Burley_Fire_Warehouse_Drawings.pdf

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

BURLEY FIRE WAREHOUSE REMODEL

INDEX OF DRAWINGS

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

PROJECT LOCATION

PROJECT LOCATION

LAT: 40.507271°

LONG: -113.796673°

GENERAL

G001 COVER SHEET

CIVIL

C001 CIVIL NOTES AND LEGEND

C101 EXISTING SITE

C102 DEMOLITION PLAN

C103 SITE IMPROVEMENT AND GRADING PLAN

C501 DETAILS

C502 DETAILS

ARCHITECTURAL

A001 GENERAL INFORMATION

A002 CODE STUDY/ LIFE SAFETY PLAN

A003 DEMOLITION & NEW CONSTRUCTION NOTES

AD101 DEMOLITION FLOOR PLAN

AD102 DEMOLITION PLATFORM PLAN

AD103 DEMOLITION ELEVATIONS - E/W

AD104 DEMOLITION ELEVATIONS - N/S

A101 NEW FLOOR PLAN

A102 ENLARGED PLAN, INTERIOR ELEVATIONS &

DETAILS

A103 NEW EAST/ WEST ELEVATIONS

A104 NEW NORTH/ SOUTH ELEVATIONS

A105 BUILDING SECTIONS

A106 WALL SECTIONS & DETAILS

A107 OPENING AND FINISH SCHEDULES

A108 REFLECTED CEILING PLAN & MISC. DETAILS

STRUCTURAL

S001 STRUCTURAL ABBREVIATIONS & LEGEND

S002 GENERAL STRUCTURAL NOTES

S003 SPECIAL INSPECTIONS

S101 STRUCTURAL FRAMING PLAN

S102 STRUCTURAL SECTIONS

S501 STRUCTURAL DETAILS

S502 STRUCTURAL DETAILS

S503 STRUCTURAL DETAILS

S504 STRUCTURAL DETAILS

MECHANICAL

M001 MECHANICAL LEGEND

M101 HVAC PLAN

M102 MECHANICAL ROOM PLAN

M501 HVAC DETAILS

M502 HVAC DETAILS

M601 HVAC SCHEDULE

M602 HVAC WIRING DIAGRAMS

PLUMBING

P001 PLUMBING GENERAL NOTES & LEGEND

P101 PLUMBING AND UTILITY PLAN

P102 PLUMBING ISOMETRIC

P103 SANITARY SEWER SYSTEM PLAN

P104 SANITARY SEWER SYSTEM ISOMETRIC

P501 PLUMBING DETAILS

P502 PLUMBING DETAILS

P503 PLUMBING DETAILS

P504 PLUMBING DETAILS

P601 PLUMBING FIXTURE SCHEDULE

ELECTRICAL

E001 ELECTRICAL ABBREVIATIONS, LEGEND, AND

GENERAL NOTES

E002 ELECTRICAL SINGLE LINE DIAGRAM

E101 ELECTRICAL SITE PLAN

E102 ELECTRICAL POWER AND TELECOM PLAN

E103 ELECTRICAL LIGHTING PLAN

E104 FIRE ALARM PLAN

E501 ELECTRICAL DETAILS

E601 ELECTRICAL PANEL AND LIGHTING SCHEDULES

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PROJECT

LOCATION

PROJECT LOCATION SITE ACCESS

DESIGNERS

PROJECT VICINITY - BURLEY, IDAHO

richard.hatcher 20190611 PJ.cdr

OVERHEAD POWER

UG POWER

UG TELEPHONE

GAS LINE

SANITARY SEWER

STORM DRAIN

EDGE OF PAVEMENT

EDGE OF GRAVEL

LANDSCAPING

FLOW LINE

FENCE

TOE OF SLOPE

TOP OF BANK

CONTOUR MAJOR

CONTOUR MINOR

POWER POLE

GUY ANCHOR

LIGHT POLE

UG POWER TRANSFORMER

JUNCTION BOX

POWER METER

UG TELEPHONE PEDESTAL

GAS METER

FIRE HYDRANT

VALVE

YARD HYDRANT

WELL

IRRIGATION VALVE

SPRINKLER HEAD

IRRIGATION DRAIN

BOLLARD

VERTICAL PIPE

SIGN

SANITARY SEWER MANHOLE

CLEANOUT

SURVEY CONTROL POINT

VP

GATE POST

DECIDUOUS TREE

CONIFER TREE

GENERAL NOTES

1. ALL CONTRACTORS, AND SUBCONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION

CONFERENCE WITH THE CONTRACTING OFFICER PRIOR TO START OF WORK.

2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR

COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL

OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA.

3. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS, SPECIFICATIONS, AND/OR FIELD

CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER (CO).

4. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL

DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.

CALL DIG-LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS

OF UNDERGROUND UTILITIES. UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING

PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR SHALL VERIFY

LOCATION AHEAD OF TRENCHING OPERATIONS, AND IMMEDIATELY NOTIFY THE CO OF ANY

POTENTIAL CONFLICTS.

5. CONTRACTORS SHALL NOTIFY THE CO WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE

WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY-FOUR (24) HOUR

PRIOR NOTICE.

6. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS

OF THE GOVERNMENT. AT THE REQUEST OF THE CO, CONTRACTORS SHALL FURNISH PROOF

THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS

SET FORTH.

7. WORK SUBJECT TO APPROVAL BY THE GOVERNMENT MUST BE APPROVED PRIOR TO (A)

BACKFILLING; (B) PLACING OF AGGREGATE BASE; AND (C) PLACING OF CONCRETE.

8. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR CONSTRUCTED.

9. ALL EXISTING FEATURES WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS

PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE GOVERNMENT

INCLUDING NECESSARY SAW CUTTING, REMOVAL, REPLACEMENT, AND CAPPING.

10. SITE SHALL BE CLEANED AND RESTORED TO ORIGINAL OR BETTER CONDITION UPON

COMPLETION OF WORK.

11. THE CONTRACTOR SHALL REPAVE OR RE-GRAVEL TO EXISTING GRADE ANY EXISTING PAVED OR

GRAVELED STREETS DISTURBED DURING CONSTRUCTION.

12. CONTRACTOR SHALL ENSURE THAT ALL SIDEWALKS, RAMPS, ACCESSIBLE PARKING SPACES, AND OTHER PEDESTRIAN ACCESS ITEMS COMPLY WITH THE AMERICANS WITH DISABILITIES ACT

ACCESSIBLE GUIDELINES (ADAAG) REQUIREMENTS.

13. TEMPORARY SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR OR SUBCONTRACTORS AND HAVE NOT BEEN CONSIDERED BY THE

DESIGNER.

14. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF

THE GOVERNMENT AND DESIGNER.

15. PROVIDE 14 DAYS NOTICE PRIOR TO START OF CONSTRUCTION FOR GOVERNMENT STAFF

PLANNING PURPOSES.

EROSION AND SEDIMENT CONTROL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, STATE, AND FEDERAL

PERMITS REQUIRED FOR STORM WATER MANAGEMENT AS A RESULT OF CONSTRUCTION

ACTIVITIES. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) FOR REVIEW BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL OBTAIN A COPY

OF THE U.S. ENVIRONMENTAL PROTECTION AGENCY'S (EPA) NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT (CGP) FOR STORM WATER

DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AND SUBMIT AND FILE A NOTICE OF

INTENT (NOI) AND NOTICE OF TERMINATION (NOT) AS REQUIRED BY THE EPA OR WITH THE LOCAL

IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. THE CGP DOES NOT RELIEVE THE

CONTRACTOR FROM COMPLIANCE WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS

REGARDING STORM WATER POLLUTION PREVENTION INCLUDING BUT NOT LIMITED TO

PROTECTION OF SURFACE WATERS, PREVENTION OF TRACKED SOILS TO ADJACENT STREETS,

FUEL CONTAINMENT, SPILL CONTROL, ETC.

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION TO MINIMIZE DEPOSITING AND TRACKING

OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS ON TO THE PUBLIC RIGHT-OF-WAY. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP OF THE PUBLIC RIGHTS-OF-WAY OR

ADJACENT PRIVATE PROPERTY FROM ANY TRACKING OR DEPOSITING OF MUD, DIRT, SAND,

GRAVEL, ROCK, OR DEBRIS.

3. NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR CONSTRUCTION SUPPLIES, SHALL

BE PLACED ON THE PUBLIC RIGHT-OF-WAY UNLESS PERMITTED BY THE GOVERNMENT AGENCY,

OR OTHER CONTROLLING ENTITY. IN ADDITION, PUBLIC APPROACHES SHALL NOT BE REMOVED, BLOCKED, OR OTHERWISE RENDERED UNUSABLE BY CONSTRUCTION ACTIVITY, EQUIPMENT OR

MATERIALS, OR PORTABLE TOILETS, UNLESS A SAFE, USABLE ALTERNATE WALKWAY, WHICH

MEETS THE DESIGN STANDARDS, IS PLACED ON THE SAME SIDE OF THE RIGHT-OF-WAY BY THE

CONTRACTOR.

SURVEY NOTES:

1. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES, AND OTHER FEATURES ARE

SHOWN APPROXIMATELY AND THE LOCATION, DEPTH AND ACCURACY OF SURFICIAL

INFORMATION SHALL BE FIELD VERIFIED. ADDITIONAL UNDERGROUND FEATURES MAY EXIST.

2. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED ON A SITE SPECIFIC

CONSTRUCTION SURVEY.

3. THE CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL BENCHMARKS AND OTHER

DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF WORK. NOTIFY THE CO OF ANY

CONFLICTS.

CIVIL NOTES:

1. ALL EQUIPMENT SHALL BE CLEANED AND INSPECTED PRIOR TO USE ON THE PROJECT SO AS TO

PREVENT THE TRANSPORT AND SPREAD OF NOXIOUS WEEDS AS WELL AS TO PREVENT SPILLS

OR LEAKS OF EQUIPMENT FLUID.

2. SERVICE AND REFUEL EQUIPMENT IN DESIGNATED AREAS ONLY.

3. DISTURBANCES IN STAGING AREAS SHALL BE KEPT TO A MINIMUM, AND SHALL BE RESTORED TO

EXISTING CONDITIONS AFTER CONSTRUCTION ACTIVITIES.

4. STRIP AND STOCKPILE TOPSOIL/GRAVEL FOR REUSE AFTER COMPLETION OF CONSTRUCTION

ACTIVITIES.

5. AT COMPLETION OF PROJECT STOCKPILE AREAS SHALL BE REMOVED AND RESTORED TO

EXISTING CONDITION UNLESS SPECIFIED OTHERWISE BY GOVERNMENT.

6. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REHABILITATED TO THE ORIGINAL

CONTOURS AND RESTORED TO THE ORIGINAL CONDITION TO THE GREATEST EXTENT POSSIBLE.

7. ALL STORM WATER IMPROVEMENTS SHALL MEET THE CITY OF BURLEY AND THE IDAHO

STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC) CURRENT EDITION.

8. WATER MAIN INSTALLATION SHALL COMPLY WITH THE AWWA AND NSF 61

9. ALL UTILITY MODIFICATIONS OR EXTENSIONS SHALL INCLUDE 12AWG TRACER WIRE AND/OR

DETECTABLE WARNING TAPE.

EROSION AND SEDIMENT CONTROL NOTES (CONTINUED)

4. STAGING, PARKING AND SOIL STOCKPILE AREAS SHALL BE SHOWN ON THE SWPPP LISTED IN

EROSION AND SEDIMENT CONTROL NOTE 1. NO SOILS OR AGGREGATE STOCKPILES ARE

PERMITTED ON UNDISTURBED PORTIONS OF THE PROPERTY WITHOUT PRIOR APPROVAL OF THE

GOVERNMENT AND UNLESS EROSION CONTROL MEASURES ARE IN PLACE TO PREVENT

DEPOSITION OF THE OFF-SITE SEDIMENT.

5. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING NON-PAVED AREA CAUSED BY

VEHICLES AND EQUIPMENT. ALL DAMAGE TO EXISTING VEGETATION SHALL BE RESTORED TO THE

CONDITION THAT EXISTED PRIOR TO CONSTRUCTION OR BETTER.

6. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT GOVERNMENT, FEDERAL, STATE AND LOCAL

AGENCIES WHICH HAVE JURISDICTION OVER DUST FOR THE CONTROL PROCEDURES AND

ADDITIVES USED IN DUST ABATEMENT. THE CONTRACTOR SHALL PREPARE AND MAINTAIN A DUST

CONTROL PLAN.

7. ALL NAVIGABLE WATERS OF THE U.S. SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES.

CONCRETE NOTES:

1. CONCRETE STRENGTH TO BE A MINIMUM F'C=4,000 PSI IN 28 DAYS.

2. SLUMP 4” MAXIMUM, AGGREGATE 3/4” MAXIMUM, AIR CONTENT 6 + 1.5.

3. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF: ASTM C-150

TYPE I OR II CEMENT, U.N.O. OR AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. AGGREGATE

SHALL CONFORM TO ASTM C-33.

4. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED.

5. SLAB-ON-GRADE SHALL BE POURED LEVEL TO WITHIN 1/8” IN 10' U.N.O.

6. CONCRETE CONTRACTOR SHALL DAMPEN SAND UNDERLAYMENT PRIOR TO CONCRETE

PLACEMENT TO ASSIST UNIFORM CONCRETE CURING.

7. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE

MATERIAL. OVER EXCAVATED FOOTINGS SHALL BE FILLED WITH CONCRETE.

8. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.

9. SPECIFICATIONS FOR MIXING, PLACING, AND FINISHING SHALL BE AS PER ACI-302.

10. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE

SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.

11. DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FOUNDATION WITH SAME

SIZE BAR.

12. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT

SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND PROCEDURES

FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF

ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS.

13. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO

CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES HOPPERS AND CHUTES OF VARIABLE

LENGTHS SHALL BE USED SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT

EXCEED 6 FEET.

14. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.45.

15. PROVIDE CONTROL JOINTS A MIN OF EVERY 225 SF OF SLAB CUT THE SAME DAY AS THE SLAB IS

PLACED.

PROPOSED LEGEND

PROPOSED CONCRETE

PROPOSED RIPRAP

PROPOSED DEMOLITION

PROPOSED ASPHALT

PROPOSED SIDEWALK DRAIN

PROPOSED HYDRANT

CENTERLINE

GRADE POINT

REINFORCING STEEL NOTES:

1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNLESS SPECIFICALLY NOTED

OTHERWISE. ASTM A-615 GRADE 40 MAY BE USED FOR #3 BARS AT CONTRACTOR'S OPTION UNLESS THE

GRADE IS SPECIFICALLY NOTED OTHERWISE.

2. CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING MINIMUMS, U.N.O.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3”

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

1.1. #5 BARS AND SMALLER 1-1/2”

1.2. #6 BARS AND LARGER 2”

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

1.1. SLABS, WALLS, AND JOISTS

1.1.1. #11 BARS AND SMALLER 3/4”

1.1.2. #14 BARS AND LARGER 1-1/2”

1.2. COLUMNS AND BEAMS 1-1/2”

1.3. SHELLS, FOLDED PLATE MEMBERS:

1.3.1. #5 BARS AND SMALLER 1/2”

1.3.2. #6 BARS AND LARGER 3/4”

3. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED U.N.O. IN NO CASE SHALL SPLICES BE LESS THAN 40 BAR DIAMETERS. SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 5' APART. SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS FOLLOWS: TOP BARS AT CENTERLINE OF SUPPORT;

BOTTOM BARS AT MID-SPAN. SPLICE CONTINUOUS BARS IN SPANDREL BEAMS, WALL BEAMS, ETC. AS

FOLLOWS: TOP BARS AT MID-SPAN; BOTTOM BARS AT CENTERLINE OF SUPPORT.

4. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED.

5. FIELD BENDING OF REINFORCING BARS SHALL BE REVIEWED BY THE ENGINEER. BENDING MAY BE

UNIFORMLY PREHEATED TO 1400 TO 1600 DEGREES F, AND BENT PER CRSI RECOMMENDATIONS.

EXISTING LEGEND

Ben L Carter Digitally signed by Ben L Carter Date: 2021.05.06 17:04:33 -06'00'

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CONTROL POINTS

POINT #

DESCRIPTION

BRC BLM IN CON

BRC IN CONC

BRC IN FENO

BRC IN FENO

BRC IN CONC

BRC IN CONC

ELEVATION

4210.64

4209.96

4209.79

4211.33

4209.36

4208.28

NORTHING

406566.08

407141.64

406782.96

406813.47

406836.26

407236.46

EASTING

1795551.44

1795600.51

1795264.98

1795897.49

1796535.57

1796529.32

FIRE WAREHOUSE

COMMUNICATIONS

~GRAVEL~

~DRIVEWAY~

~ASPHALT~

SURVEY DATUM

THE BASIS OF BEARING FOR THIS SURVEY WAS ESTABLISHED BY G.N.S.S.,

PROJECTED TO THE IDAHO STATE PLANE COORDINATE SYSTEM, WEST

ZONE. THE HORIZONTAL PROJECT DATUM IS NAD 1983 (NSRS2007). UNITS

ARE U.S. SURVEY FEET. ALL BEARINGS SHOWN ARE AT GRID AZIMUTH. ANY

DISTANCES OR COORDINATES SHOWN ARE GROUND VALUES.

FI

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N U

E

PROJECT LIMITS

~ASPHALT~

~ASPHALT~

Ben L Carter Digitally signed by Ben L Carter Date: 2021.05.06 17:05:08

FIRE WAREHOUSE

COMMUNICATIONS

~GRAVEL~~RETAIN AND

PROTECT GRAVEL~

~ASPHALT~

SHED

~SEPTIC~

1. REMOVE APPROXIMATELY 1,130 SF OF EXISTING

CONCRETE APRON.

2. ABANDON INACTIVE GAS RISER BELOW GRADE AND CAP.

3. REMOVE AND SALVAGE HYDRANT FOR RELOCATION.

4. RETAIN AND PROTECT ACTIVE GAS RISER.

5. ABANDON INACTIVE UTILITY BELOW GRADE AND CAP.

6. REMOVE IRRIGATION AND CAP BEYOND PROPOSED

CONCRETE SIDEWALK.

7. REMOVE TREE AND GRIND STUMP.

8. RETAIN AND PROTECT HYDRANT.

9. RETAIN AND PROTECT SEPTIC SYSTEM.

10. RETAIN AND PROTECT SHED.

11. COORDINATE WITH CO TO REMOVE FENCE, FOR

SIDEWALK IMPROVEMENTS.

12. REMOVE AND DISPOSE OF ALL RAIL ROAD TIES FOR

PROPOSED IMPROVEMENTS.

13. RETAIN AND PROTECT FENCE.

14. RETAIN AND PROTECT ASPHALT.

15. CLEAR AND GRUB VEGETATION APPROXIMATELY 250 SF

FOR STORM WATER IMPROVEMENTS.

16. RETAIN AND PROTECT GAS MAIN.

17. SAWCUT NEAT LINE IN EXISTING ASPHALT FOR ASPHALT

PAVEMENT REPLACEMENT.

18. RETAIN AND PROTECT CONCRETE WALKWAYS.

19. REMOVE ~1,450 SY OF ASPHALT PAVEMENT, RETAIN

AGGREGATE BASE MATERIAL IF SUITABLE.

KEY NOTES:

6 7

FIELD VERIFY UTILITY LOCATION WITHIN

FIVE FEET OF EXISTING BUILDING.

COORDINATE NEW JOINT TRENCH FOR

POWER, TELECOM, AND WATER AND

ROUTE TO MECHANICAL ROOM.

Ben L Carter Digitally signed by Ben L Carter Date: 2021.05.06 17:05:29

GRADING POINT TABLE

POINT #

DESCRIPTION

TOC

TOC

TOC

TOC

TOC

TOC

TOC

TOC

TOC

TOC

TOC

TOC

FL

FL

FL

RETENTION

100 YR

RETENTION

RETENTION

RETENTION

RETENTION

ELEVATION

4211.50

4211.55

4211.50

4211.00

4211.35

4211.07

4211.55

4211.50

4211.50

4211.55

4211.55

4211.55

4211.23

4210.95

4210.88

4209.50

4210.00

4210.90

4209.35

4211.25

4211.23

NORTHING

406440.75

406484.70

406484.75

406520.72

406520.65

406520.58

406484.30

406484.28

406440.28

406440.31

406440.73

406484.50

406522.65

406522.58

406522.72

406418.29

406420.81

406520.57

406475.57

406430.57

406430.56

EASTING

1795612.03

1795617.35

1795612.35

1795612.64

1795667.87

1795722.73

1795717.68

1795722.38

1795722.39

1795717.39

1795617.06

1795667.52

1795667.88

1795722.48

1795612.61

1795283.55

1795277.23

1795732.73

1795732.54

1795727.35

1795737.35

GRADING POINT TABLE

POINT #

DESCRIPTION

RETENTION

RETENTION

RETENTION

RETENTION

RETENTION

RETENTION

RETENTION

EP

EP

EP

EP

TOC

FL

TOC

EP

EP

TOC

FL

TOC

EP

ELEVATION

4211.24

4211.24

4211.38

4211.78

4210.14

4210.20

4210.34

4210.96

4211.58

4211.85

4211.81

4211.65

4211.53

4211.65

4211.68

4210.94

4210.62

4210.50

4210.62

4210.88

NORTHING

406475.57

406475.56

406510.26

406510.12

406411.82

406433.18

406411.82

406634.76

406634.33

406661.20

406660.98

406601.99

406599.99

406597.99

406564.97

406566.27

406599.11

406601.11

406603.11

406634.81

EASTING

1795727.54

1795737.54

1795727.69

1795737.69

1795300.69

1795277.12

1795277.12

1795576.49

1795674.78

1795674.95

1795717.58

1795717.66

1795717.68

1795717.69

1795717.98

1795551.11

1795550.89

1795550.87

1795550.78

1795550.12

* MATCH EXISTING

Y

1.

1% 0.6%

1.

5%

0.8%

1.3%

SHED

1. PROVIDE 5 CY OF CONCRETE SIDEWALK PER DETAIL 1/C501.

2. PROVIDE 5 CY OF CONCRETE SIDEWALK PER DETAIL 1/C501.

3. PROVIDE 99 CY OF HEAVY DUTY CONCRETE PER DETAIL 3/501.

4. PROVIDE 293 LF OF VALLEY GUTTER PER DETAIL 6/C501.

5. PROVIDE 122 CF OF STORM WATER RETENTION PER DETAIL

8/C502.

6. COORDINATE SITE UTILITIES ON SHEET E-101 AND P-101 WITH

ARCHITECTURAL DEMOLITION PLAN. THE INTENT IS TO ROUTE

THE UTILITIES, WITHIN FIVE FEET OUTSIDE THE BUILDING TO THE

NEW MECHANICAL ROOM, VIA JOINT TRENCH.

7. EXCAVATE AREA AS SHOWN FOR 106 CF STORM RETENTION.

FINAL SLOPES SHALL BE 1V:3H OR FLATTER.

8. RELOCATE EXISTING HYDRANT OUTSIDE SIDEWALK, PER DETAIL

7/C502.

9. PROVIDE BOLLARD PER DETAIL 4/C501, TYPICAL OF 8.

10. PROVIDE SIDEWALK DRAIN PER DETAIL 12/C502, TYPICAL OF 2.

11. 2' WIDE BY 12" THICK ENERGY DISSIPATING RIPRAP D50 = 6" OR

APPROVED EQUAL OVER 10 OZ/SY NON-WOVEN FILTER FABRIC.

GRADE TO RETENTION BASIN.

12. PROVIDE ~1,450 SY ASPHALT PAVING PER DETAIL 14/C502.

KEY NOTES:

PROVIDE 100 YR OVERFLOW

PER DETAIL 13/C502 FIRE WAREHOUSE

EXISTING FFE=4211.60

HAND FORM FLOW LINE TO

TRANSITION FROM VALLEY GUTTER

TO RETENTION BASIN SPILLWAY

GRADE EXISTING GRAVEL

LOCALLY TO PROMOTE

POSITIVE DRAINAGE

STRAIGHT GRADE EXISTING

GRAVEL TO VALLEY GUTTER TO

PROVIDE A SMOOTH TRANSITION

GRADE EXISTING GRAVEL

FLUSH TO NEW CONCRETE

~EXISTING GRAVEL~

GRADE LOCALLY TO ALLOW

SIDEWALK DRAIN TO FLOW

0.7% 0.7

32'

23'

COORDINATE SITE UTILITIES

TO AVOID CONFLICTS WITH

SITE IMPROVEMENTS

110.2'

4'

5' 5'

SI

D

EW

AL

K

SI

D

EW

AL

K

Ben L Carter Digitally signed by Ben L Carter Date: 2021.05.06 17:05:54

CONCRETE

SLAB PER PLAN

NOTE: THIS DETAIL TO ONLY BE APPLIED WHERE SHOWN

BASE COURSE PER PLAN

ADJACENT CONCRETE

MUST BE 6" THICK

HAMMER DRILL AND FRICTION FIT

REBAR TO A MINIMUM DEPTH OF 4" MIN

24" DOWEL SIZE AND SPACING TO

MATCH CONCRETE REINFORCING

#4 REBAR AT 18" OC MIN.

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

GRAVEL SURFACE WHERE

OCCURS

6" CRUSHED AGGREGATE

BASE COURSE

5" CONCRETE REINFORCED WITH

#4 BARS @ 18" O.C. EACH WAY

SHEAR CONNECTION PER DETAIL 2/C501

EXISTING BUILDING FOOTING

AND SLAB

1/2" (TYP)

1" CONCRETE CROWN TOP

6" SCH. 40 STEEL PIPE PAINTED

YELLOW FILLED WITH CONCRETE

1" CONCRETE CROWNTOP OF NEW GRADE

4'

3'

1'-6" Ø CONCRETE BASE

4" REFLECTIVE STRIP

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

HEAVY DUTY CONCRETE

#4 BARS @12" O.C. EACH

WAY, MIN 3" CLEAR (TYP)

8" CONCRETE SLAB

4" MIN CRUSHED

AGGREGATE BASE COURSE

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

8" OF SUBBASE

FIRST POUR

1/2" DIA x 18" DOWEL @ 18" O.C.

1/8" SAWCUT OR

TOOLED JOINT

EXPANSION JOINT

MATERIAL

1/2" JOINT

3/8" SEALANT

NOTE:

CONSTRUCTION JOINTS & CONTROL

JOINT SHALL DIVIDE SLAB INTO

AREAS NOT EXCEEDING 225 SQFT

WITHOUT REENTRANT CORNERS

AND WITH LENGTH TO WIDTH RATIOS

NOT EXCEEDING 1 1/2 TO 1.

CONTRACTOR SHALL SUBMIT

LAYOUT PLAN SHOWING PROPOSED

CONTROL AND CONSTRUCTION

JOINT LOCATIONS. JOINT SPACING

SHALL NOT EXCEED 20 FEET IN

EITHER DIRECTION. CONTRACTOR

SHALL HAVE CONTROL JOINTS

EVERY 5 FEET AND EXPANSION

JOINTS EVERY 50 FEET MINIMUM.

CONSTRUCTION JOINT

CONTROL JOINT

EXPANSION JOINT

4'

2" MIN.

#4 BARS @10" O.C. EACH

WAY, MIN 3" CLR (TYP)

FIRM NATIVE SOIL OR

ENGINEERED COMPACTED FILL

6" THICK BASE COURSE

CONSTRUCTION JOINTS PER

5/C501

CONSTRUCTION JOINTS PER

5/C501

THICKENED EDGE SLAB WHERE

SLAB DOES NOT TERMINATE

AGAINST CONCRETE

6"

SCALE: NTS

TYPICAL CONCRETE SLAB1

C501 SCALE: NTS

SHEAR ONLY CONCRETE CONNECTION2

C501 SCALE: NTS

SLAB FOR TRAFFIC AREAS3

C501

SCALE: NTS

BOLLARD DETAIL4

C501 SCALE: NTS

TYPICAL SLAB JOINTS5

C501 SCALE: NTS

4' VALLEY GUTTER6

C501

Ben L Carter Digitally signed by Ben L Carter Date: 2021.05.06 17:06:15

EXISTING HYDRANT RELOCATED

PER PLAN

4' DIAMETER

BACKFLOW RESERVOIR OF

FROST FREE YARD HYDRANT

GROUND LEVEL

5% MAX SLOPE (TYP)

12" DIA HDPE PIPE 15°

SKEW

FILL PIPE WITH LOOSE

DRAINAGE COURSE GRAVEL

6" THICK OF 1" MINUS CRUSHED

AGGREGATE SURROUNDING

YARD HYDRANT

4 OZ/SY NONWOVEN GEOTEXTILE

FABRIC PER AASHTO M288.06 CLASS II

FOR FINES GREATER THAN 50%.

LAP ENDS MINIMUM OF 1 FOOT INTO

AROUND PIPE.

36"

MATCH EXISTING PIPE SIZE AND

EXTENT TO NEW LOCATION

FROST LINE

3' -6

12d

12" MIN

12d

12" MIN

40d

40d

SINGLE LAYER BARS

6d MIN

6d

4" MIN

135°90°

D = 4d FOR #3 THRU #5 D = 6d FOR #6 THRU #8

D (TYP)

TIES AND STIRRUPS

4d

2 12" MIN

12d

4" MIN

180°

45°90°

D (TYP)

D = 6d FOR #3 THRU #8 D = 8d FOR #9 THRU #11 D = 10d FOR #14 THRU #18

TYPICAL HOOKS AND BENDS

INTERIOR CONCRETE

#4 BARS @12" O.C. EACH

WAY, MIN 3" CLEAR (TYP)

8" CONCRETE SLAB

MATCH EXISTING OR A MINIMUM

OF 6" CRUSHED AGGREGATE

BASE COURSE

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

CONSTRUCTION JOINTS PER

5/C501

FINISH PER ARCHITECTURAL

DRAWINGS

PROVIDE SHEAR CONNECTION

PER DETAIL 2/C501 WHEN

CONSTRUCTION JOINT MEETS

EXISTING CONCRETE SLAB

2' 6"

MIN

1 1/4"

1/2" X 1/4" COUNTERSINK

SCREWS

2" X 2" X 1/4" GALVANIZED

ANGLE IRON

1/2" X 4" ANCHOR BOLT

WELDED TO ANGLE IRON

@ 2'-0" O.C.

ADA APPROVED HOT

DIPPED GALVANIZED

STEEL TREAD PLATE

TREAD PLATE (3/8" ROLLED

STEEL-DIAMOND PATTERN)

6"

CONCRETE

2"

MIN

TERMINATE DOWNSPOUT

BENEATH TREAD PLATE

EXISTING DOWNSPOUT EXTEND

AS NEEDED TO TERMINATE

BENEATH TREAD PLATE

4" THICK LANDSCAPE

ROCK

4 OZ/YD2 NON-WOVEN

WEED BARRIER

FIRM NATIVE SOIL

OR ENGINEERED

COMPACTED FILL

MAX SLOPE 1V:5H

(BOTH SIDES)

RE-PLANT DISTURBED

NATIVE GRASS AND SLOPE

TO RETENTION BASIN

RE-PLANT DISTURBED

NATIVE GRASS AND SLOPE

TO RETENTION BASIN

SIDEWALK

SCALE: NTS

TYPICAL HYDRANT7

C502 SCALE: NTS

TYPICAL RETENTION BASIN8

C502 SCALE: NTS

SLAB FOR TRAFFIC AREAS9

C502

SCALE: NTS

CONCRETE CORNERS10

C502 SCALE: NTS

REBAR BENDS11

C502 SCALE: NTS

TYPICAL SIDEWALK DRAIN12

C502

SCALE: NTS

100 YEAR OVERFLOW13

C502

1'

3H:1V, BOTH SIDES

100 YR OVERFLOW,

GRADE PER PLAN

SCALE: NTS

ASPHALT CONCRETE PAVING14

C502

SAWCUT

A/C PAVEMENT - SEE SPECS WITH FLUSH COAT

FINISH ELEVATION OF ASPHALT PATCH TO BE 1/4"

TO 3/8" HIGHER THAN EXISTING ASPHALT WITH

OVERLAPS AS SHOWN

COMPACT BACKFILL TO 95% RELATIVE

COMPACTION OR PREPARED NATIVE SOILS

AGGREGATE BASE COMPACT

TO 95% RELATIVE COMPACTION

NOTE:

1. PROVIDE ASPHALT CONCRETE PAVEMENT SECTIONS AS FOLLOWS UNLESS MORE

STRINGENT STANDARD IN SPECIFICATION: ROADWAYS AND PARKING: 3" ASPHALT

CONCRETE OVER 12" AGGREGATE BASE ROCK. INCREASE THE THICKNESS OF

ASPHALT CONCRETE AND AGGREGATE BASE TO MATCH EXISTING WHEN GREATER

THAN INDICATED ON THIS DETAIL.

2. EXISTING AGGREGATE BASE MAY BE REUSED IF SUITABLE PER SPECIFICATION AND

COMPACTION IS ADEQUATE.

Ben L Carter Digitally signed by Ben L Carter Date: 2021.05.06 17:06:36 -06'00'

WOOD STUD AND GYPSUM BOARD WALL (NEW)

EXISTING CONSTRUCTION TO BE REMOVED

GA.

FTG.

GALV.

FLR.

H.C.

H.M.

HSV

H.B.

GHM

HT.

FIBERGLASS BATT INSULATION

GYPSUM BOARD CEILING (IN PLAN)

GALVANIZED, HOT DIPPED

GALVANIZED HOLLOW METAL

HOMOGENEOUS SHEET VINYL

GYPSUM WALL BOARD

HANDICAPPED

HOLLOW METAL

HEIGHT

HOSE BIBB

FOOTING

GAUGE

FLOOR

BLDG.

BRG.

C.O.

CMU

DTL.

CONC.

CONT.

CTR.

CLG.

D.F.

EXIST.

ELEC.

DWG.

DIA. Ø

E.I.F.S.

F.D.

FIN.

FDTN.

EXP.

EXT.

EA.

EJ

EL.

CJ

EXTERIOR INSULATION AND FINISH SYSTEM

ELECTRICAL

FLOOR DRAIN

FOUNDATION

FINISHED

EXPANSION

EXISTING

EXTERIOR

EXPANSION JOINT

ELEVATION

DRAWING

DIAMETER

DRINKING FOUNTAIN

EACH

CONCRETE MASONRY UNIT

AT OR AT THE RATE OF

DETAIL

CONCRETE

CONTINUOUS

CENTER

CLEAN OUT

CONTROL JOINT

CEILING

CENTERLINE

BUILDING

BEARING

UNDERWRITER'S LABORATORIES, INC.

TOP OF FOOTING

TOP OF STEEL

WELDED WIRE FABRIC

WIDE

WINDOW

WOOD

WITH

WDW.

WWF

WD

W/ W.

TYPICAL

U.L.

T.O.F.

T.O.S.

TYP.

POUNDS PER SQUARE INCH

STAINLESS STEEL

ROUGH OPENING

RADIUS, RISER

PAINT, OR PAINTED

SCHEDULESCHED.

SIMILAR

SQUARE

STEEL

SUSPENDED

STANDARD

SS

SUSP.

STD.

STL.

SIM.

SQ.

SQUARE FOOT

PAIR

R

R.O.

PT.

PSI

PR.

MINIMUM, OR MINUTES

MOISTURE RESISTANT

POLYETHYLENE

MASONRY OPENING

NOT IN CONTRACT

M.R.

PLATE

PHASE

NOMINAL

ON CENTER

POLY

O.C.

P

PH.

NOM.

N.I.C.

MATERIAL

MAXIMUM

MAN HOLE

MECHANICAL

M.H.

MIN.

M.O.

MAX.

MECH.

MATL.ALUM.

A.F.F.

ABV.

ADA

ACT

AMERICANS WITH DISABILITIES ACT

ABOVE FINISHED FLOOR

ALUMINUM

ACOUSTICAL TILE

ABOVE

INSULATING, INSULATION

JOINT

LAVATORYLAV.

INSUL.

JT.

FOF FACE OF FINISH

F.F. FINISHED FACE

MTL. METAL

T.O. TOP OF

P.T. PRESSURE TREATED

F.V. FIELD VERIFY

HDWE. HARDWARE

REQ'D REQUIRED

BOTT. BOTTOM

TLT. TOILET

BL BUILDING LINE

MANUFACTURERMANUF.

MILLWORK (IN PLAN VIEW)

MIRROR IMAGE OF TYPICAL DETAILMIRR.

C.B. CATCH BASIN

PACKAGEPKG.

APPROX. APPROXIMATELY

EQ. EQUAL

BLKG. BLOCKING

TK. THICK

COORD. COORDINATE L

GWB

CL

WH WATER HEATER

D.W. DISH WASHER

FE FIRE EXTINGUISHER

SPRAY APPLIED FOAM ROOFSAFR

1. CONTRACTOR SHALL CONFINE HIS OPERATIONS TO THE

IMMEDIATE VICINITY OF THE WORK SITE AS DIRECTED BY THE

GOVERNMENT.

2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE

VERIFICATION OF ACTUAL CONDITIONS SURROUNDING THE

PROJECT, INCLUDING THE AS-BUILT LOCATIONS AND

CONDITIONS OF EXISTING UTILITIES AND THE BUILDING

STRUCTURE.

3. CONTRACTOR SHALL COORDINATE THE LOCATIONS FOR THE

STORAGE OF EQUIPMENT AND BUILDING MATERIALS WITH THE

GOVERNMENT. CONTRACTOR SHALL NOT BLOCK OR IMPEDE

ACCESS TO THE BUILDING BY EXISTING PERSONNEL OR

EMERGENCY VEHICLES.

4. CONTRACTOR SHALL COORDINATE ANY REQUIRED SHUT-DOWN

OF UTILITIES WITH OWNER. CONTRACTOR SHALL VERIFY THE

LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO

PERFORMING ANY EXCAVATION OPERATIONS. ANY DAMAGE TO

EXISTING UNDERGROUND UTILITIES, INADVERTENT OR

OTHERWISE, RESULTING FROM CONSTRUCTION OPERATIONS,

SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT

NO ADDITIONAL EXPENSE TO THE GOVERNMENT.

5. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE BY

THE CONTRACTOR AND DISPOSED OF IN ACCORDANCE WITH

ALL APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS.

DEBRIS SHALL BE REMOVED FROM THE SITE DAILY AND AREA

OF RENOVATION SHALL BE KEPT CLEAN AT ALL TIMES.

6. THE CONTRACTOR SHALL ACCESS THE BUILDING.

7. CONTRACTOR SHALL NOTIFY GOVERNMENT, AND ALL

PERSONNEL, OF ANY REQUIRED UTILITY SHUT-DOWN NOT

LESS THAN 48 HOURS IN ADVANCE OF THE SCHEDULED

INTERRUPTION OF UTILITY SERVICES.

8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE PROTECTION OF THE BUILDING AND ITS

CONTENTS FROM THE ELEMENTS. CONTRACTOR SHALL

PROVIDE TEMPORARY CLOSURES AND BARRICADES AS

REQUIRED.

9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE

VERIFICATION OF ALL DIMENSIONS, LOCATIONS, SIZES, ETC. OF

ALL BUILDING COMPONENTS, STRUCTURAL MEMBERS,

EQUIPMENT, AND ACCESSORIES TO REMAIN.

10. CONTRACTOR SHALL NOT IMPEDE TRAFFIC FLOW IN

ROADWAYS OR PARKING AREAS. COMPLETE ACCESS TO THE

BUILDING BY EMERGENCY VEHICLES SHALL BE MAINTAINED AT

ALL TIMES DURING DEMOLITION AND CONSTRUCTION

OPERATIONS.

(NOT ALL ABBREVIATIONS ARE USED)

NAFB NELLIS AIR FORCE BASE

SYMBOLS:

TYPICAL ABBREVIATIONS: GENERAL NOTES: LEGEND:

X

EXISTING CONSTRUCTION TO REMAIN

T THERMOSTAT

INTERIOR PARTITION TYPES:

4" WOOD STUDS @ 16" O.C. W/ BATT INSULATION FULL

HEIGHT. TREATED SILL PLATE & DBL TOP PLATE.

6" WOOD STUDS @ 16" O.C.W/ BATT INSULATION FULL

HEIGHT.TREATED SILL PLATE & DBL TOP PLATE.

DOUBLE 4" WOOD STUDS @ 16" O.C. WALL WITH 4 INCH AIR

SPACE W/ BATT INSULATION FULL HEIGHT, BOTH WYTHES.

TREATED SILL PLATE & DBL TOP PLATE.

DOUBLE 4" WOOD STUDS @ 16" O.C. WALL WITH 8 INCH AIR

SPACE W/ BATT INSULATION FULL HEIGHT, BOTH WYTHES.

TREATED SILL PLATE & DBL TOP PLATE.

VERIFY IN FIELDVIF.

FD FLOOR DRAIN

LAY-IN ACOUSTICAL CEILINGLIA

SEALED CONCRETESLDC

CT CERAMIC TILE

FRP FIBER REINFORCED PLASTIC

RUBBER BASERB

PLYWOODPLYWD

GYPSUM BOARDGYP. BD.

TYPE 1

TYPE 2

TYPE 3

TYPE 4

- SEE PARTITION TYPES.

- SEE KEYED DEMOLITION NOTES.

SUBSTRATESUB STR

NOTE: SEE 1-A102 FOR KEYED LOCATIONS. SEE FINISH SCHEDULE AND

INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION, WALL

PROTECTION, AND FINISH MATERIALS.

G.H.M. GALVANIZED HOLLOW METAL

POLYCARBONATEPC

IS SHOWN ("-" DENOTES SAME SHEET)

IS SHOWN ("-" DENOTES SAME SHEET)

SECTION IDENTIFICATION

DOOR TYPE IDENTIFICATION

DRAWING WHERE SECTION

DETAIL IDENTIFICATION

DRAWING WHERE DETAIL

IS SHOWN ("-" DENOTES SAME SHEET)

EXTERIOR ELEVATION IDENTIFICATION

DRAWING WHERE ELEVATION

INTERIOR PARTITION TYPE

AXXX

IS SHOWN ("-" DENOTES SAME SHEET)

INTERIOR ELEVATION IDENTIFICATION

DRAWING WHERE ELEVATION

ROOM/SPACE IDENTIFICATION

ROOM NUMBER

REVISION NUMBER1

ROOM TAG

74 SF

MECH / ELEC

ROOM/SPACE AREA

PLAN

NORTH

TRUE

NORTH

NORTH ARROWS

STRUCTURE, OR STRUCTURALSTRUCT.

TBD TO BE DETERMINED

Digitally signed by Richard C.

Hatcher Jr.

Date: 2021.05.07 14:37:58-04'00'

LOW-HAZARD STORAGE (S-2) - 4,658 SF

ACCESSORY SPACE - RESTROOM, STORAGE - 913 SF

MECHANICAL - MECH/ELEC/JAN - 108 SF

REQUIRED BUILDING EGRESS WITH LOAD & MIN. WIDTH

REQUIRED SPACE EGRESS

SPACE EGRESS

MAXIMUM TRAVEL DISTANCE

FE FIRE EXTINGUISHER

X'-X" REQUIRED EGRESS WIDTH

OL=X OCCUPANT LOAD

XX SF ROOM SIZE IN SQUARE FEET

ACCESSORY SPACE

1. FOR CODE REVIEW PURPOSES: NUMBERS SHOWN AT DOORWAYS

INDICATE THE OCCUPANT LOAD WHICH MUST EXIT THROUGH THE DOOR

WIDTH REQUIREMENT.

2. ACCESSORY SPACES ARE INCLUDED IN THE TOTAL SQUARE FOOT. NET

SQUARE FOOTAGE REFLECTS OCCUPIED SPACE.

3. (*) INDICATED AN ACCESSORY SPACE WHICH HAS NOT BEEN INCLUDED IN

TOTAL OCCUPANT LOAD.

2015 INTERNATIONAL BUILDING CODE (IBC)

TYPE OF CONSTRUCTION: V-B

NON-SPRINKLERED BUILDING

GROSS BUILDING SQ. FOOTAGE: 6,000 SF

S-2 STORAGE = 6,000 SF / 13,500 ALLOWED = .444: OK

NO. OF STORIES: 1 / NO. ALLOWED: 2: OK

TOTAL OCCUPANT LOAD:

PARKING GARAGES: 4,815 SF GROSS/ 200 = 25

NO. OF EXITS PROVIDED: 4 / NO. REQUIRED: 2: OK

DISTANCE BETWEEN EXITS: 104'-0" / MINIMUM REQUIRED: 57'-0"

MAXIMUM TRAVEL DISTANCE: 75'-0" / MAX. ALLOWED: 300'-0"

NET SQUARE FOOTAGE: 4,658 (77.63%)

ACCESSORY: 1,021 SF (17.02%)

MIN. EGRESS DOOR WIDTH: 29 X 0.2" = 5.8" (32" CLEAR PER OPENING, IF <

32") OK

0 1' 2' 3' 4' 6' 8'

GRAPHIC SCALE

FE

CODE LEGEND:

GENERAL NOTES:

OVERALL BUILDING CODE DATA:

TRUE

NORTH

PLAN

NORTH

LIFE SAFETY PLAN

FE

FE

FE

FE

FE

A101

ENGINE BAY 1

A102

ENGINE BAY 2

A103

ENGINE BAY 3

A104

ENGINE BAY 4

A111

CACHE STORAGE 1

A105

CACHE STORAGE 2

A106

WOMEN

A107

MEN

A110

MECH/ELEC

A108

JAN

A109

COMM

Digitally signed by Richard C.

Hatcher Jr.

14:39:25-04'00'

GENERAL INSULATION NOTES:

1. CONTRACTOR TO REMOVE AND PROPERLY DISPOSE OF ALL

EXISTING INSULATION AT EXTERIOR WALLS AND AT THE ROOF

PLANE AND REPLACE FULL EXTENTS WITH NEW INSULATION AS

SPECIFIED AND SHOWN ON THE DRAWINGS.

2. NEW INSULATION SHALL BE INSTALLED IN ALL EXTERIOR WALLS

FROM FINISH FLOOR TO THE BOTTOM OF ROOF DECK FULL

EXTENTS. ALL NEW INSULATION IN EXTERIOR WALLS BEHIND

NEW AND REPLACED PLYWOOD SHEATHING SHALL BE

GLASS-FIBER BLANKET INSULATION, FACED AS SPECIFIED.

FACING SHALL BE INSTALLED ON THE INTERIOR SIDE OF THE

WALL.

3. ALL NEW INSULATION IN EXTERIOR WALLS THAT IS EXPOSED

ABOVE THE NEW AND REPLACED PLYWOOD SHEATHING SHALL

BE GLASS-FIBER BLANKET INSULATION,

POLYPROPYLENE-SCRIM-KRAFT FACED AS SPECIFIED. COLOR

SHALL BE WHITE. FACING SHALL BE INSTALLED ON THE

INTERIOR SIDE OF THE WALL; EXPOSED.

4. NEW INSULATION SHALL BE INSTALLED AT THE ROOF PLANE,

FULL EXTENTS. ALL NEW INSULATION AT THE ROOF PLANE

SHALL BE GLASS-FIBER BLANKET INSULATION,

POLYPROPYLENE-SCRIM-KRAFT FACED AS SPECIFIED. COLOR

SHALL BE WHITE. FACING SHALL BE INSTALLED EXPOSED.

5. ALL NEW INTERIOR FRAMED PARTITIONS SHALL RECEIVE NEW

GLASS-FIBER BLANKET INSULATION, FACED; FULL HEIGHT AND

EXTENTS. THICKNESS OF THE INSULATION SHALL MATCH THE

WIDTH OF THE WALL CAVITY WITHOUT COMPRESSING THE

BATTS.

GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY

STRUCTURAL SHORING AND TEMPORARY BRACING REQUIRED

FOR DEMOLITION AND CONSTRUCTION.

GENERAL DEMOLITION NOTES:

1.

PATCH, FILL, & PROPERLY PREPARE ALL EXPOSED AND

DISTURBED SURFACES AS NECESSARY TO RECEIVE SMOOTH

FINISH MATERIAL AS INDICATED IN FINISH SCHEDULE AND AS

NOTED ELSEWHERE. PATCH INTERSECTIONS OF REMAINING

WALLS DAMAGED BY DEMOLITION WORK TO MATCH EXISTING.

2.

4.

CONTRACTOR IS TO CONTACT THE APPROPRIATE AUTHORITIES

PRIOR TO SITE DEMOLITION WORK FOR LOCATIONS OF

UNDERGROUND UTILITIES.

5.

CONTRACTOR SHALL FIELD VERIFY ALL EXISITING CONDITIONS

PRIOR TO ALL DEMOLITION, ORDERING OF MATERIALS,

FABRICATION, CONSTRUCTION, AND INSTALLATION (TYPICAL).

6.

3.

DEMOLISH AND REMOVE ALL INTERIOR BUILD-OUT SPACES,

MATERIALS, FIXTURES, AND FINISHES AS INDICATED IN THE

KEYED NOTES. OWNER HAS FIRST OPTION FOR ALL SALVAGE

MATERIALS, EQUIPMENT, AND FIXTURES. COORDINATE AS

REQUIRED.

ALL EXISTING ROOF PENETRATIONS THAT ARE OR BECOME

DEFUNCT, INACTIVE, OR UNUSABLE AS PER SCOPE OF WORK

SHALL BE CUT OFF BELOW THE STRUCTURE AND PROPERLY

CAPPED ABOVE AND BELOW THE ROOF. SEE MECH/ PLUMB.

DWG'S FOR ADDITIONAL INFORMATION ON EXISTING ROOF

PENETRATIONS WITH MODIFICATIONS. CARE SHALL BE TAKEN

WHEN ACCESSING BUILDING COMPONENTS FROM THE ROOF TO

AVOID DAMAGING ROOF & WALL SYSTEM COMPONENTS. ALL

INCIDENTAL DAMAGE SHALL BE IMMEDIATELY REPAIRED TO

MAINTAIN A WEATHER-PROOF EXTERIOR BUILDING ENVELOPE

AT ALL TIMES. NO NEW PENETRATIONS SHALL BE MADE INTO

THE EXISTING ROOFING SYSTEM.

7.

ALL LOOSE STORED ITEMS AND MATERIALS INSIDE THE

BUILDING AND IN ADJACENT AREAS ON THE EXTERIOR TO BE

REMOVED BY THE GOVERNMENT AS REQUIRED FOR THE SCOPE

OF WORK. COORDINATE AS REQUIRED. ALL BUILT-IN SHELVING

AND OTHER BUILT-IN FURNISHINGS SHALL BE DEMOLISHED AND

REMOVED BY CONTRACTOR.

8.

9. WHERE SELECT DEMOLITION OF EXISTING EXTERIOR METAL

WALL PANELS ARE REQUIRED, CONTRACTOR SHALL PROVIDE

TRUE AND PLUMB FIELD CUTS NO LARGER THAN AS INDICATED

FOR ROUGH OPENINGS. ALL CUT AND DAMAGED EDGES SHALL

BE FIELD TREATED WITH RUST RETARDANT AND FINISH TO

MATCH EXISTING.

REMOVE AND DISPOSE OF PROPERLY OFF SITE ALL EXISTING

BUILDING INSULATION, INCLUDING BATT INSULATION IN

EXTERIOR WALLS AND RIGID INSULATION ATTACHED TO

EXTERIOR WALLS AND ROOF STRUCTURE.

10.

11.

ALL EXISTING PLYWOOD SHEATHING MAY BE REMOVED AND

SALVAGED, PROPERLY STORED, AND RE-INSTALLED

ACCORDING TO THE NEW CONSTRUCTION PLANS.

CONTRACTOR IS RESPONSIBLE FOR STORING AND PROTECTING

MATERIALS FROM DAMAGE AND MOISTURE INTRUSION. ONLY

UN-DAMAGED SHEATHING WILL BE ACCEPTED FOR

INCORPORATION INTO NEW CONSTRUCTION. WHERE EXTENTS

OF EXISTING PLYWOOD SHEATHING IS NOT SUFFICIENT TO

PROVIDE RE-INSTALLATION OF THE EXTENTS SHOWN ON THE

DRAWINGS, CONTRACTOR SHALL PROVIDE NEW PLYWOOD TO

MATCH EXISTING FOR FULL COVERAGE AT ALL EXTERIOR WALLS

TO 12'-0" ABOVE FINISH FLOOR; FULL EXTENTS.

WHERE NEW EXTERIOR CONCRETE APPRON IS PLACED

ABUTTING THE EXISTING FLOOR SLAB, RECESS NEW CONCRETE

1/2" MINIMUM AND SLOPE AWAY FROM THE BUILDING. PROVIDE

1/2" COMPRESSIBLE FILLER SEPARATION.

12. CAREFULLY REMOVE ALL EXISTING EXTERIOR BUILDING

SIGNAGE AND RETURN TO OWNER UNDAMAGED.

GENERAL DEMOLITION NOTES (CON'T):

DEMOLITION KEYED NOTES:

REMOVE EXISTING WALL. RE-ROUTE EXISTING ELECTRICAL

CONDUIT AND OTHER UTILITIES AS REQ'D ACCORDING TO NEW

CONSTRUCTION PLANS.

REMOVE EXISTING DOOR, FRAME, & HARDWARE.

REMOVE EXISTING PORTION OF EXTERIOR WALL -- REFER TO

OPENING SCHEDULE FOR OPENING SIZES AND FLOOR PLAN

A101, AD101, AD103, & AD104 FOR LOCATIONS. FIELD VERIFY

LOCATION OF EXISTING WIND COLUMNS, WALL GIRTS, & OTHER

STRUCTURE. NOTIFY ARCHITECT IMMEDIATELY AND

COORDINATE LOCATION OF NEW DOOR OPENINGS IF CONFLICTS

WITH EXISTING STRUCTURE ARE IDENTIFIED.

REMOVE EXISTING PLUMBING FIXTURE AS INDICATED ON

PLUMBING DRAWINGS. PREPARE CONDITIONS TO RECEIVE NEW

CONCRETE PATCHING.

REMOVE EXISTING TOILET PARTITIONS AND TOILET

ACCESSORIES.

REMOVE EXISTING ELECTRICAL/ TELECOMM SYSTEM

EQUIPMENT. RE-ROUTE SYSTEMS AS REQUIRED FOR NEW

CONSTRUCTION. SEE ELEC.

REMOVE EXISTING HVAC/ HEATER EQUIPMENT. RE-ROUTE ANY

COMPONENTS AS REQUIRED FOR NEW CONSTRUCTION. SEE

MECH.

REMOVE EXISTING STAIRCASE AND PLATFORM ABOVE INTERIOR

SPACES IN ITS ENTIRETY, INCLUDING ALL WOOD FRAMING,

PLYWOOD, WALLS, DOORS, AND WOOD SAFETY GUARDRAILS.

REMOVE EXISTING WINDOW AND FRAME.

REMOVE EXISTING OVERHEAD DOOR, FRAME, OVERHEAD

TRACKS, MOTOR, BRACING, ASSOCIATED HARDWARE AND

CONTROLS. RETAIN AND PROTECT STRUCTURAL MEMBERS AT

HEAD AND JAMBS FOR INSTALLATION OF NEW OVERHEAD DOOR.

REMOVE EXISTING VCT FLOOR FINISH, TRANSITION STRIPS, AND

ALL MASTIC ENTIRELY, FULL EXTENTS. PROPERLY PREPARE

ALL AFFECTED AREAS TO RECEIVE NEW FLOOR SEALANT AND/

OR FINISHES AS INDICATED IN FINISH SCHEDULE.

REMOVE EXISTING HARD CEILINGS AND ALL RELATED ITEMS

FOR LIGHT FIXTURES - SEE ELEC.

SAW-CUT AND REMOVE EXISTING CONCRETE SLAB FOR NEW

PLUMBING AND ELECTRICAL WORK. SEE PLUMBING AND

ELECTRICAL FOR EXTENTS. REFER TO CIVIL DETAIL 9 ON SHEET

C502 FOR SPECIFIC INSTALLATION REQUIREMENTS .

DEMOLISH COMPLETELY AND REMOVE EXISTING CONCRETE

PAVING - SEE CIVIL FOR EXTENTS AND ADDITIONAL INFO.

REMOVE EXISTING PORTION OF EXTERIOR WALL INCLUDING

EXISITNG OVERHEAD DOOR, FRAME, OVERHEAD TRACKS,

MOTOR, BRACING, ASSOCIATED HARDWARE AND CONTROLS.

REMOVE EXISTING ROUGH OPENING STRUCTURE AT HEAD AND

JAMBS -- SEE OPENING SCHEDULE FOR NEW DOOR SIZES;

AD101, AND A101 FOR LOCATIONS. FIELD VERIFY LOCATION OF

ALL EXISTING STRUCTURAL MEMBERS PRIOR TO ORDERING

MATERIALS. PROVIDE ALL TEMPORARY AND PERMANENT

LATERAL & CROSS BRACING AS REQUIRED -- SEE STRUCTURAL.

16 REMOVE EXISTING PORTION OF EXTERIOR WALL FOR NEW

OVERHEAD DOOR. -- SEE OPENING SCHEDULE FOR NEW DOOR

SIZES; AD101, AD104, AND A101 FOR LOCATIONS. FIELD VERIFY

LOCATION OF ALL EXISTING STRUCTURAL MEMBERS PRIOR TO

ORDERING MATERIALS. PROVIDE ALL TEMPORARY AND

PERMANENT LATERAL & CROSS BRACING AS REQUIRED -- SEE

STRUCTURAL.

DEMOLITION KEYED NOTES (CON'T):

20 REMOVE ALL EXISTING PLYWOOD SHEATHING AND ALL EXISTING

BATT INSULATION LOCATED INSIDE WALL CAVITIES ON

EXTERIOR WALLS.

21 REMOVE ALL EXISTING RIGID INSULATION ATTACHED TO

EXTERIOR WALLS AND ROOF STRUCTURE IN ITS ENTIRETY.

EXISTING 1X4 WOOD SLEEPERS ATTACHED TO ROOF

STRUCTURE ARE TO REMAIN. EXISTING 2x_ WOOD BLOCKING

AND STUDS WITHIN EXTERIOR WALLS ARE TO REMAIN.

SAW-CUT AND REMOVE EXISTING CONCRETE SLAB FOR NEW

STRUCTURAL COLUMN FOOTINGS. CAREFULLY DEMOLISH

MINIMUM AREA REQUIRED FOR THE WORK. AVOID DISTURBING

EXISTING CONCRETE FOOTING AND FOUNDATION. SEE

STRUCTURAL FOR EXTENTS AND LOCATIONS. PROVIDE

TEMPORARY SHORING AND BRACING AT ALL TIMES. PROPERLY

PREPARE CONDITIONS TO RECEIVE NEW CONCRETE PATCHING.

PROVIDE COMPACTED BACKFILL, GRAVEL DRAINAGE LAYER,

AND VAPOR BARRIER UNDER AREAS OF NEW CONCRETE SLAB.

EPOXY DOWEL INTO EXISTING CONCRETE SLAB -- SEE

STRUCTURAL DRAWINGS.

18 COORDINATE DEMOLITION AND CONSTRUCTION OF NEW

CONCRETE FOOTINGS WITH LOCATION AND INSTALLATION OF

NEW STEEL BOLLARDS IN ADJACENT AREA. SEE 1B-A108 FOR

MORE INFO. ON BOLLARD LOCATIONS.

19 REMOVE EXISTING PORTION OF EXTERIOR WALL -- REFER TO

MECHANICAL DRAWINGS/ SCHEDULES AND FLOOR PLAN A101,

AD101, AD103, & AD104 FOR LOCATIONS. FIELD VERIFY

LOCATION OF EXISTING WIND COLUMNS, WALL GIRTS, & OTHER

STRUCTURE. NOTIFY ARCHITECT IMMEDIATELY AND

COORDINATE LOCATION OF NEW DOOR OPENINGS IF CONFLICTS

WITH EXISTING STRUCTURE ARE IDENTIFIED.

GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY

AND PERMANENT STRUCTURAL SHORING AND BRACING

REQUIRED FOR DEMOLITION AND CONSTRUCTION.

GENERAL CONSTRUCTION NOTES:

CONTRACTOR TO COORDINATE ALL TRADES IN THE

FABRICATION, INSTALLATION, AND FUNCTIONALITY OF ALL NEW

OVERHEAD DOORS. CONDUIT, PIPING, AND ALL OTHER UTILITIES

SHALL NOT CONFLICT WITH EXISTING OR NEW BUILDING

STRUCTURAL MEMBERS OR FULL OPERATION OF NEW

OVERHEAD DOORS.

2.

4.

5.

CONTRACTOR SHALL FIELD VERIFY ALL EXISITING CONDITIONS

PRIOR TO ALL DEMOLITION, FABRICATION, CONSTRUCTION, AND

INSTALLATION (TYPICAL).

6.

3.

PATCH ALL HOLES AND DAMAGE TO EXISTING EXTERIOR METAL

WALL PANELS, TRIM, AND COMPONENTS TO MATCH EXISTING AS

REQUIRED TO ACHIEVE A FINISHED ENCLOSED EXTERIOR WALL

SYSTEM. WHERE DAMAGE TO EXISTING METAL WALL PANELS

OR COMPONENTS OCCURS THAT CANNOT BE REASONABLY

PATCHED OR REPAIRED WITH MATCHING MATERIALS, REMOVE

DAMAGED PANEL AND REPLACE WITH NEW METAL WALL PANEL

TO MATCH EXISTING. ALL EXTERIOR WALLS SHALL BE

RETURNED TO A COMPLETED AND FINISHED CONDITION AS

REQUIRED TO MAINTAIN CONTINUOUS WEATHER PROOFING.

PATCH AND REPLACEMENT MATERIALS SHALL MATCH EXISTING.

COORDINATE WITH ALL TRADES AS REQUIRED.

7. WHERE SELECT DEMOLITION OF EXISTING EXTERIOR WALL

PANELS ARE REQUIRED, CONTRACTOR TO PROVIDE TRUE AND

PLUMB FIELD CUTS NO LARGER THAN AS INDICATED FOR

ROUGH OPENINGS ON OPENING SCHEDULE AND ON MECH/

PLUMB DRAWINGS AND SCHEDULES. ALL CUT AND DAMAGED

EDGES SHALL BE FIELD TREATED WITH RUST RETARDANT AND

FINISH TO MATCH EXISTING. ALL NEW OPENINGS SHALL

RECEIVE PRE-FINISHED METAL CLOSURE TRIM AT THE METAL

PANELS; COLOR TO MATCH WALL PANELS.

CONTRACTOR IS RESPONSIBLE TO COORDINATE EXECUTION

AND INTEGRATION OF THE VARIOUS SYSTEMS AND

COMPONENTS INTO A CLEAN, NEAT, AND CONSISTENT

ASSEMBLY. NOT ALL CONDITIONS ARE EXPLICITLY DETAILED,

AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE

THE WORK IN DETAIL AND AS A WHOLE. REQUEST

CLARIFICATION FROM ARCHITECT IMMEDIATELY IF A CONFLICT

IN EXECUTION IS IDENTIFIED.

1.

REMOVE AND PROPERLY DISPOSE OF ALL EXISTING BATT

INSULATION LOCATED INSIDE WALL CAVITIES ON EXTERIOR

WALLS AND ALL EXISTING RIGID INSULATION ATTACHED TO

EXTERIOR WALLS AND ROOF STRUCTURE IN ITS ENTIRETY.

CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL WIND

COLUMNS AND LOCATIONS AND HEIGHTS OF WALL GIRTS ON

END WALLS AND AT ALL MAIN COLUMN BAYS BEFORE ORDERING

MATERIALS AND FABRICATION.

8.

11.

12.

ALL DAMAGED ROOF & WALL PANELS, GUTTERS, DOWNSPOUTS,

FASCIA & CORNER TRIM SHALL BE REPLACED WITH NEW

PRE-FINISHED METAL COMPONENTS TO MATCH EXISTING.

9. EXHAUST FAN LOUVERS ON NORTH AND SOUTH EXTERIOR WALLS

SHALL BE INSTALLED IN ALIGNMENT AT SAME ELEVATION, WHERE

POSSIBLE, UNLESS NOTED OTHERWISE. SEE A103 & A104 FOR

ADDITIONAL INFORMATION ON INSTALLATION LOCATIONS.

10. PROVIDE PRE-FINISHED METAL CLOSURES AND TRIM AT ALL

OPENINGS AND PENETRATIONS MADE IN EXISTING EXTERIOR

WALLS. FINISHED INSTALLATION OF ALL NEW OPENING

COMPONENTS, LOUVERS, AND DOORS, SHALL BE WATER-TIGHT

AND WEATHER-PROOF. ALL NEW BREAK METAL AND CLOSURE

TRIM SHALL BE PRE-FINISHED; COLOR AND PROFILE TO MATCH

EXISTING METAL WALL PANELS. ALL PENETRATIONS THROUGH

EXTERIOR WALLS SHALL BE SEALED TIGHT AND

WEATHER-PROOF.

ALL NEW CONCRETE PLACED ON BUILDING INTERIOR SHALL

RECEIVE HARD TROWEL FINISH AND SEALED WITH CLEAR

SEALER AS SCHEDULED.

ALL NEW CONCRETE PLACED FOR EXTERIOR SIDEWALKS SHALL

RECEIVE BROOM SWEPT FINISH. SWEEP PATTERN SHALL BE

MADE PERPENDICULAR TO DIRECTION OF TRAVEL.

13. PROVIDE SOLID DIMENSIONAL BLOCKING BEHIND ALL

WALL-MOUNTED TOILET ACCESSORIES INCLUDING GRAB BARS,

TOILET TISSUE DISPENSERS, PAPER TOWEL DISPENSERS,

MIRRORS, BASE CABINETS, ETC.

14. ANSI 117.1 AND 2010 ADA STANDARDS FOR ACCESSIBILE DESIGN

TO BE PROVIDED AT ALL DOORS. NOTIFY ARCHITECT

IMMEDIATELY IF ANY CLEARANCES CAN NOT BE MET.

16. REFER TO A001 FOR INTERIOR PARTITION TYPES.

15. ANSI 117.1 AND 2010 ADA STANDARDS FOR ACCESSIBILE DESIGN

TO BE PROVIDED FOR TYPICAL ACCESSIBILITY CLEARANCES,

MOUNTING HEIGHTS, AND OTHER COMPLIANCE REQUIREMENTS.

17.

GENERAL CONSTRUCTION NOTES (CON'T):

Digitally signed by Richard C. Hatcher Jr.

14:40:03-04'00'

DEMOLITION FLOOR PLAN

TRUE

0 1' 2' 3' 4' 6' 8'

GRAPHIC SCALE

PLAN

NORTH NORTH

Digitally signed by Richard C. Hatcher Jr.

14:40:32-04'00'

DEMOLITION PLATFORM PLAN

0 1' 2' 3' 4' 6' 8'

GRAPHIC SCALE

PLAN

NORTH

TRUE

NORTH

DOWN

E108

ENGINE BAY 1

100'-0"

E202

PLATFORM

E201

PLATFORM

EXISTING 2x4 WOOD

GUARDRAIL TO BE

DEMOLISHED (TYP.)

'-0

(FIELD VERIFY)

(F

IE

LD

V

ER

IF

Y)

E106

ENGINE BAY 2

EXISTING 2x4 WOOD

GUARDRAIL TO BE

DEMOLISHED (TYP.)

OPEN TO BELOWOPEN TO BELOW

GENERAL NOTE:

SEE SHEET A003 FOR GENERAL AND

KEYED DEMOLITION NOTES.

CL

CENTER ON

BUILDING

SE

E

M

EC

H

CL

CENTER ON

BUILDING

SE

E

M

EC

H19 19

19 19 19

19 19 19

5 4 3 2 1

D

C

B

A

20 20

21 21

FIELD VERIFY

CL

EQUAL EQUAL

AS SCHEDULED

FIELD VERIFY

CL

EQUAL EQUAL

AS SCHEDULED

FIELD VERIFY

CL

EQUAL EQUAL

AS SCHEDULED NEW DOOR - (FIELD VERIFY ROUGH OPENING)

INSTALL IN EXISTING OPENING

16 16

Digitally signed by Richard C. Hatcher Jr.

14:40:59-04'00'

DEMOLITION ELEVATION - WEST (REF: TRUE NORTH)

DEMOLITION ELEVATION - EAST (REF: TRUE NORTH)

GRAPHIC SCALE

1' 2' 3' 4' 6' 8'

GRAPHIC SCALE

1' 2' 3' 4' 6' 8'

EXISTING GAS

LINE - SEE

MECH/PLUMB.

EXISTING WATER

RETAIN & PROTECT

EXISTING HYDRANT

TO BE RELOCATED -

SEE CIVIL DWG'S

EXIST. ELEC.

CONDUIT -

SEE ELEC.

REMOVE PORTION OF

EXISTING EXTERIOR

WALL FOR NEW DOOR &

FRAME INSTALLATION.

EXISTING METAL

RAKE & FASCIA

TRIM -TO REMAIN

EXIST. METAL

WALL PANELS TO

REMAIN -

PROTECT FROM

DAMAGE (TYP.)

EXISTING METAL

RAKE & FASCIA

TRIM TO REMAIN

(TYP.)

EXISTING COLUMN

LINE - FIELD VERIFY

(TYP.)

60'-0"

(FIELD VERIFY)

EXST. METAL

DOWNSPOUT - TO

REMAIN (TYP.)

'-0

(F

IE

LD

V

ER

IF

Y)

REMOVE PORTION OF EXISTING

EXTERIOR WALL FOR NEW EXHAUST

LOUVER - SEE MECH.

EXST. METAL

DOWNSPOUT - TO

REMAIN

EXISTING GAS

RISER, REFER

TO CIVIL DWG'S

REMOVE PORTION OF EXISTING

EXTERIOR WALL. REFER TO

OPENING SCHEDULE A107 AND

FLOOR PLAN A101.

REMOVE PORTION OF

EXISTING EXTERIOR WALL.

REFER TO OPENING

SCHEDULE A107 AND

FLOOR PLAN A101.

4'-0" SEE MECH

4'

-0

SEE MECH

4' -0

SE

E

M

EC

H

SE

E

M

EC

H

AS

S

C H

ED

U

LE

D

AS

S

C H

ED

U

LE

D

SEE A101 FLOOR PLANAS SCHEDSEE A101 FLOOR PLAN AS SCHED4'-0"

D C B A

EXIST. ALARM -

SEE ELEC./

TELECOMM.

REMOVE PORTION OF EXISTING

EXTERIOR WALL. REFER TO

OPENING SCHEDULE A107 AND

FLOOR PLAN A101.

EXISTING COLUMN

LINE - FIELD VERIFY

(TYP.)

EXISTING METAL

RAKE & FASCIA

TRIM -TO REMAIN

EXIST. METAL

WALL PANELS - TO

REMAIN

60'-0"

(FIELD VERIFY)

EXST. METAL

DOWNSPOUT - TO

REMAIN - PROTECT

FROM DAMAGE (TYP.)EXIST. METAL

WALL PANELS TO

REMAIN -

PROTECT FROM

DAMAGE (TYP.)

'-0

(F

IE

LD

V

ER

IF

Y)

REMOVE PORTION

OF EXISTING

EXTERIOR WALL

FOR NEW EXHAUST

LOUVER - SEE MECH

EXST. METAL

DOWNSPOUT - TO

REMAIN - PROTECT

FROM DAMAGE

(TYP.)

REMOVE PORTION OF EXISTING

EXTERIOR WALL. REFER TO

OPENING SCHEDULE A107 AND

FLOOR PLAN A101.

AS

S

C H

ED

U

LE

D

AS

S

C H

ED

U

LE

D

SE

E

M

EC

H

'-0

CL

SEE A101 FLOOR PLAN

SEE MECH

AS SCHED SEE A101 FLOOR PLANAS SCHED

A B C D Digitally signed by Richard C. Hatcher Jr.

14:41:33-04'00'

DEMOLITION ELEVATION - SOUTH (REF: TRUE NORTH)

DEMOLITION ELEVATION - NORTH (REF: TRUE NORTH)

GRAPHIC SCALE

1' 2' 3' 4' 6' 8'

GRAPHIC SCALE

1' 2' 3' 4' 6' 8'

EXISTING METAL

DOWNSPOUTS TO

REMAIN - PROTECT

FROM DAMAGE (TYP.)

EXISTING METAL

GUTTER AND FASCIA

TRIM TO REMAIN (TYP.)

EXISTING

COLUMN LINE -

FIELD VERIFY

(TYP.)

EXISTING

CONDUIT TO BE

REMOVED - SEE

ELEC.

REMOVE EXIST.

SECURITY KEY

PAD - RETURN TO

OWNER. SEE

ELEC/ TELLCOMM.

REMOVE EXIST.

WINDOW &

FRAME (TYP.)

REMOVE EXISTING LIGHT

FIXTURE. RETURN TO

OWNER - SEE ELEC.

EXISTING WALL PANELS

TO REMAIN - PROTECT

FROM DAMAGE (TYP.)

EXISTING DOOR &

FRAME TO BE

REMOVED (TYP.)

EXISTING OVERHEAD DOOR,

TRACK, AND HARDWARE TO

BE REMOVED.

EXISTING OVERHEAD DOOR TO BE

REMOVED - SEE STRUCT. FOR FRAME

DEMO INFO. REMOVE EXST. METAL

WALL PANELS AND SUB-STRUCTURE AS

REQ'D FOR NEW OVERHEAD DOOR AS

SCHEDULED.

EXISTING CLEAN-OUT TO

REMAIN - SEE PLUMB.

EXISTING METAL ROOF

PANELS TO REMAIN -

PROTECT FROM DAMAGE

(TYP.)

EXISTING WALL PANELS

TO REMAIN - PROTECT

FROM DAMAGE (TYP.)

EXISTING METAL ROOF

PANELS TO REMAIN (TYP.)

EXISTING METAL

DOWNSPOUTS TO

REMAIN -

PROTECT FROM

DAMAGE (TYP.)

EXISTING METAL

GUTTER AND

FASCIA TRIM TO

REMAIN (TYP.)

EXISTING

COLUMN LINE -

FIELD VERIFY

(TYP.)

EXISTING WALL PANELS

TO REMAIN (TYP.)

100'-0"

(FIELD VERIFY)

100'-0"

(FIELD VERIFY)

REMOVE EXST. METAL

WALL PANELS AND

SUB-STRUCTURE AS

REQ'D FOR NEW

OVERHEAD DOOR AS

SCHEDULED.

EXIST. HVAC WINDOW

UNIT TO BE REMOVED -

SEE MECH.

EXISTING CONCRETE

PAVING TO BE

REMOVED - SEE CIVIL

'-0

(F

IE

LD

V

ER

IF

Y)

'-0

(F

IE

LD

V

ER

IF

Y)

EXISTING CONCRETE

PAVING TO BE REMOVED -

SEE CIVIL

PROVIDE OPENING

FOR NEW MECH

LOUVER - SEE MECH

FOR SIZE (TYP.)

PROVIDE OPENING

FOR NEW MECH

LOUVER (TYP.)

RELOCATE

EXISTING

TELE-COMM

PROVIDE OPENING FOR

NEW DRYER EXHAUST

PROVIDE OPENING FOR

NEW DRYER EXHAUST

8' -6

'-0

PROVIDE OPENING

FOR NEW MECH

LOUVER - SEE MECH

FOR SIZE (TYP.)

2'-0" 2'-0" 2'-0"

3'-0" 8'-0" 3'-0" 3'-11" 9'-6"

2'-0" 2'-0" 2'-0"

'-0

"FIELD VERIFY

CL

EQUAL EQUAL

AS SCHEDULED

FIELD VERIFY

CL

EQUAL EQUAL

AS SCHEDULED

FIELD VERIFY

CL

EQUAL EQUAL

AS SCHEDULED

PROVIDE OPENING

FOR NEW MECH

LOUVER (TYP.)

AS

S

C H

ED

U

LE

D

(T

YP

CL

CL

1 2 3 4 5

5 4 3 2 1

PROVIDE OPENING

FOR NEW MECH

LOUVER (TYP.)

EXISTING SECURITY

CAMERA TO BE

RE-INSTALLED AT NEW

LOCATION - SEE ELEC/

TELECOMM

Digitally signed by Richard C. Hatcher Jr.

14:42:06-04'00'

NEW CONSTRUCTION FLOOR PLAN

TRUE

0 1' 2' 3' 4' 6' 8'

GRAPHIC SCALE

NORTH

PLAN

NORTH

A101

ENGINE BAY 1

A102

ENGINE BAY 2

A103

ENGINE BAY 3

A104

ENGINE BAY 4

FE

FE

FE

FE

5'-0"

'-4

'-2

8'

-8

SL

O

PE

-S

EE

C

IV

IL

SLOPE -SEE

CIVIL

SLOPE -SEE

CIVIL

SLOPE -SEE

CIVIL

FE

CJ (TYP.)

C J

(T

YP

CJ (TYP.)

EXST. CO

NEW CONCRETE

SLAB - SEE CIVIL

NEW BOLLARD

(X16)

NEW STRUCTURAL

COLUMN - SEE

STRUCT.

EXST. FIRE

TRUCK (NIC)

TYP.

100'-0"

'-0

A111

CACHE STORAGE 1

A105

CACHE STORAGE 2

(FIELD VERIFY)

(F

IE

LD

V

ER

IF

Y)

C J

(T

YP

NEW CONCRETE

SLAB - SEE CIVIL

EXISTING

EXTERIOR

WALL

A106

WOMEN

A107

MEN

A110

MECH/ELEC

A108

JAN

EXISTING

EXTERIOR

WALL

EXISTING

EXTERIOR

WALL

MECH.

SYSTEM

ABOVE (TYP.) -

SEE MECH

MECH. SYSTEM ABOVE

(TYP.) - SEE MECH

ELEC.

WIRE MESH

PARTITION &

GATE AS PER

MANUF.

WIRE MESH

PARTITION &

GATE

'-2

8'

-8

6'-10" 17'-8" 27'-4"

22'-0"

'-4

AS

S

C H

ED

AS

S

C H

ED

AS

S C

H

ED

AS

S

C H

ED

FIELD VERIFY

CL

EQUAL EQUAL

AS SCHEDULED

FIELD VERIFY

CL

EQUAL EQUAL

AS SCHEDULED

FIELD VERIFY

CL

EQUAL EQUAL

AS SCHEDULED NEW DOOR - (FIELD VERIFY ROUGH OPENING)

INSTALL IN EXISTING OPENING

FE

5 4 3 2 1

D

C

B

A

A109

COMM

Digitally signed by Richard C.

Hatcher Jr.

Date: 2021.05.07 14:42:44-04'00'

A106

WOMENA107

MEN

A109

MECH/ELEC

A108

JAN

ENLARGED FLOOR PLAN

0 3'1' 2' 4'

GRAPHIC SCALE

INTERIOR ELEVATION/ WALL SECTION

0 3'1' 2'

GRAPHIC SCALE

INTERIOR ELEVATION/ WALL SECTION

0 3'1' 2'

GRAPHIC SCALE

OPP.

OPP.

MILLWORK SECTION

ENLARGED ELEVATION

0 3'1' 2'

GRAPHIC SCALE

OPP.

0 3'1' 2'

GRAPHIC SCALE

WAINSCOT DETAIL

SECTION DETAIL

0 1'6"

GRAPHIC SCALE

0 1" 2" 3" 4" 5" 6" 7" 8" 9"

GRAPHIC SCALE

NOTE: EXTEND CERAMIC TILE BEHIND FIXTURES, TOILET

ACCESSORIES,MIRROR, AND DRINKING FOUNTAINS FULL

EXTENTS. NOTE: EXTEND CERAMIC TILE BEHIND FIXTURES, TOILET ACCESSORIES, MIRROR,

AND DRINKING FOUNTAINS FULL EXTENTS. EXTEND CERAMIC TILE BEHIND BASE

CABINET, SIDE & BACKSPLASH FULL EXTENTS.

NOTE: EXTEND CERAMIC TILE BEHIND FIXTURES, TOILET

ACCESSORIES,MIRROR, AND DRINKING FOUNTAINS FULL

EXTENTS.

PLAN

NORTH

TRUE

NORTH

WIRE MESH

PARTITION & GATE

AS PER MANUF.

WIRE MESH

PARTITION

EXSTING COLUMN

(TYP.)

27'-4"

'-4

6'-0"1'-2"6'-0"

FE

3'-10"

NEW HOSE BIBB

FD

FD

FD

3' -2

8' -4

3'

-0

PROVIDE ADA

CLEARANCES

(TYP.)

EDF EDF

SOAP

DISPENSER

ELEC.

PANEL

SHELF

ABOVE

@ 5'-8"

AFF

EXISTING

EXTERIOR

WALL

DRYER (NIC)

WASHER (NIC)

DRYER (NIC)

WASHER (NIC)

ICEMAKER

HOOKUP - SEE

PLUMB

DRYER VENT DRYER VENT

4' -0

WHFRP

WAINSCOT

PLYWD -

FULL HT.

PAPER

TOWEL

DISPENSER

2PLYWD -

FULL HT.

FRP

WAINSCOT

3' -0

/8

PLYWD 2

WAINSCOT

CT

WAINSCOT

PLYWD 2

WAINSCOT

13'-2"

4 3

3'-10"

CT

WAINSCOT

CT

WAINSCOT

1' -1

5'-0"

10'-0" AFF

FIN. FLR.

1 1/2" DIA. GRAB

BAR (TYP.)

PAINTED 3/4"

PLYWOOD

SHEATHING

5/8" GYP BD -

EXTEND TO

PLYWOOD DECK

CONT BATT

INSULATION

BASE AS SCHED

TREATED WD

BOTTOM PLATE

(TYP.)

2x4 WD STUDS @ 16" O.C.

CONT PAINTED 1x4

HDWD TRIM - MITER

AT ALL CORNERS &

JOINTS (TYP.)

2x10 WD JOISTS @ 12" O.C.

DBL 2x4 WD TOP

PLATE

2 LAYERS TREATED 3/4"

PLYWD - GLUED &

SCREWED - STAGGER

PERPENDICULAR ALL

SEAMS

2x4 WD BLOCKING ALL

AROUND PERIMETER

CONT BATT

INSULATION

LIA CLG TILE

SYSTEM

5/8" GYP BD AS

SCHED - EXTEND

TO BOT JOISTS

EXHAUST DUCT -

SEE MECH

STAINLESS STEEL

SCHLUTER TRIM

AT CERAMIC TILE

PERIMETER (TYP.)

FINISH AS SCHED

TOILET TISSUE

DISPENSER

" M

IN

" M

AX

.33

" M

IN

" M

AX

TO

P O

F

BA

R

12"…