addendum no. 1 - nhcgov.com

Addendum No. 1

NEW HANOVER COUNTY FIRE RESCUE – OGDEN STATION

Wilmington, North Carolina

Project No. 2016153.00

May 9, 2017

The following items supplement, change, delete or add to the Construction Documents as though repeated

in full therein. All general conditions, special conditions, etc., as originally specified shall apply to these

items.

Item No. 1 DRAWINGS

a. The following sheets have been revised or added to the set and are attached to this

addendum in PDF format:

i. G001

ii. G003

iii. A101A

iv. A106A

v. A301A

vi. A401

Item No. 2 ADDITIONAL INFORMATION

a. Regarding products or manufacturers listed in specification sections as “subject to

compliance with requirements, available products that may be incorporated into

the Work include, but are not limited to”, bidders are not required to seek approval

through the Substitution Request process per Section 012500, but rather may prove

comparability during shop drawing/submittals.

b. From 01600 Product Requirements, 2.1.B.5 – 5. “Where Specifications name a

product, or refer to a product indicated on Drawings, and include a list of

manufacturers, provide the specified or indicated product or a comparable

product by one of the other named manufacturers.” If a manufacturer wishes to

be considered for the project but is not listed in the comparable products list for the

appropriate specification section, then a substitution request per section 012500 is

required to be submitted to the Architect for review and approval.

End of Addendum No. 1

A101

1SIM

1t

1i

Name

101

1

A101

SIM

101

1

A101

SIM

0STRUCTURAL GRID LINES

SECTION ELEVATION

DETAILS IN PLAN, SECTION

WALL TYPE, SEE A501

ROOM NAME AND NUMBER

WINDOW TAG

DOOR TAG

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

NEW WALL

BRICK

CAST STONE

CONCRETE

CONCRETE MASONRY UNITS

SHINGLES

EARTH

PARTICLE BOARD

RIGID INSULATION

STEEL-LARGE SCALE

GLASS-LARGE SCALE

BATT INSULATION

STUD PARTITION

WOOD-FINISH

ACOUSTIC C.M.U. SMALL SCALE

ACOUSTIC C.M.U. LARGE SCALE

GLAZED C.M.U.

WOOD BLOCKING

SOLID CONCRETE MASONRY UNITS

ALL METALS-SMALL SCALE

51922

W I

L M I

NG T

O

N,N

C

BE

CK

ER

MORGAN GROUP,

INC

.

Re

gis

tere

d

Ar ch i t ecura l

Co

rpo

r at

ion

N o

r t h C a r o l i n a

PT., PTD. PAINTEDP.R.V. POWER ROOF VENTILATORR.D. ROOF DRAINREC. RECESSEDRECPT. RECEPTIONISTREF. REFRIGERATORREQD. REQUIREDR.L. RAIN LEADERRM. ROOMR.O. ROUGH OPENINGRUB. RUBBER (WALL BASE)S.D. SOAP DISPENSERSECT. SECTIONS.G.F.T. STRUCT. GLAZED

FACING TILES.H. SHOWER HEADSHT. SHEETSIM. SIMILARS.M. SURFACE MOUNTEDS.P. STAND PIPES.S. SERVICE SINKS/S STAINLESS STEELSTL. STEELSTOR. STORAGESTRUCT. STRUCTURALSUSP. SUSPENDEDSYN.FL. SYNTHETIC FLOORTB, T.B. TACKBOARDTEL. TELEPHONET.& G. TONGUE AND GROOVETHRESH. THRESHOLDT.O.B. TOP OF BEARINGT.O.M. TOP OF MASONRY PARAPETT.P. TOILET PAPER HOLDERT.S. TACK STRIP,

TEACHING STATIONT.W. TEACHING WALLTYP. TYPICALU.L. UNDERWRITERS

LABORATORIESU.O.N. UNLESS OTHERWISE NOTEDU.S.G. U.S. GYPSUM COMPANYV.A.T. VINYL ASBESTOS TILEV.C.T. VINYL COMPOSITION TILEVERT. VERTICALVEST., V. VESTIBULEV.R.G. VINYL REDUCER STRIPV.T.R. VENT THROUGH ROOFW. WOMENW/ WITHWAIN. WAINSCOTWARD. WARDROBEW.C. WATER CLOSETWD. WOODWDR. WARDROBEWL. WALLW.M. WALL-MOUNTEDW.W.W. WELDED WIRE MESH

ACT ACOUSTIC CEILINGTILE

AC. ACOUSTICAL., ALUM. ALUMINUMA.P. ACCESS PANELA.R.GWB ABUSE RESISSTANT

GWBA.F.F. ABOVE FINISHED

FLOORBD. BOARDBLDG. BUILDINGB.M. BENCH MARKBRG. BEARINGCAB. CABINETCB, C.B. CHALKBOARDC.T. CERAMIC TILEC.H. CEILING HEIGHTCJ, C.J. CONTROL JOINTC.L. CENTER LINECLG. CEILINGCLO., C. CLOSETCLR. CLEARC.M.U., CMU CONCRETE

MASONRY UNITCOL. COLUMNCONC. CONCRETECONST. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCPT. CARPETC.R. COLD ROLLEDD.A. DISTURBED AREADET. DETAILD.F. DRINKING FOUNTAINDBL DOUBLEDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDR. DOORDW DRYWALLDS DOWNSPOUTDWG. DRAWINGEA. EACHE.J., EJ EXPANSION JOINTELEC. ELECTRIC(-AL)EP EPOXY PAINTEQ. EQUALEQUIP, EQPT EQUIPMENTE.W.C. ELECTRIC WATER

COOLEREXG. EXISTINGEXP. EXPANSIONEXT. EXTERIORF.C. FIRE CODEF.C.U. FAN COIL UNITF.D. FLOOR DRAINFON. FOUNDATIONF.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHERCABINET

FIN.F.,F.F. FINISHED FLOORF.OF S. FACE OF STUDFRP FIREGLASS

REINFORCED PLASTICF.R.T. FIRE RETARDANT

TREATEDFTG. FOOTINGFURR. FURRINGF.V. FIELD VERIFYFVC FIRE VALVE CABINETGA. GAUGEG.B. GRAB BARG.W.B, GWB GYPSUM WALL BOARDGYP.BD. GYPSUM BOARDH., HT. HEIGHTH.C. HANDICAPPEDHDW. HARDWAREH.M. HOLLOW METALHR. HOURH.P. HIGH POINTI.D. INSIDE DIAMETERINSUL. INSULATIONJ., JAN. JANITORJST. JOISTJT. JOINTLAM. LAMINATELAV. LOW POINTL.P. LAVATORY SINKM. MENMACH. MACHINEMAINT. MAINTENANCEMAS. MASONRYMAT. MATERIALSMAX. MAXIMUMMB, M.B. MARKER BOARDM.C. MEDICINE CABINETMECH. MECHANICALMET., MTL. METALMFR. MANUFACTURERMIN. MINMUMM.O. MASONRY OPENINGM.S., METAL SHELVINGMTD MOUNTEDN.C., NONCOM.NON COMBUSTIBLEN.I.C. NOT IN CONTRACTNO., # NUMBERN.T.S. NOT TO SCALEO.C. ON CENTERO.D. OUTSIDE DIAMETEROFF. OFFICEO.H. OPPOSITE HANDOPNG. OPENINGPART. PARTITIONPL. PLATEPLAM,, P-LAM PLASTIC LAMINATEPLY., PWD PLYWOODPNL. PANELPS., P.S. PROJECTOR SCREEN

SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

Delaware309 S Governors Ave

Dover, DE 19904

302.734.7950

Maryland312 West Main St, Suite 300

Salisbury, MD 21801

410.546.9100

North Carolina3205 Randall Parkway, Suite 211

Wilmington, NC 28403

910.341.7600

www.beckermorgan.com

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2017

ABBREVIATIONS DRAWING LIST

GENERAL NOTES

DRAWING KEYS

SYMBOLS OF MATERIALS

NEW CONSTRUCTION OF

Rittenhouse Station

250 South Main Street, Suite 109

Newarrk, DE 19711

302.369.3700

DESIGN TEAM

BECKER MORGAN GROUPCATLIN ENGINEERS & SCIENTISTSHOWARD T. CAPPS & ASSOCIATES, INC.ANDREW CONSULTING ENGINEERS, P.C.CBHF ENGINEERS, PLLC.BIG SKY DESIGN, INC.AIKEN COST CONSULTANTS, INC.

ARCHITECTCIVIL ENGINEER

LANDSCAPE ARCHITECTSTRUCTURAL ENGINEER

PME ENGINEERINTERIOR DESIGNERCOST CONSULTANT

1. DIMENSIONS ARE FROM FACE OF MASONRY OR METAL STUD UNLESS OTHERWISE NOTED.

2. CHASE WALLS SHALL MATCH ADJACENT CONSTRUCTION UNLESS OTHERWISE SHOWN BY WALL TYPE, TYP.

3. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY VARIATIONS, DISCREPANCIES OR FIELD ALTERATIONS TO THESE DESIGNS PRIOR TO CONSTRUCTION. DISCREPANCIES OR OTHER SUCH CONDITIONS NOT REPORTED PRIOR TO CONSTRUCTION MAY NOT BE USED AS GROUNDS FOR ADDITIONAL EXPENSE CLAIMS BY CONTRACTOR NECESSARY TO ADEQUATELY COMPLETE THE WORK.

4. ANY ITEMS NOT SPECIFICALLY SHOWN ON THE DRAWINGS, BUT REASONABLY INCIDENTAL TO AND NECESSARY FOR THE SATISFACTORY COMPLETION OF THE PROJECT IN ACCORDANCE WITH INDUSTRY STANDARDS, ARE INCLUDED WITHIN THE INTENT OF THESE DESIGN DRAWINGS.

5. CODES: ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, REGULATIONS AND ANY ADDITIONAL REQUIREMENT SO STATED IN ANY LAW, ORDINANCE OR REGULATION PERTAINING TO CONSTRUCTION WITHIN THE SAID LIMITS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROPOSED WORK, ZONING, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL ENERGY CONSERVATION AND FIRE. CONFORMITY TO ALL CODES APPLICABLE TO THIS PROJECT SHALL BE THE CONTRACTORS RESPONSIBILITY.

6. PROPOER ASSEMBLY, INSTALLATION, AND OPERATION OF ALL MATERIALS, COMPONENTS, SYSTEMS AND FINISHES ARE THE CONTRACTOR'S RESPONSIBLITY AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

7. COMPONENTS FOR CONSTRUCTION SAFETY ARE NOT INDICATED IN THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL RULES AND REGULATIONS OF THE COCUPATIONAL SAFETY AND HEALTH ACT DURING ALL CONSTRUCTION.

8. ALL PLUMBING FIXTURES, LAVATORY ACCESSORIES, MOUNTING HEIGHTS AND NECESSARY FLOOR CLEARANCES SHALL COMPLY WITH ANSI A117.1 AND THE REQUIREMENTS SET FORTH BY THE AMERICANS WITH DISABILITIES ACT.

EALP

RA CNN

IH T UNI

C TGER

1" = 1'-0"

5/9

/20

17

12

:58:1

9 P

MC

:\U

sers

\esin

gle

ton

\Do

cu

men

ts\2

01615300_M

od

el_

2017_R

EV

ISE

D_esin

gle

ton

.rvt

G001

COVER SHEET

LMLEJS

APRIL 7, 2017

2016153.00

CONSTRUCTION DOCUMENTSAPRIL 7, 2017

NHC FIRE RESCUEOGDEN STATION

7375 MARKET STREETWILMINGTON, NC


NHC FIRERESCUEOGDENSTATION

SHEET No. SHEET TITLE

A403 ENLARGED STAIR PLAN / DETAILS

A501 DETAILS

A502 DETAILS

A503 ROOF DETAILS

A504 ROOF / DRAIN DETAILS

A601 DOOR/FRAME TYPES, STOREFRONTTYPES, WINDOW TYPES AND DOORSCHEDULE

A602 DOOR DETAILS

A603 DOOR DETAILS

A604 STOREFRONT DETAILS

A605 STOREFRONT DETAILS

A606 FINISH SCHEDULE AND LEGEND

PLUMBING

P001 SCHEDULES, ABBREVIATIONS ANDLEGEND

P002 DETAILS

P003 WASTE - VENT RISER DIAGRAM

P101 FIRST FLOOR WASTE - VENT PLAN

P102 PLUMBING - ROOF PLAN

P201 FIRST FLOOR DOMESTIC WATER PLAN

P301 FIRST FLOOR COMPRESSED AIR ANDGAS PIPING PLAN

MECHANICAL

M001 SCHEDULES, SUMMARY, LEGEND ANDABBREVIATIONS

M002 SCHEDULES

M003 DETAILS

M004 UL DETAILS

M005 VRF SCHEMATIC

M101 HVAC FLOOR PLAN

M102 PIPING AND CONTROLS FLOOR PLAN

M103 HVAC FLOOR PLANS

ELECTRICAL

E001 ELECTRICAL LEGEND,ABBREVIATIONS, DETAIL, AND LOADSUMMARY

E002 ELECTRICAL PANEL SCHEDULES

E003 ELECTRICAL RISER DIAGRAM

E004 ELECTRICAL DETAILS

E005 ELECTRICAL LIGHT FIXTURESCHEDULE AND DETAILS



E008 ELECTRICAL FOLDING DOOR RISER

E100 ELECTRICAL SITE PLAN

E101 ELECTRICAL POWER PLANS

E101A ELECTRICAL POWER PLANSALTERNATE

E102 ELECTRICAL MECHANICAL POWERPLANS

E103 ELECTRICAL LIGHTING PROTECTIONPLAN

E201 ELECTRICAL LIGHTING PLANS

E301 ELECTRICAL SYSTEMS PLANS

FIRE PROTECTION

F001 FIRE ALARM LEGEND, NOTES,DETAILS, AND RISER DIAGRAM

F101 FIRE ALARM PLANS

FP001 FIRE SPRINKLER NOTES AND DETAIL

FP101 FIRE SPRINKLER PERFORMANCE PLAN

SHEET No. SHEET TITLE

GENERAL

G001 COVER SHEET

G002 BUILDING CODE SUMMARY

G003 LIFE SAFETY PLAN

G004 WALL TYPES AND DETAILS

G005 UL DETAILS

CIVIL

CD-101 DEMOLITION PLAN

CG-101 GRADING, DRAINAGE AND EROSIONCONTROL

CS-101 SITE PLAN

CS-102 PAVEMENT PLAN AND DETAILS

CU-101 SITE UTILITY PLAN

SP-101 EXISTING TOPOGRAPHIC SURVEY

C-501 DETAILS

C-502 UTILITY DETAILS



LANDSCAPE

L1 LANDSCAPE PLAN

STRUCTURAL

S-001 QUALITY ASSURANCE & SPECIALINSPECTION PLAN

S-002 STRUCTURAL NOTES & DESIGNCRITERIA

S-101 FOUNDATION & FIRST FLOOR PLAN

S-102 FIRST FLOOR WALL PLAN

S-103 MEZZANINE FLOOR FRAMING PLAN

S-104 ROOF FRAMING

S-201 STRUCTURAL ELEVATIONS

S-202 STRUCTURAL ELEVATIONS

S-301 STRUCTURAL BUILDING SECTIONS



S-304 STRUCTURAL WALL SECTIONS



S-401 ENTRANCE & PATIO CANOPY FRAMINGPLANS

S-501 STRUCTURAL DETAILS





S-601 STRUCTURAL SCHEDULES &DIAGRAMS



S-701 STRUCTURAL TYPICAL DETAILS





S-706 STRUCTURAL TYPICAL DETAILS -JOIST

S-801 STRUCTURAL PLANS - ALTERNATE

S-802 STRUCTURAL PLANS - ALTERNATE

ARCHITECTURAL

A101 FIRST FLOOR PLAN

A101A FIRST FLOOR PLAN ALTERNATE

A102 MEZZANINE FLOOR PLAN / LOWERROOF PLAN

A103 WALL TYPE PLAN

A104 FIRST FLOOR REFLECTED CEILINGPLAN

A105 MEZZANINE REFLECTED CEILING PLAN

A106 UPPER ROOF PLAN

A106A UPPER ROOF PLAN ALTERNATE

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A301A BUIDING SECTION ALTERNATE

A302 WALL SECTIONS

A303 WALL SECTIONS

A401 ENLARGED PLANS AND SECTIONS

A402 ENLARGED TOILET PLANS ANDELEVATIONS

Mark Date Description

3 5.9.17 REMOVED S-307&S-308

3

UP

DN

32"160

32"160

32"160

32"160

32"160

32"160

32"160

80'-0" EXIT ACCESS TRAVEL DISTANCE

250' MAX.PERMITTED

*

* *

*

*

*

*

*

*

FE

FE

FITNESS902 SF / 50 = 19 OCCUPANTS

RESIDENTIAL:2,220 SF / 200 = 12 OCCUPANTS

LOUNGE/KITCHEN1,191 SF / 100 = 12 OCCUPANTS

BUSINESS:1,879 SF / 100 = 19 OCCUPANTS

PARKING GARAGE:4,789 SF / 200 = 24 OCCUPANTS

68"340

ACCESSORY STORAGE & MECHANICAL:86 SF / 300 = 1 OCCUPANT

ACCESSORY STORAGE &

MECHANICAL:878 SF / 200 =

5 OCCUPANTS

1

19

6 6

6 23

55

19

FE FE

138' EXIT ACCESS TRAVEL DISTANCE

400' MAX. PERMITTED

BUSINESS:541 SF / 15 =

37 OCCUPANTS

6 O

CC

UP

AN

TS

6 O

CC

UP

AN

TS

8 O

CC

UP

AN

TS

ACCESSORY STORAGE & MECHANICAL:39 SF / 300 = 1 OCCUPANT

32"160

1

NUMBER INCLUDES MEZZANINE OCCUPANTS

8 O

CC

UP

AN

TS

A501

7

A402

14

A402

7

56

1

PATH OF EGRESS

CODE LEGEND

NOTES

1. PROVIDE NEW FIRE EXTINGUISHERS IN CABINETS (FEC) AND FIRE EXTINGUISHERS ON BRACKETS (FE) AS SHOWN ON FLOOR PLANS. PROVIDE NEW FIRE EXTINGUISHERS IN KITCHEN (TYPE K), MECHANICAL, ELECTRICAL (TYPE B-C), FIRE PUMP, AND ELEVATOR MACHINE ROOMS, AND AS INDICATED.2. FIRE EXTINGUISHER SHALL BE MINIMUM 3A-40BC RATING.3. MARK ALL RATED PARTITIONS AND WALLS IN ACCORDANCE WITH IBC (2012) 703.7, AND AS DETAILED.

EXIT OR EXIT ACCESS LOCATION

0"000000

CLEAR EXIT WIDTH

OCCUPANT LOAD CAPACITY

OCCUPANT LOAD

2A FIRE EXTINGUISHER LOCATION

FE

E X I T E X I T

CL

9" MIN.

6"

9"

2"

5'-0"

MA

X.

1'-6"

18"x18" CLEAR SPACE CENTERED ON BRAILLE

NOTES:1. SIGNAGE TO COMPLY WITH ICC A117.1-2009 SECTION 703.3.11,

703.3.12.2. BRAILLE TO COMPLY WITH ICC A1171.1-2009 SECTION 703.4.3. EXIT SIGNAGE LOCATIONS SHOWN ON PLAN AS ( * )4. FINAL LOCATION OF SIGNS TO BE CONFIRMED BY THE AUTHORITY HAVING JURISDICTION.

ACCESSORY STORAGE:1,136 SF / 200 =6 OCCUPANTS

87' TRAVEL DISTANCE100' MAX ALLOWABLE TRAVEL DISTANCE

A.TYPICAL ROOM SIGN B.TYPICAL SIGN MOUNTING

C.TYPICAL TOILET ROOM SIGN D.ROOM NUMBER SIGN

MIN. 1 1/4" HEIGHT TACTILE TEXT.

RAISED 1/32" FULL CAPSGRADE 2 BRAILLE

MIN. 5/8" CAP HEIGHTTACTILE TEXT

GRADE 2 BRAILLE

3/4" RADIUS - TYPICAL

HINGE SIDE OF DOOR

RAISED 1/32" FULL CAPSSTRIKE SIDE OF DOOR

3/4" RADIUS, TYP.

WHITE PICTOGRAM ON 1/8" THICK BACKGROUND,FIELD MIN. 6" HIGH, AS SHOWN

MIN. 5/8" CAP. HEIGHT TACTILETEXT, RAISED 1/32", WHITE - FULL CAPS

GRADE 2 BRAILLE

MIN. 1 1/4" HEIGHT TACTILE TEXTRAISED 1/32" FULL CAPS

(USED ONLY AS NOTEDAND DIRECTED DURING SHOP DRAWING REVIEW )

NOTE: WHERE SIGNS ARE MOUNTED ON GLASS, PROVIDE

A "BLANK" OF SAME SIZE AND FINISH AS SIGN ON OPPOSITE SIDE OF GLASS. ALIGN "BLANK" WITH SIGN

TO CONCEAL ALL MOUNTING ADHESIVES AND BACK OF SIGN FROM VIEW.

TRAINING

108

TOILET

8"

INC

RE

AS

E A

S R

EQ

'D F

OR

RO

OM

TE

XT

6"

INC

RE

AS

E A

S R

EQ

'D F

OR

RO

OM

TE

XT

6" MIN.

3"

MIN

.

6" MIN.

ROOM SIGN

MIN

. 6

" P

ICT

OG

RA

M F

IEL

D

6" MIN.

108

4' -

0"

MIN

5' 0

" M

AX

8" MIN.

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

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

51922

W I

L M I

NG T

O

N,N

C

BE

CK

ER

MORGAN GROUP,

INC

.

Re

gis

tere

d

Ar ch i t ecura l

Co

rpo

r at

ion

N o


SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2017

Rittenhouse Station


Newarrk, DE 19711

302.369.3700

EALP

RA CNN

IH T UNI

C TGER

As indicated

5/9

/20

17 2

:33

:56

PM

C:\

Users

\esin

gle

ton

\Do

cu

men

ts\2

01615300_M

od

el_

2017_R

EV

ISE

D_esin

gle

ton

.rvt

G003

LIFE SAFETY PLAN

LMLEJS

APRIL 7, 2017

2016153.00



SCALE: 1/8" = 1'-0"1 LIFE SAFETY PLAN

SCALE: 1/8" = 1'-0"2 MEZZANINE LIFE SAFETY PLAN


1 5.9.17 ALTERED DISTANCE

RE

F.

RE

F.

RE

F.

UP

1

A201

3

A201

4

A201

2

A201

VESTIBULE

101

TRAINING

102

STOR.

103

STOR.

104

CORR.

106

TLT

105

STOR.

107

KITCHEN

108

LOUNGE

109

STOR.

130

SERVER

131

OFFICE

132

OFFICE

133

OFFICE

134

OFFICE

135

WATCH

ROOM

136

APPARATUS

BAY

137

ELECTRICAL

138

INDUSTRIAL

AIR

139

TLT

141

DECON

142

WORK

143

RISER

144

COMMON

SPACE

114

STORAGE

110C

STORAGE

110B

STORAGE

110A

BUNK

115

BUNK

116

722 SF

CORRIDOR

117

BUNK

118

BUNK

119

LAUNDRY

120

TLT

121

TLT

122

FITNESS

123

TLT

124

TLT

125

BUNK

126

BUNK

127

BUNK

129

BUNK

128

PPE

140

ICE

MAKER

TOILET

111

1

A301

46

' - 0

"

29' - 6"

6' - 6 1/2"

30' - 11 1/2"

A403

1

A403

2

A401

1

A402

2

104

102B

102A

101B

101A

108A

108B109

110A

110B

130

131 132

133

134135

116118

115119

127 128

129126

125

124

123A

122

121

120

123B

137C

137D

137E

137F

139

140

141A

142

143

144

138

141B

8' - 4

"

10' - 4 3/4" 16' - 8"

19'-0" 9'-8" 14'-0" 12'-4"

7' - 0

"7

' - 4

"

14

' - 4

"

1

A302

A403

1

Sim

4

3

A302

3

A301

D W

2

L

K

W

W-A

W-A

W-A

W-A

W-A

W-B

W-RW-C

W-D

ELEVATED WINDOWS;

SEE SHEET A104

ELEVATED WINDOW;

SEE SHEET A104

W-H

W-I

4

A301

117B

17

' - 8

"1

7' - 8

"5

' - 4

"

24

' - 9

"

4' - 1

"

EYE WASH STATION

MOUNTED AT SINK

LOCATION

137B

137A

106

STOR.

113

JAN.

112

GRILL

AREA

110C

W-B

6' - 0"

20' - 6" 9' - 1"

12'-9" 13'-2 1/2" 4'-6" 13'-3" 22'-5 1/2"

5' - 11" 5' - 3 5/8"

147' - 0"

3

117A

113

112

111

14

' - 6

"

6' - 0

"

17' - 6"

23

' - 0

1

/2

"1

0' - 8

1

/4

"1

2' - 4

1

/2

"

137G

137H

137J

G

9

1

A303

6' - 3 1/2" 6' - 0" 5' - 10" 10' - 7 1/2" 1' - 6 3/8" 16' - 3" 11" 5' - 11" 5' - 3 5/8"

11

' - 3

3

/4

"8

' - 8

"

6' - 3 5/8" 6' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4"

11

' - 1

0"

9' - 4"

10

'-4

"6

'-0

"9

'-9

"9

'-9

"

6'-9

"

5'-0

"

7"

ALIGN

A403

3

A502

2

A502

4

A502

2

Sim

A502

2

Sim

6

C

5

A502

114

103

105

107

2

A301

A502

2

Sim

5

17' - 6" 16' - 0"

A

5

A301

W-A W-A

90' - 0"

6'-0

3

/4

"6

9'-7

5

/8

"

9'-3

"1

4'-0

"2

'-8

"1

4'-0

"3

'-9

"

15

' - 2

"

10

"

45' - 3 5/8"

W-D

18

' - 6

"1

4' - 0

"2

' - 8

"1

4' - 0

"2

' - 8

"1

4' - 0

"

3' - 9

5

/8

"

69

' - 7

5

/8

"

W-P

60

' - 6

3

/4

"

W-K

W-L

W-J

W-M

W-Q

B

D

E

F

H

J

1 7 8 10

2'-8

"1

4'-0

"

CONSTRUCTION NOTES:

1. GENERAL CONDITIONS OF THE

CONTRACT FOR CONSTRUCTION

(STANDARD AIA DOCUMENT A201, 2007

EDITION) APPLIES TO ALL WORK UNDER

THIS CONSTRUCTION CONTRACT.

2. THE CONTRACTOR SHALL REVIEW AND

COORDINATE THE SCHEDULING OF ALL

CONSTRUCTION WITH THE BUILDING

OWNER, SUBMIT DETAILED

CONSTRUCTION SCHEDULE PRIOR TO

DOING WORK INCLUDING PHASED

CONSTRUCTION AND AFTER HOURS

WORK.

3. REVIEW WALL EXIT SIGNS AND FIRE

EXTINGUISHER LOCATIONS WITH LOCAL

CODE OFFICIALS PRIOR TO END OF

PRIMARY CONSTRUCTION PHASE.

COORDINATE ANY VARIATIONS FROM

CONSTRUCTION DOCUMENTS WITH

ARCHITECT. RELOCATE EXISTING FIRE

EXTINGUISHERS PER FIRE MARSHAL'S

DIRECTION.

4. DIMENSIONS ARE FROM FACE OF

MASONRY OR METAL STUD UNLESS

NOTED OTHERWISE. ALL DIMENSIONS

MARKED 'CLEAR' SHALL BE MAINTAINED

AND SHALL ALLOW FOR THICKNESS OF ALL

FINISHES INCLUDING FLOOR FINISH.

5. CHASE WALLS SHALL MATCH ADJACENT

CONSTRUCTION UNLESS NOTED

OTHERWISE SHOWN BY WALL TYPE, TYP.

6. THE CONTRACTOR SHALL VERIFY ALL

SITE CONDITIONS AND DIMENSIONS PRIOR

TO CONSTRUCTION. ANY VARIATIONS,

DISCREPANCIES OR FIELD ALTERATIONS

TO THESE DESIGNS PRIOR TO

CONSTRUCTION. DISCREPANCIES OR

OTHER SUCH CONDITIONS NOT REPORTED

PRIOR TO CONSTRUCTION MAY NOT BE

USED AS GROUNDS FOR ADDITIONAL

EXPENSE CLAIMS BY THE CONTRACTOR

NECESSARY TO ADEQUATELY COMPLETE

THE WORK.

7. ANY ITEMS NOT SPECIFICALLY SHOWN

ON THE DRAWINGS, BUT REASONABLY

INCIDENTAL TO AND NECESSARY FOR THE

SATISFACTORY COMPLETION OF THE

PROJECT IN ACCORDANCE WITH

INDUSTRY STANDARDS, ARE INCLUDED

WITHIN THE INTENT OF THESE DESIGN

DRAWINGS.

8. CODES: ALL WORK ON THIS PROJECT

SHALL BE DONE IN ACCORDANCE WITH

ALL APPLICABLE BUILDING CODES,

ORDINANCES, REGULATIONS AND ANY

ADDITIONAL REQUIREMENT SO STATED IN

ANY LAW, ORDINANCE OR REGULATION

PERTAINING TO CONSTRUCTION WITHIN

THE SAID LIMITS OF THE AUTHORITY

HAVING JURISDICTION OVER THE

PROPOSED WORK, ZONING,

ARCHITECTURAL, STRUCTURAL,

MECHANICAL, PLUMBING, ELECTRICAL,

ENERGY CONSERVATION AND FIRE.

CONFORMITY TO ALL CODES APPLICABLE

TO THIS PROJECT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY.

9. PROPER ASSEMBLY, INSTALLATION, AND

OPERATION OF ALL MATERIALS,

COMPONENTS, SYSTEMS AND FINISHES

ARE THE CONTRACTOR'S RESPONSIBILITY

AND SHALL BE IN ACCORDANCE WITH THE

MANUFACTURER'S INSTRUCTIONS.

10. COMPONENTS FOR CONSTRUCTION

SAFETY ARE NOT INDICATED IN THESE

DRAWINGS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO

COMPLY WITH ALL RULES AND

REGULATIONS OF THE OCCUPATIONAL

SAFETY AND HEALTH ACT DURING ALL

CONSTRUCTION.

11. ALL PLUMBING FIXTURES, LAVATORY

ACCESSORIES, MOUNTING HEIGHTS AND

NECESSARY FLOOR CLEARANCE SHALL

COMPLY WITH ANSI A117.1 AND THE

REQUIREMENTS SET FORTH BY THE

AMERICANS WITH DISABILITIES ACT.

12. NEW GYPSUM BOARD CONSTRUCTION

MEETING EXISTING CONSTRUCTION IN

SAME PLANE SHALL BE FLUSH WITH NO

VISIBLE JOINT.

13. PROVIDE WATER RESISTANT GYPSUM

BOARD OR APPROVED EQUAL AT ALL NEW

PLUMBING WALLS.

14. PROVIDE GYPSUM BOARD ASSEMBLIES

IN ACCORDANCE WITH ASTM C840, LEVEL 4

FINISH.

15. PROVIDE WOOD BLOCKING (FIRE

RETARDANT) INSIDE PARTITIONS FOR

SECURING WALL-HUNG CABINETS,

SHELVING, TRIM, MILLWORK AND OTHER

ELEMENTS ATTACHED TO PARTITIONS AS

REQUIRED TO ENSURE FLUSH, STRAIGHT,

WELL-SECURED CONDITIONS. PROVIDE

CORROSIVE RESISTANT FASTENERS FOR

FIRE-RETARDANT TREATED WOOD.

16. THE CONTRACTOR SHALL COORDINATE

ALL KEYING REQUIREMENTS, INCLUDING

MASTER AND SUB-MASTER SETS, WITH

THE OWNER.

17. ALL CODE REQUIRED LABELS SUCH AS

'UL', FACTORY MUTUAL, OR ANY

EQUIPMENT IDENTIFICATION,

PERFORMANCE RATING, NAME OR

NOMENCLATURE PLATES SHALL REMAIN

READABLE AND NOT PAINTED.

18. TRANSITIONS OF FLOOR MATERIALS TO

BE LOCATED AT CENTERLINE OF DOORS IN

CLOSED POSITION UNLESS NOTED

OTHERWISE.

19. PAINT BACK SIDES OR REMOVABLE

ACCESS PANELS AND HINGED COVERS TO

MATCH EXPOSED SURFACE.

20. FIELD VERIFY CLEARANCES FOR NEW

CASEWORK BEFORE FABRICATION.

SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:


Dover, DE 19904302.734.7950


Salisbury, MD 21801410.546.9100


Wilmington, NC 28403910.341.7600


PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2017

Rittenhouse Station250 South Main Street, Suite 109

Newarrk, DE 19711302.369.3700

E

ALP

RA C

NN

IH T U

NI

C T

G

ER

51922

W

I

L

M

I

N

G T

O

N

,

N

C

BE

C

K

E

R

M

O

R

G

AN

G

R

O

U

P

,

I

N

C

.

R

e

g

is

te

r

e

d

A

r

c

h

i

tec

u

r

a

l

C

o

r

p

o

ra

ti

o

n

N

o

r

t

h

Ca

r

o

l

i

n

a

1/8" = 1'-0"

2/14/2017 2:05:59 P

M

C:\U

se

rs

\e

sin

gle

to

n\D

oc

um

en

ts

\2

01

61

53

00

_M

od

el_

20

17

_R

EV

IS

ED

_e

sin

gle

to

n.rv

t

A101A

FIRST FLOOR PLAN -

ALTERNATE

LMLEJS

APRIL 7, 2017

2016153.00

7375 MARKET STREET

WILMINGTON, NC

NHC FIRE

RESCUE

OGDEN

STATION

SCALE: 1/8" = 1'-0"

1

FIRST FLOOR PLAN -

ALTERNATE

100% CONSTRUCTION

DOCUMENTS

APRIL 5, 2017


1

1 5.9.17 CHANGED TAG

SLOPE: 1/4:12

SLOPE: 1/4:12

ALUMINUM GUTTER

SYSTEM

ALUMINUM DOWNSPOUT

ALUMINUM DOWNSPOUT

PVC

ROOFING

2

A503

ROOF HATCH

A502

6

SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:


Dover, DE 19904302.734.7950


Salisbury, MD 21801410.546.9100


Wilmington, NC 28403910.341.7600


PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2017


Newarrk, DE 19711302.369.3700

E

ALP

RA C

NN

IH T U

NI

C T

G

ER

51922

W

I

L

M

I

N

G T

O

N

,

N

C

BE

C

K

E

R

M

O

R

G

AN

G

R

O

U

P

,

I

N

C

.

R

e

g

is

te

r

e

d

A

r

c

h

i

tec

u

r

a

l

C

o

r

p

o

ra

ti

o

n

N

o

r

t

h

Ca

r

o

l

i

n

a

1/8" = 1'-0"

A106A

ROOF PLAN -

ALTERNATE

LMLEJS

APRIL 7, 2017

2016153.00

7375 MARKET STREET

WILMINGTON, NC

NHC FIRE

RESCUE

OGDEN

STATION

SCALE: 1/8" = 1'-0"

1

ROOF PLAN - ALTERNATE


1 5.9.17 ISSUE SHEET

1

FIRST FLOOR

ELEV. 0"

T.O. PARAPET

ELEV. 18' - 0"

CJCJ

ALUMINUM SUNSHADE

CAST STONE SILL

ALUMINUM WINDOW

SYSTEM

METAL COPING

BRICK VENEER

ALUMINUM SUNSHADE

CAST STONE SILL

ALUMINUM WINDOW

SYSTEM

ALUMINUM SUNSHADE

CAST STONE SILL

ALUMINUM WINDOW

SYSTEM

FIBER CEMENT PANEL

SYSTEM

ALUMINUM

STOREFRONT SYSTEM

METAL ROOF SYSTEM

T.O. HIGH PARAPET

ELEV. 20' - 0"

CJ

STEEL SECTIONAL OVERHEAD DOOR

BOLLARD; TYP.

CAST-IN-PLACE CONC.

HEADER OVER DOOR; SEE

STRUCTURAL DRAWINGS

EXTERIOR HOLLOW METAL

DOOR AND FRAME

ALUMINUM GUTTER AND

DOWNSPOUT SYSTEM

A

CJ

CJ

FORMED METAL

FASCIA

CJ CJ CJ CJ CJ CJ

T.O. MEZZANINE

ELEV. 13' - 2 1/2"

BAY HIGH J.B.E.

ELEV. 25' - 4"

BAY LOW J.B.E.

ELEV. 23' - 4"

T.O. MASONRY

ELEV. 28' - 0"

4

A303

1

Sim

A503

2

Sim

3'-6

"

MIN

.

5'-3

1

/2

"

APPARATUS

BAY

137

FINISHED FLOOR

ELEV. 0"

STEEL SECTIONAL

OVERHEAD DOOR

SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:


Dover, DE 19904302.734.7950


Salisbury, MD 21801410.546.9100


Wilmington, NC 28403910.341.7600


PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2017


Newarrk, DE 19711302.369.3700

E

ALP

RA C

NN

IH T U

NI

C T

G

ER

51922

W

I

L

M

I

N

G T

O

N

,

N

C

BE

C

K

E

R

M

O

R

G

AN

G

R

O

U

P

,

I

N

C

.

R

e

g

is

te

r

e

d

A

r

c

h

i

tec

u

r

a

l

C

o

r

p

o

ra

ti

o

n

N

o

r

t

h

Ca r

o

l

i

n

a

1/8" = 1'-0"

2/1

4/2

01

7 2

:0

5:5

9 P

M

C:\U

se

rs

\e

sin

gle

to

n\D

oc

um

en

ts

\2

01

61

53

00

_M

od

el_

20

17

_R

EV

IS

ED

_e

sin

gle

to

n.rv

t

A301A

SECTION & EXTERIOR

ELEVATION -

ALTERNATE

LMLEJS

APRIL 7, 2017

2016153.00

7375 MARKET STREET

WILMINGTON, NC

NHC FIRE

RESCUE

OGDEN

STATION

SCALE: 1/8" = 1'-0"1

WEST EXTERIOR ELEVATION -

ALTERNATE


SCALE: 1/8" = 1'-0"

2

BAY SECTION - ALTERNATE

1 5.9.17 ISSUE SHEET

1

AutoCAD SHX Text

Xref F:\Revit\Projects\2016\201615300 Fire Station 16\Project_Folder_Template\Export\Alternate Plan\201615300_APPARATUS BAY SECTION-16050 - Structural Coordination 2016-02-19-rvt-1-BUILDING SECTION 2.dwg

DW

KITCHEN

108

4' -

6"

4' -

6"

16' - 2 3/8"

18

' - 1

0 1

/2"

A401

43

11"2' - 4"

2' - 2 5/8"

STORAGE

110A

STORAGE

110B

2' - 6"

9' -

8"

OPEN SHELVING @COFFEE STATION

5

3

A502

1-HR RATEDFIRE BARRIER;SEE WALL TYPES

ALIG

N

1' - 9" 1' - 9"

3' -

0"

1' - 3"1' - 9"1' - 9"

1' -

6"

3' -

0"

2' - 3"

3' -

0"

HOOD EXHAUST HIDDEN BEHIND

SOFFIT

RANGE

RANGE HOOD

3' -

0"

1' -

6"

3' -

0"

7' -

6"

3' - 0" 2' - 0"2' - 0"

FILLER STRIP AS REQ'D

FILLER STRIP AS REQ'D

OPEN

4' - 0" 2' - 0"3' - 0" 1' - 0"

2' -

10

"

3' -

0"

51922

W I

L M I

NG T

O

N,N

C

BE

CK

ER

MORGAN GROUP,

INC

.

Re

gis

tere

d

Ar ch i t ecura l

Co

rpo

r at

ion

N o


SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2017

Rittenhouse Station


Newarrk, DE 19711

302.369.3700

EALP

RA CNN

IH T UNI

C TGER

As indicated

5/9

/20

17

12

:49:2

8 P

MC:\Users\esingleton\Documents\201615300_Model_2017_REVISED_esingleton.rvt

A401

ENLARGED PLANSAND SECTIONS

LMLEJS

APRIL 7, 2017

2016153.00



SCALE: 1/2" = 1'-0"1 ENLARGED KITCHEN PLANSCALE: 1/2" = 1'-0"2 ENLARGED BUNK PLAN

SCALE: 3/8" = 1'-0"3 KITCHEN ELEVATION 1




2 5.9.17 ADDED DIMENSION

2