIMARILY UTILIZED BY ABLE BODIED MILITARY PERSONNEL, ADA ACCESS IS NOT REQUIRED.

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KMB

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KMB

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KMB

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PUBLIC

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WORKS

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BRAGG

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AD101

FIRST FLOOR DEMOLITION PLAN

1/8"=1'-0"

AD101

SECOND FLOOR DEMOLITION PLAN

1/8"=1'-0"

6 6 6 6

6 6 6

AD101

GENERAL DEMOLITION NOTES

DEMOLITION LEGEND:

Sheet Reference Number:

D ra w n

B y:

D es ig ne d B y:

C he ck ed

B y:

R ev ie w ed B y:

D e sc ri p tio n

D a te R e v.

S ca le

D at e:

P ro je ct

N um be r:

D ra w in g N um be r:

R D

FOR OFFICIAL USE ONLY

R E

N O

V A

T E

S T

O R

A G

E B

B U

O S

O T

A S

S H

O W

ISSUED FOR

CONSTRUCTION

A U

G U

S T

S F

-0

-1

D E

P A

R T

M E

N T

O F

T H

E A

R M

Y D

C T

O R

A T

E O

F P

U B

W O

R K

S F

O R

T B

R A

G G

O R

T H

C A

R O

E S

F R

A N

N R

D , S

A L E

-3

-6

-8

A X

E N

S E

-0

O r l a n d o , F l o r i d a

Re gi ste red Architect

N o r t h C a r o l i n a

Th eo dore George Fery

DEMOLITION KEYNOTES:

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STEPS

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8'-0" DOOR

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4'-0" DOOR

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20" DUCT

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3'-6" WINDOW

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OPENING

AutoCAD SHX Text

CAGE

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CAGE

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ELEVATOR

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CAGE

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CAGE

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SPACE SAVER

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OPENING

AutoCAD SHX Text

OPENING

AutoCAD SHX Text

OPENING

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6" PIPE

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CAGE

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OFFICE

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OFFICE

AutoCAD SHX Text

CAGE

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SPACE SAVER

AutoCAD SHX Text

CAGE

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CAGE

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ELEVATOR

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CAGE

AutoCAD SHX Text

CAGE

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STEPS

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6" PIPE

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TRUE NORTH

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TRUE NORTH

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KMB

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KMB

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KMB

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AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 12'

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SCALE 1/8"=1'-0"

AutoCAD SHX Text 8'

AutoCAD SHX Text 24'

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1. PROVIDE/ACQUIRE ALL PERMITS NECESSARY FOR HAZARDOUS MATERIALS ABATEMENT PROVIDE/ACQUIRE ALL PERMITS NECESSARY FOR HAZARDOUS MATERIALS ABATEMENT AND DISPOSAL, IF DISCOVERED. HOWEVER, NONE IS ANTICIPATED. 2. REMOVE AND SALVAGE UNLESS OTHERWISE NOTED, ALL FIRE EXTINGUISHERS, REMOVE AND SALVAGE UNLESS OTHERWISE NOTED, ALL FIRE EXTINGUISHERS, DRINKING FOUNTAINS, FIRE ALARM SYSTEM AND OTHER EQUIPMENT AS INDICATED BY CONTRACTING OFFICER. COORDINATE WITH THE REPRESENTATIVES ANY ADDITIONAL EQUIPMENT TO BE SALVAGED & THE PROPER STORAGE FOR SALVAGED EQUIPMENTS. 3. REMOVE AND DISPOSE U.O.N., ALL WINDOWS, LOUVERS, DOORS AND FRAMES. REMOVE AND DISPOSE U.O.N., ALL WINDOWS, LOUVERS, DOORS AND FRAMES. 4. NOTIFY CONTRACTING OFFICER REPRESENTATIVE (COR) ALL DISCREPANCIES THAT NOTIFY CONTRACTING OFFICER REPRESENTATIVE (COR) ALL DISCREPANCIES THAT AFFECT OTHER TRADES NOT TO BE DEMOLISHED. COORDINATE ALL DEMOLITION WORKS WITH MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION. 5. DEMOLITION CONTRACTOR TO COMPLETELY CLEAN AND/OR REMOVE ALL EXISTING DEMOLITION CONTRACTOR TO COMPLETELY CLEAN AND/OR REMOVE ALL EXISTING DEBRIS.

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EXISTING TO DEMOLISH

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EXISTING WALLS TO REMAIN

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AutoCAD SHX Text F

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AutoCAD SHX Text A

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PUBLIC

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WORKS

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BRAGG

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AutoCAD SHX Text 08/19/16

AutoCAD SHX Text CAREFULLY REMOVE AND SALVAGE EXISTING STEEL DOORS, HARDWARE, DOOR FRAMES. DELIVER TO A STORAGE LOCATION IN THE COMPOUND DESIGNATED BY SOTF.

AutoCAD SHX Text COMPLETELY REMOVE EXISTING FABRIC OVERHEAD DOOR AND ALL ACCESSORIES. PREP OPENING TO RECEIVE FOUR NEW INSULATED OVERHEAD COILING DOORS.

AutoCAD SHX Text COMPLETELY REMOVE EXISTING EXHAUST FAN AND EXISTING EXTERIOR METAL WALL PANEL. PREP FOR NEW INSULATED H.M. DOOR AND FRAME.

AutoCAD SHX Text COMPLETELY REMOVE EXISTING LOUVER, PREP FOR NEW EXTERIOR WALL PANEL AND BLANKET INSULATION WITH FABRIC LINER SYSTEM

COMPLETELY REMOVE EXISTING EXTERIOR METAL WALL PANEL AND INSULATION (36"x24" OPENING) PREP TO RECEIVE NEW WALL LOUVER AND NEW HVAC CONTROL AND BALANCING DAMPER, OPPOSITE HAND. CONTRACTOR SHALL DISASSEMBLE, REMOVE, RELOCATE AND PROTECT CAGES AND SPACE SAVERS AS REQUIRED TO INSULATE WALLS AND ROOF.

AE101

FIRST FLOOR PLAN

1/8"=1'-0"

AE101

SECOND FLOOR PLAN

1/8"=1'-0"

5 99

2 2

AE101

ENLARGED PLAN DETAIL

1 1/2"=1'-0"

AE101

LEGEND:

KEYNOTES:

GENERAL NOTES:

Sheet Reference Number:

D ra w n

B y:

D es ig ne d B y:

C he ck ed

B y:

R ev ie w ed B y:

D e sc ri p tio n

D a te R e v.

S ca le

D at e:

P ro je ct

N um be r:

D ra w in g N um be r:

R D

FOR OFFICIAL USE ONLY

R E

N O

V A

T E

S T

O R

A G

E B

B U

O S

O T

A S

S H

O W

ISSUED FOR

CONSTRUCTION

A U

G U

S T

S F

-0

-1

D E

P A

R T

M E

N T

O F

T H

E A

R M

Y D

C T

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A T

E O

F P

U B

W O

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S F

O R

T B

R A

G G

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T H

C A

R O

E S

F R

A N

N R

D , S

A L E

-3

-6

-8

A X

E N

S E

-0

O r l a n d o , F l o r i d a

Re gi ste red Architect

N o r t h C a r o l i n a

Th eo dore George Fery

AutoCAD SHX Text

OPENING

AutoCAD SHX Text

CAGE

AutoCAD SHX Text

CAGE

AutoCAD SHX Text

CAGE

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8'-0" DOOR

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4'-0" DOOR

AutoCAD SHX Text

20" DUCT

AutoCAD SHX Text

3'-6" WINDOW

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

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CAGE

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SPACE SAVER

AutoCAD SHX Text

CAGE

AutoCAD SHX Text

CAGE

AutoCAD SHX Text

ELEVATOR

AutoCAD SHX Text

ELEVATOR

AutoCAD SHX Text

CAGE

AutoCAD SHX Text

CAGE

AutoCAD SHX Text

CAGE

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

OPEN TO BELOW

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CAGE

AutoCAD SHX Text

SPACE SAVER

AutoCAD SHX Text

OPENING

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OPENING

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OPENING

AutoCAD SHX Text

EXISTING ROOM-

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FIRST FLOOR

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EXISTING ROOM-

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SECOND FLOOR

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AutoCAD SHX Text 100B

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AE201

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AE201

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AE301

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TRUE NORTH

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AE301

AutoCAD SHX Text

AE201

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AE201

AutoCAD SHX Text

AE301

AutoCAD SHX Text

AE301

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AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text 1.1

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AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.7

AutoCAD SHX Text 1.9

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AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text 1.1

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.7

AutoCAD SHX Text 1.9

AutoCAD SHX Text 100A

AutoCAD SHX Text 100C

AutoCAD SHX Text 100D

AutoCAD SHX Text 100E

AutoCAD SHX Text 100F

AutoCAD SHX Text L1

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(TYP. OF16) OF16)

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TRUE NORTH

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AE301

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AE301

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AE101

AutoCAD SHX Text 200A

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AE201

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AE201

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AE201

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AE201

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AE401

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SEE GENERAL NOTE 4.

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ABOVE NEW DOORS

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AE401

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BEYOND HEADPLATE

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INSULATED CURTAIN SLATS

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HSS 8" X 8" X 3/8" COL. TYP.

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HSS 8" X 8" X 1/4" HEADER ABOVE

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4" DIA. PROTECTIVE BOLLARD TYP. OF 16. SEE DETAIL 6/AE401

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TRUE NORTH

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12" X 18" X 5/8" METAL PLATE W/ (4) 5/8" DIAM. EXP. BOLTS (6" MIN. EMBED)

AutoCAD SHX Text L6"x6"x5/16"x0'-6" W/ (2) 5/8" DIAM. EXP. ANCHORS (6" MIN. EMBED)

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AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 12'

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SCALE 1/8"=1'-0"

AutoCAD SHX Text 8'

AutoCAD SHX Text 24'

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KMB

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KMB

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KMB

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EXISTING WALLS TO REMAIN

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NEW EXTERIOR WALLS

AutoCAD SHX Text INFILL ENTIRE INTERIOR SIDE OF EXISTING METAL WALL SYSTEM WITH R-19 MIN. BLANKET INSULATION WITH FABRIC LINER SYSTEM.BLANKET INSULATION WITH FABRIC LINER SYSTEM.

AutoCAD SHX Text

INSTALL NEW PROTECTIVE BOLLARDS.

AutoCAD SHX Text INFILL EXISTING FABRIC DOOR OPENING WITH A TOTAL OF FOUR NEW OVERHEAD INSULATED COILING DOORS.

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NEW METAL WALL PANEL TO MATCH EXISTING. TO PATCH EXISTING OPENING.

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NEW HEAVY DUTY INSULATED HOLLOW METAL DOOR WITH NEW FRAME.

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NEW H.S.S. TUBE STEEL COLUMNS TYP. SEE DETAILS 2/S101 & 4/S101

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NEW HVAC CONTROL AND BALANCING DAMPER.

AutoCAD SHX Text INSTALL 8'-0" HIGH METAL WALL LINER PANELS AROUND PERIMETER ON FIRST FLOOR WHERE INDICATED. (BID OPTION).

AutoCAD SHX Text INSTALL 4'-0" HIGH METAL WALL LINER PANELS AROUND PERIMETER ON SECOND FLOOR WHERE INDICATED. (BID OPTION).

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NEW PRE-ENGINEERED METAL STAIR WITH METAL GUARD AND HAND RAILS.

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1. REFER TO SHEET AE601 FOR DOOR SCHEDULE, TYPES AND REFER TO SHEET AE601 FOR DOOR SCHEDULE, TYPES AND FRAME TYPES. 2. DIMENSIONS ARE FROM CENTERLINE OF COLUMNS OR NOMINAL DIMENSIONS ARE FROM CENTERLINE OF COLUMNS OR NOMINAL FACE OF COLUMNS 3. CONTRACTOR SHALL DISASSEMBLE, REMOVE, RELOCATE AND CONTRACTOR SHALL DISASSEMBLE, REMOVE, RELOCATE AND PROTECT CAGES AND SPACE SAVERS AS REQUIRED TO INSULATE WALLS AND ROOF. 4. CONTRACTOR SHALL REMOVE, STORE, PROTECT AND REINSTALL CONTRACTOR SHALL REMOVE, STORE, PROTECT AND REINSTALL EAST WALL OF PRE-FABRICATED OFFICE AS REQUIRED TO INSULATE EXTERIOR BUILDING WALL.

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PUBLIC

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WORKS

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BRAGG

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AutoCAD SHX Text 08/19/16

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AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

SCALE 1-1/2"=1'-0"

AE102

FIRST FLOOR RCP

1/8"=1'-0"

AE102

SECOND FLOOR RCP

1/8"=1'-0"

RCP LEGEND:

GENERAL NOTES:

AE102

Sheet Reference Number:

D ra w n

B y:

D es ig ne d B y:

C he ck ed

B y:

R ev ie w ed B y:

D e sc ri p tio n

D a te R e v.

S ca le

D at e:

P ro je ct

N um be r:

D ra w in g N um be r:

R D

FOR OFFICIAL USE ONLY

R E

N O

V A

T E

S T

O R

A G

E B

B U

O S

O T

A S

S H

O W

ISSUED FOR

CONSTRUCTION

A U

G U

S T

S F

-0

-1

D E

P A

R T

M E

N T

O F

T H

E A

R M

Y D

C T

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A T

E O

F P

U B

W O

R K

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O R

T B

R A

G G

O R

T H

C A

R O

E S

F R

A N

N R

D , S

A L E

-3

-6

-8

A X

E N

S E

-0

O r l a n d o , F l o r i d a

Re gi ste red Architect

N o r t h C a r o l i n a

Th eo dore George Fery

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

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ELEVATOR

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ELEVATOR

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EXISTING ROOM-

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FIRST FLOOR

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EXISTING ROOM-

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SECOND FLOOR

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AE201

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AE201

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AE301

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AE301

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AE201

AutoCAD SHX Text

AE201

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AE301

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AE301

AutoCAD SHX Text

CEILING MOUNTED LIGHT FIXTURE

AutoCAD SHX Text INFILL ENTIRE INTERIOR SIDE OF EXISTING METAL ROOF SYSTEM WITH R-26 MIN. BLANKET INSULATION WITH FABRIC LINER SYSTEM.

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SUPPLY AIR DIFFUSER

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RETURN AIR GRILLE

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AutoCAD SHX Text 1.7

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EXISTING WALLS TO REMAIN

AutoCAD SHX Text INFILL ENTIRE INTERIOR SIDE OF EXISTING METAL WALL SYSTEM WITH R-19 MIN. BLANKET INSULATION WITH FABRIC LINER SYSTEM.

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TRUE NORTH

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TRUE NORTH

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EXISTING ACT CEILING TO REMAIN

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1. COORDINATE WITH MECHANICAL COORDINATE WITH MECHANICAL CONTRACTOR TO REMOVE/REPLACE CEILING TILES IN EXISTING OFFICES AS REQUIRED.

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PUBLIC

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BRAGG

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AE201

SOUTH ELEVATION

1/8"=1'-0"

AE201

WEST ELEVATION

1/8"=1'-0"

3 6 6 2 4 351 1

AE201

EAST ELEVATION

1/8"=1'-0"

AE201

NORTH ELEVATION

1/8"=1'-0"

AE201

Sheet Reference Number:

D ra w n

B y:

D es ig ne d B y:

C he ck ed

B y:

R ev ie w ed B y:

D e sc ri p tio n

D a te R e v.

S ca le

D at e:

P ro je ct

N um be r:

D ra w in g N um be r:

R D

FOR OFFICIAL USE ONLY

R E

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V A

T E

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A G

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B U

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ISSUED FOR

CONSTRUCTION

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O r l a n d o , F l o r i d a

Re gi ste red Architect

N o r t h C a r o l i n a

Th eo dore George Fery

ELEVATION KEYNOTES:

EXTERIOR FINISH SCHEDULE

BUILDING FINISH

NAME

MANUFACTURERMATERIAL FINISH

STYLE COLOR

REMARKS

ALUMINUMLOUVERS - PVDF

NOTE:

1.) MATERIALS AND MANUFACTURERS LISTED ARE THE BASIS OF DESIGN. FINAL SELECTIONS AT CONSTRUCTION SUBMITTALS.

2.) SW= SHERWIN WILLIAMS - BASIS OF DESIGN

3.) NEW METAL WALL PANEL COLOR TO MATCH EXISTING.

4.) FLAT, INSULATED, TYPE F-265i

EXTERIOR METAL WALL PANEL MBCI SIGNATURE 300

1, 2, 5

STEELBOLLARDS

GALVANIZED STEELINSULATED OVERHEAD COILING DOOR POWDER-COATED

SEMI-GLOSS- 1,2

1, 2, 3-ALUMINUM

OVERHEAD DOOR 1, 2, 4CANTERBURY BLUE

CANTERBURY BLUE

5.) FACTORY PRIMED, PAINTED IN THE FIELD

STEELINSULATED HOLLOW METAL DOOR PAINT, FIELDSTEELCRAFT CANTERBURY BLUE

1, 2, 5

STEEL HOLLOW METAL DOOR FRAME PAINT, FIELDSTEELCRAFT CANTERBURY BLUE

STEELPRE-ENGINEED METAL STAIR - GALV. MILL FINISH --

GENERAL NOTES:

1. PROVIDE PHYSICAL SAMPLES OF ALL FINISHES FOR APPROVAL PRIOR TO FABRICATION

2. ALL EXTERIOR FINISHES NOTED ARE BASIS OF DESIGN FOR FINISH ONLY; EQUAL SUBSTITUTIONS ARE

ACCEPTABLE. GOVERNMENT TO HAVE FINAL APPROVAL ON ALL FINISHES. SUBMIT COMPLETE SAMPLE

BOARD FOR APPROVAL PRIOR TO ORDERING MATERIALS.

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AutoCAD SHX Text 08/19/16

AutoCAD SHX Text INFILL ENTIRE INTERIOR SIDE OF EXISTING METAL WALL SYSTEM WITH R-19 MIN. BLANKET INSULATION WITH FABRIC LINER SYSTEM. BLANKET INSULATION WITH FABRIC LINER SYSTEM.

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INSTALL NEW PROTECTIVE BOLLARDS

AutoCAD SHX Text INFILL EXISTING FABRIC DOOR OPENING WITH A TOTAL OF FOUR NEW OVERHEAD INSULATED COILING DOORS.

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NEW METAL WALL PANEL TO MATCH EXISTING.

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NEW HEAVY DUTY INSULATED HOLLOW METAL DOOR WITH NEW FRAME

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NEW H.S.S. TUBE STEEL COLUMNS TYP. SEE DETAILS 2/S101 & 4/S101.

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NEW HVAC CONTROL AND BALANCING DAMPER

AutoCAD SHX Text INFILL ENTIRE INTERIOR SIDE OF EXISTING METAL ROOF SYSTEM WITH R-26 MIN. BLANKET INSULATION WITH FABRIC LINER SYSTEM.BLANKET INSULATION WITH FABRIC LINER SYSTEM.

NEW PRE-ENGINEERED METAL STAIR WITH METAL GUARD AND HAND RAILS

AE301

BUILDING SECTION

1/8"=1'-0"

AE101 AE102

AE301

WALL SECTION

1"=1'-0"

AE301

WALL SECTION

1"=1'-0"

AE101

AE301

SECTION KEYNOTES:

Sheet Reference Number:

D ra w n

B y:

D es ig ne d B y:

C he ck ed

B y:

R ev ie w ed B y:

D e sc ri p tio n D a te

R e v.

S ca le

D at e:

P ro je ct

N um be r:

D ra w in g N um be r:

R D

FOR OFFICIAL USE ONLY

R E

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V A

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A G

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B U

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A S

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ISSUED FOR

CONSTRUCTION

U G

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O r l a n d o , F l o r i d a

Re gi ste red Archi tect

N o r t h C a r o l i n a

Th eo dore George Fer y

3 3

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AE301

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FIN. FLR.

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T.O. BUILDING

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EXISTING ROOM-

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B.O. EXIST. BEAM

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VARIES

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AutoCAD SHX Text INFILL ENTIRE INTERIOR SIDE OF EXISTING EXTERIOR METAL PANEL SYSTEM WITH R-19 MIN. BLANKET INSULATION WITH FABRIC LINER SYSTEM.BLANKET INSULATION WITH FABRIC LINER SYSTEM.

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INSTALL NEW PROTECTIVE BOLLARDS. SEE DETAIL 3/S101.

AutoCAD SHX Text INFILL EXISTING FABRIC DOOR OPENING WITH A TOTAL OF FOUR NEW OVERHEAD INSULATED COILING DOORS.

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NEW METAL WALL PANEL.

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NEW HEAVY DUTY INSULATED HOLLOW METAL DOOR WITH NEW FRAME. FIRST FLOOR.

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NEW H.S.S. TUBE STEEL COLUMNS TYP. SEE DETAIL 2/S101 & 4/S101.

AutoCAD SHX Text INFILL ENTIRE INTERIOR SIDE OF EXISTING METAL ROOF SYSTEM WITH R-26 MIN. BLANKET INSULATION WITH FABRIC LINER SYSTEM.

AutoCAD SHX Text INSTALL 8'-0" HIGH METAL WALL LINER PANELS AROUND PERIMETER ON FIRST FLOOR WHERE INDICATED. (BID OPTION).

AutoCAD SHX Text INSTALL 4'-0" HIGH METAL WALL LINER PANELS AROUND PERIMETER ON SECOND FLOOR WHERE INDICATED. (BID OPTION).

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AE401

HANDRAIL ELEVATION AT WALL

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

AE401

STAIR GUARDRAIL ELEVATION

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

AE401

METAL STAIR DETAIL

3"=1'-0"

AE401

STAIR ENLARGED PLAN

1/2"=1'-0"

AE101

AE401

STAIR SECTION

1/2"=1'-0"

AE401

Sheet Reference Number:

D ra w n

B y:

D es ig ne d B y:

C he ck ed

B y:

R ev ie w ed B y:

D e sc ri p tio n

D a te R e v.

S ca le

D at e:

P ro je ct

N um be r:

D ra w in g N um be r:

R D

FOR OFFICIAL USE ONLY

R E

N O

V A

T E

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A G

E B

B U

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O T

A S

S H

O W

ISSUED FOR

CONSTRUCTION

A U

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F R

A N

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D , S

A L E

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-8

A X

E N

S E

-0

O r l a n d o , F l o r i d a

Re gi ste red Architect

N o r t h C a r o l i n a

Th eo dore George Fery

AE401

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1-1/4" HANDRAIL

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NOTE: ALL RAIL INTERSECTIONS TO BE RADIUSED.

CLOSED METAL STAIRS TREAD, TYP.

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AE401

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AE401

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1 1/4" DIA 13 GA TUBING

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1 1/2" DIA 13 GA TUBING

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1 1/2" DIA 13 GA TUBING

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1 1/2" DIA 13 GA TUBING

PATTERNED SLIP RESISTANT FLOOR PLATE SURFACE

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TRUE NORTH

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AE401

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CONCRETE LANDING, SEE SPECS.

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METAL LANDING, SEE SPECS.

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1 1/2" DIA 13 GA 13 GA TUBING GUARDRAIL SYSTEM

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1 1/4" DIA 13 GA TUBING HANDRAIL SYSTEM

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1 1/2" DIA 13 GA 13 GA TUBING GUARDRAIL SYSTEM

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1 1/2" DIA 13 GA 13 GA TUBING GUARDRAIL SYSTEM

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AE401

AutoCAD SHX Text 2"x12" STEEL STRINGER

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SUPPORT COLUMN. (TYP.)

AutoCAD SHX Text PRE-ENGINEERED STAIR MANUFACTURER SHALL PROVIDE FOOTING DETAILS FOR SUPPORT COLUMNS (TYP.)

AutoCAD SHX Text NOTE: PRE-ENGINEERED STAIR MANUFACTURER PRE-ENGINEERED STAIR MANUFACTURER TO FIELD VERIFY ELEVATION AND ADJUST STAIR ELEVATIONS AS REQUIRED

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DOOR AND FRAME SCHEDULE

GENERAL NOTES:

LEGEND

LOUVER SCHEDULE

AE601

LOUVER TYPES

1/4"=1'-0"

AE601

DOOR TYPES LEGEND

1/4"=1'-0"

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D ra w n

B y:

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C he ck ed

B y:

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D e sc ri p tio n

D a te R e v.

S ca le

D at e:

P ro je ct

N um be r:

D ra w in g N um be r:

R D

FOR OFFICIAL USE ONLY

R E

N O

V A

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A G

E B

B U

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O r l a n d o , F l o r i d a

Re gi ste red Architect

N o r t h C a r o l i n a

Th eo dore George Fery

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TYPE

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NUMBER

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OHCD

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STL

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EXISTING FIRST FLOOR

AutoCAD SHX Text 100D

AutoCAD SHX Text 12'-8" W X…

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File details come from the government source that posted it. Updated Nov 14, 2017.