DSCR_Bldg_60C_RTA_Drawings_Full_Set.pdf

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Copyright © 2016 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

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RENOVATE AREA 60C LOW ROOF

OFFICE AREA

READY TO ADVERTISE

02.16.2018

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ASBESTOS DISCLOSURE STATEMENT

AN INTERIOR ASBESTOS INSPECTION WAS PERFORMED BY THE

GOVERNMENT AND ACM WAS FOUND, CONTACT CONTRACT

OFFICER REPRESENTATIVE FOR REPORT. A LIMITED SCOPE

ASBESTOS SURVEY WAS CONDUCTED OF THE ROOF AND THE

REPORT MAY BE FOUND IN THE SPECIFICATIONS. THE

CONTRACTOR SHALL SUBMIT AN APPLICATION FOR PERMIT TO

ABATE THE ASBESTOS-CONTAINING MATERIAL BY A LICENSED

ASBESTOS CONTRACTOR USING APPROVED PROCEDURES PRIOR

TO COMMENCEMENT OF THE WORK. ANY ACM THAT IS TO REMAIN

AND NEW NON ASBESTOS-CONTAINING MATERIAL SHALL BE

LABELED ACCORDINGLY. THE ASBESTOS ABATEMENT

CONTRACTOR SHALL MARK UP THE RECORD DRAWINGS

RESULTING FROM ITS WORK TO INCLUDE AREAS WHERE

ASBESTOS WAS ABATED, AREAS WHERE ASBESTOS WAS

ENCAPSULATED, AND AREAS WHERE ACM EXIST BUT WERE LEFT IN

PLACE. THE GENERAL CONTRACTOR SHALL REVIEW AND CERTIFY

THE LOCATIONS WHERE ACM WAS ABATED, AREAS WHERE ACM

WAS ENCAPSULATED AND AREAS WHERE ACM WAS LEFT IN PLACE

AS MARKED ON THE RECORD DRAWINGS AND WILL PROVIDE THE

DRAWINGS TO THE ARCHITECT.

LEAD PAINT DISCLOSURE STATEMENT

AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED

BUILDING COMPONENTS HAS BEEN CONDUCTED BY THE

GOVERNMENT. THIS REPORT CAN BE OBTAINED FROM THE

CONTRACTING OFFICER REPRESENTATIVE FOR THE

CONTRACTORS USE AND MAY NOT BE ALL INCLUSIVE. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA

OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS

THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND

LEAD-COATED BUILDING COMPONENTS SHALL BE RECYCLED TO

THE EXTENT POSSIBLE.

MOLD DISCLOSURE STATEMENT

MOLD WAS FOUND WITHIN THE BUILDING. THE CONTRACTOR IS

RESPONSIBLE FOR MOLD REMEDIATION IN ACCORDANCE WITH

PROJECT SPECIFICATIONS.

DESIGN SERVICES

POND & COMPANY

2809 S. LYNNHAVEN RD., SUITE 140,

VIRGINIA BEACH, VA 23452

FIRE PROTECTION

JENSEN HUGHES

4445 CORPORATION LANE

VIRGINIA BEACH, VA 23462

STRUCTURAL

NRW ENGINEERING PC

748 LORD DUNMORE DR., STE #101

VIRGINIA BEACH, VA 23464

02.16.201802.16.201802.16.2018

2809 S. Lynnhaven Road, Suite 140 Virginia Beach, VA 23452 Phone (757) 499-4562 Fax (678) 336-7744

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VICINITY MAP

LOCATION MAP

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DEFENSE SUPPLY

CENTER RICHMOND

60C

DEFENSE SUPPLY CENTER RICHMOND

CON

W91236-14-D-0029-DO0007

8 B 14

CONTRACT NO.

CONW91236-18-B-0014SOLICITATION NO.

WWW.PONDCO.COM

A/E COMMISSION #1160456

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Copyright © 2016 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

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SHEET INDEX

SHEET NUMBER SHEET NAME

09 - FIRE PROTECTION

FA001 FIRE ALARM GENERAL NOTES AND LEGEND

FA101 FIRE ALARM PLAN

FA501 FIRE ALARM/MNS SEQUENCE OF OPERATIONS

FX001 FIRE PROTECTION GENERAL NOTES AND LEGEND

FX101 FIRE PROTECTION PLAN

FX501 FIRE PROTECTION DETAILS

10 - PLUMBING

P-001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

PD101 PLUMBING DEMOLITION PLAN

PS101 PLUMBING SANITARY PIPING PLAN

PW101 PLUMBING DOMESTIC WATER PIPING PLAN

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING RISER DIAGRAMS

P-902 PLUMBING RISER DIAGRAM

11 - MECHANICAL

M-001 MECHANICAL GENERAL NOTES

M-002 MECHANICAL LEGEND AND ABBREVIATIONS

MD101 MECHANICAL DEMOLITION PLAN

MH101 MECHANICAL HVAC NEW WORK PLAN

MP101 MECHANICAL PIPING NEW WORK PLAN

M-301 MECHANICAL SECTIONS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-701 MECHANICAL PIPE SCHEMATICS

M-801 MECHANICAL CONTROLS

M-802 MECHANICAL CONTROLS

M-803 MECHANICAL CONTROLS

M-804 MECHANICAL CONTROLS

12 - ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E-002 ELECTRICAL SYMBOLS

ED101 ELECTRICAL DEMOLITION

E-101 LIGHTING PLAN

E-111 POWER PLAN

E-121 MECHANICAL POWER PLAN

E-131 TELECOMMUNICATIONS PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE LINE DIAGRAM

E-602 TELECOMMUNICATIONS RISER DIAGRAM

E-603 ELECTRICAL PANELBOARDS

SHEET INDEX

SHEET NUMBER SHEET NAME

00 - GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

01- LIFE SAFETY

LS001 LIFE SAFETY GENERAL NOTES AND LEGEND

LS101 LIFE SAFETY PLAN

04 - CIVIL

C-001 GENERAL NOTES AND ABBREVIATIONS

C-002 FIRE PROTECTION CODE COMPLIANCE SITE PLAN

C-101 EXISTING CONDITIONS AND DEMOLITION PLAN

C-110 SITE AND UTILITY PLAN

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-710 EROSION AND SEDIMENT CONTROL PLAN

C-750 EROSION AND SEDIMENT CONTROL DETAILS

C-751 EROSION AND SEDIMENT CONTROL DETAILS

06 - STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES AND STRUCTURAL TYPICAL DETAILS

S-003 STRUCTURAL TYPICAL DETAILS

S-101 STRUCTURAL NEW WORK FOUNDATION PLAN

S-102 STRUCTURAL NEW WORK FRAMING PLAN

S-301 STRUCTURAL SECTIONS

S-302 STRUCTURAL SECTIONS

07 - ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS & SYMBOLS

AD101 ARCHITECTURAL DEMOLITION PLAN

AD201 DEMOLITION ELEVATIONS

A-101 FLOOR PLAN

A-131 REFLECTED CEILING PLAN

A-151 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-351 EXTERIOR WALL SECTIONS

A-371 PARTITION TYPES & DETAILS

A-372 SECTION DETAILS

A-401 ENLARGED PLANS, ELEVATIONS AND CASEWORK DETAILS

A-451 ENLARGED TOILET PLANS AND ELEVATIONS

A-471 STAIR PLANS, SECTIONS AND DETAILS

A-501 ARCHITECTURAL DETAILS

A-531 REFLECTED CEILING PLAN DETAILS

A-551 ROOF DETAILS

A-571 ADA MOUNTING HEIGHTS & DETAILS

A-601 DOOR SCHEDULE, DOOR TYPES, FRAME TYPES & WINDOW TYPE

A-602 DOOR, WINDOW AND LOUVER DETAILS

08 - INTERIORS

I-101 FINISH PLAN

I-102 MATERIALS & SCHEDULE

I-103 INTERIOR DETAILS

I-104 FURNITURE PLAN

I-105 SIGNAGE PLAN

I-106 SIGNAGE DETAILS

02.16.2018

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GENERAL NOTES CONTINUED

10. THE EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION SHOWN WITHIN THESE

DOCUMENTS ARE COMPILED FROM THE FOLLOWING SOURCES:

-TOPOGRAPHIC SURVEY PERFORMED BY RICE ASSOCIATES AND DATED AUGUST 19, 2016

11. THE LOCATION OF EXISTING UTILITIES AND OTHER IMPROVEMENTS HAVE BEEN OBTAINED FROM

THE AVAILABLE SURVEYS, BASE RECORDS, AND CONSTRUCTION DOCUMENTS. THEREFORE,

LOCATIONS OF EXISTING CONDITIONS MUST BE CONSIDERED APPROXIMATE AND DEPTHS OF

UTILITIES WITHOUT INVERTS IDENTIFIED ARE UNKNOWN. THE VERIFICATION OF THE EXISTING

UTILITIES AND OTHER IMPROVEMENTS, INCLUDING SIZE, MATERIAL, AND LOCATION EITHER

SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR. FIELD VERIFY THE LOCATIONS OF EXISTING UTILITIES AND OTHER EXISTING

IMPROVEMENTS WITHOUT ADDITIONAL COST TO THE GOVERNMENT PRIOR TO BEGINNING

CONSTRUCTION. POT HOLING AND OTHER FORMS OF SURVEYING DO NOT CONSTITUTE

CONSTRUCTION ACTIVITIES. IF ANY DIFFERING CONDITIONS EXIST EITHER SHOWN OR NOT

SHOWN ON THE CONSTRUCTION DOCUMENT, THE CONTRACTOR SHALL NOTIFY THE OWNER'S

REPRESENTATIVE IMMEDIATELY.

12. VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION AND

PURCHASE OF ANY MATERIALS. BRING ANY DIFFERING CONDITIONS TO THE ATTENTION OF THE

OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

13. ALL EARTHWORK OPERATIONS REQUIRED FOR CONSTRUCTION OF THE VARIOUS STRUCTURES

AND UTILITY LINES INDICATED SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE

PROVISIONS OF THE SPECIFICATIONS. GRADING SHALL BE RESTORED TO THE EXISTING

ELEVATIONS READY TO RECEIVE PLANTING MATERIALS OR GRASSING.

14. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN APPROVED AREA

DURING CONSTRUCTION. EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF OFF-SITE IN A

MANNER THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL

REQUIREMENTS.

15. REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION WASTE AND DEBRIS FROM THE SITE

IN A MANNER THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL

REQUIREMENTS.

16. COORDINATE INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF ANY

EXISTING UTILITIES EITHER SHOWN OR NOT SHOWN ON THE CONSTRUCTION DOCUMENTS ARE

DETERMINED TO BE IN CONFLICT WITH PROPOSED IMPROVEMENTS, NOTIFY THE OWNER'S

REPRESENTATIVE OF THE NATURE OF THE CONFLICT INCLUDING SIZE, TYPE, AND HORIZONTAL

AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.

17. MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING PAVEMENTS, UNLESS OTHERWISE NOTED.

18. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE "MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), LATEST EDITION.

19. USE CAUTION AROUND ANY UNDERGROUND CABLE OR UTILITY TO PREVENT DAMAGE. ANY

DAMAGE TO EXISTING UTILITY LINES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION

OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL CHARGE TO THE GOVERNMENT. HAND

EXCAVATE WHERE NECESSARY TO PROTECT EXISTING UTILITIES.

20. ADJUST EXISTING TOPS OF MANHOLES AND VALVE BOXES WITHIN LIMITS OF DISTURBANCE TO

BE FLUSH WITH FINISHED GRADES, UNLESS OTHERWISE SPECIFIED.

21. THE SHEETS CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE PART OF A

MULTI-SHEET SET OF CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL SET TO BEST

ENSURE PROPER INTERPRETATION.

22. CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING

THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR IS ALSO

RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY

ANY REGULATORY AGENCY.

23. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, EXCAVATIONS, SHORING AND

TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR

PROJECT NOTES:

CIVIL ENGINEER:

POND & COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

TEL: 678-336-7740

OWNER/DEVELOPER

DEFENSE SUPPLY CENTER RICHMOND

RICHMOND , VIRGINIA

SURVEYOR:

RICE ASSOCIATES

308 TURNER RD, SUITE G

RICHMOND, VIRGINIA 23225

TEL: (804) 674-9723

HORIZONTAL REFERENCE DATUM - VIRGINIA STATE PLANE

COORDINATE SYSTEM OF 1983, SOUTH ZONE

24-HOUR CONTACT

CONTRACTOR TO ASSIGN PRIOR TO CONSTRUCTION

THIS SITE IS NOT LOCATED IN A FLOOD ZONE PER FIRM PANELS

51041C0162D DATED DECEMBER 18, 2012

TOTAL DISTURBED AREA = 0.05 ACRES

EROSION CONTROL NOTES

1. MAINTAIN ALL EROSION CONTROL DEVICES UNTIL FINAL

STABILIZATION HAS BEEN ACHIEVED AS DEFINED IN THE GENERAL

VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM

CONSTRUCTION ACTIVITIES (VAR10).

2. SEE SHEET C-710, C-750, AND C-751 FOR EROSION CONTROL PLANS

AND DETAILS.

GENERAL NOTES:

1. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT SHALL

REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK

SHALL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH NEW AT

NO ADDITIONAL COST TO THE GOVERNMENT. TAKE PRECAUTIONS TO NOT

OVERLOAD PAVEMENTS THAT SHALL REMAIN.

2. PROVIDE TEMPORARY SIGNS, BARRICADES, AND OTHER DEVICES TO

CONTROL TRAFFIC ACCESS AROUND CONSTRUCTION SITE. THE WORD

"TRAFFIC" REFERS TO BOTH VEHICULAR AND PEDESTRIAN. PROVIDE SIGNS,

BARRICADES, AND OTHER DEVICES AS REQUIRED TO CLEARLY MARK AREAS

WHERE CONSTRUCTION TRAFFIC AND NON-CONSTRUCTION TRAFFIC MAY

GO/NOT GO. COORDINATE ROAD CLOSURE SIGNS, BARRICADES, AND OTHER

DEVICES WITH OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT.

3. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY. RESTORE

GRADES AND SURFACE IMPROVEMENTS TO MATCH EXISTING CONDITIONS OR

REQUIREMENTS OF NEW WORK, WHICHEVER IS APPLICABLE.

4. PHASE DEMOLITION OF EXISTING UTILITIES SUCH THAT NEW UTILITIES ARE IN

PLACE PRIOR TO CUTTING INTO OR DISTURBING EXISTING SERVICES.

COORDINATE UTILITY CUT-OVERS WITH OWNER'S REPRESENTATIVE A

MINIMUM OF 14 DAYS IN ADVANCE.

5. COMPLY WITH ALL DEPARTMENT OF DEFENSE AND DSCR REGULATIONS

APPLICABLE TO CONSTRUCTION OF THIS SITE.

6. ALL DIMENSIONS ARE TAKEN FROM/TO FENCELINES,EDGE OF PAVEMENT,

CENTERLINE OF UTILITY, CENTER OF MANHOLE OR STRUCTURE, CENTERLINE

OF ROAD, FACE OF BUILDING, CENTERLINE OF WALL, OR CENTERLINE OF

PAVEMENT STRIPING UNLESS OTHERWISE NOTED.

7. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM BUILDING AND TO DRAINAGE STRUCTURES.

CONTRACTOR SHALL ENSURE NO PONDING OCCURS.

AND

ADDITIVE BID ITEM

ANTI-TERRORISM FORCE PROTECTION

BACK OF CURB AND GUTTER (AT FINISHED GRADE)

BACK FLOW PREVENTER

BUILDING

CATCH BASIN

CAST IRON

CHAIN LINK FENCE

CLEANOUT

COMMUNICATIONS

CONCRETE

CONTRACTING OFFICER'S REPRESENTATIVE

CORRUGATED METAL PIPE

DOUBLE

DEPARTMENT

DROP INLET

DIAMETER

DUCTILE IRON PIPE

DEPARTMENT OF DEFENSE

EASTING

EACH

ELECTRIC

ELEVATION

ENGINEER OF RECORD

EDGE OF PAVEMENT

EXISTING

EACH WAY

FIRE DEPARTMENT CONNECTION

FINISHED FLOOR ELEVATION

FLANGE

FORCE MAIN

FOREIGN OBJECTS & DEBRIS

FOOT

FIRE WATER

GAS

GRND

HEIGHT

HIGH VELOCITY OXYGEN FUEL

HORIZONTAL

HIGH POINT

HORSEPOWER

HEADWALL

INVERT

JUNCTION BOX

POUND

LINEAR FEET

LIMITS OF DISTURBANCE

LIQUID OXYGEN

MAXIMUM

VIRGINIA DEPT. OF ENVIRONMENTAL QUALITY

MITERED END SECTION

MECHANICAL

MANHOLE

MINIMUM

MONITORING WELL

NOT IN CONTRACT

NITROGEN

NUMBER

NOT TO SCALE

ON CENTER

OUTLET CONTROL STRUCTURE

POINT OF CURVATURE

PORTLAND CONCRETE CEMENT

POST INDICATOR VALVE

PERSONAL OCCUPANCY VEHICLE

PROPOSED

POUNDS PER SQUARE INCH

POINT OF TANGENCY

POLYVINYL CHLORIDE PIPE

POTABLE WATER

REINFORCED CONCRETE PAVEMENT

ROOF DRAIN

REINFORCED CONCRETE PIPE

REINFORCING

REDUCED PRESSURE BACKFLOW

PREVENTER

SANITARY

SPECIFICATION

STORM DRAIN

SILT FENCE

SANITARY SEWER

STANDARD

STEAM

STORMWATER MANAGEMENT

TECHNICAL REPRESENTATIVE OF THE

CONTRACTING OFFICER

TOP OF PAVEMENT

TOP OF SLAB

TYPICAL

UNDERGROUND ELECTRIC

UNLESS NOTED OTHERWISE

VERTICAL

VITRIFIED CLAY

WATER

WITH

ABI

ATFP

BC

BFP

BLDG

CB

CI

CLF

CO

COMM

CONC

COR

CMP

DBL

DEPT

DI

DIA

DIP

DOD

E

EA

ELEC.

ELEV/EL

EOR

EP

EX

E.W.

FDC

FFE

FLG

FM

FOD

FT

FW

G

GRND

H

HVOF

HORIZ.

HP

Hp

HW

INV

JB

LB

LF

LOD

LOX

MAX

VDEQ

MES

MECH

MH

MIN

MW

NIC

N

NO.

NTS

O.C.

OCS

PC

PCC

PIV

POV

PROP

PSI

PT

PVC

PW

R

RD

RCP

REINF

RPZ

SAN

SPEC

SD

SF

SS

STD

STM

SWM

TRCO

T.O.P.

T.O.S.

TYP

UGE

UNO

VERT.

VC

W

W/

ABBREVIATIONS

LIMITS OF DISTURBANCE

INLET PROTECTION - DETAIL A4/C-501

SILT FENCE

PROPOSED VALVE

EXISTING VALVE

EXISTING FIRE HYDRANT

FIRE LINE

EXISTING STORM DRAIN

EXISTING OVERHEAD ELECTRICAL WIRES

EXISTING SANITARY SEWER

EXISTING 1' CONTOUR

IP

SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF

FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

SSx SSx SSx SSx SS x SSx SSx SSx SSx SS x SSx SSx SSx SSx SS x SSx SSx SSx SSx SS x SSx SSx SSx SSx SS x SSx

SDx

Ex

LEGEND

D

2 3

C

4 5

A

B

SHEET ID

M A

R K

D A

T E

D E

S C

R I P

T I O

N

A R

M Y

R

E

N G

I N

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N O

R F

O L K

V

A

N O

R F

O

K

S

T R

I C

T

D E

S I G

N E

D

B

Y

D R

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C H

E C

K E

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B

Y

S U

B M

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T E

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Y

S I Z

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F I

M

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I S

S U

E

D

A T

E

S O

L I C

I T

A T

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N

O

C O

N T

R A

F I

M

B E

R

L y n n h a v e n

R d

S u i

V i r g i n a c h

V

A

P h o n

F a

J O

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N

O

J O

B

N

O

F I

M

E a c p s e r v e r r e s o u r c e s O

R F

P

R O

J U

S A

C E

N o r f o l k

R e n

B l d g

C

L o w o f

O f f i c e

A r e a

O n l y C

A D

B

I M

C

A D

C d w g

P

L O

T T

E D

W e d n e s d a y

F e b r u a r y

C

D

W G

D E

F E

N S

E

S

U P

P L

Y

C

E N

T E

R

R

I C

H M

O N

D

O F

F I C

E

A

R E

A

R E

N O

V A

E

A

O

F

READY TO ADVERTISE

SHEET OF 89

X X X X X X X X X X X X X X X X X

IP

L O

D L O

D

L O

D L O

D

L O

D L O

D

L O

D L O

D L O

D L O

D

L O

D L O

D L O

D

L O

D L O

D L O

D

LOD

L O

D L O

D

LOD LOD

L O

D L O

D

LODLOD

X X

XX

X

X

X X

S F

S F

L O

D L O

D

L O

D L O

D

D

2 3

C

4 5

A

B

SHEET ID

M A

R K

D A

T E

D E

S C

R I P

T I O

N

A R

R

E

N G

I N

E E

R S

N O

R F

O L K

V

A

N O

R F

O

S

T R

I C

T

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

B E

R

L y n n h a v e n

R d

S u i

V i r g i n a c h

V

A

P h o n

F a

J O

B

N

O

J O

B

N

O

F I

M

E a c p s e r v e r r e s o u r c e s O

R F

P

R O

J U

S A

C E

N o r f o l k

R e n

B l d g

C

L o f

O f f i c e

A r e a

O n l y C

A D

B

I M

C

A D

C d w g

P

L O

T T

E D

W e d n e s d a y

F e b r u a r y

C

D

W G

D E

F E

N S

E

S

U P

P L

Y

C

E N

T E

R

R

I C

H M

O N

D

O F

F I C

E

A

R E

A

R E

N O

V A

E

A

O

F

READY TO ADVERTISE

SHEET OF 89

SCALE: 1" = 20'

0 20 40

FIRE PROTECTION CODE COMPLIANCE SITE PLAN

SCALE: 1" = 20'

C-002

F I R

E

P

R O

T E

C T

I O

N

C

O D

E

C

O M

P L I A

N C

E

S

I T

E

P

L

M

C D

M

T N

S B

R

W

B

W

D

GENERAL SHEET NOTES:

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,

LEGENDS, AND ABBREVIATIONS.

2. THIS PLAN HAS BEEN CREATED TO SHOW

COMPLIANCE WITH UFC 3-600-01 "FIRE PROTECTION

ENGINEERING FOR FACILITIES" SECTION 1-7.2.4.2.

3. THE FOLLOWING ITEMS AS INDICATED IN UFC 3-600-01

SECTION 1-7.2.4.2 CODE COMPLIANCE SITE PLAN ARE

NOT APPLICABLE TO THIS PROJECT:

-LINE OF ENCROACHMENT IDENTIFYING PROPERTY

LINES

· FACILITY IS LOCATED WITHIN DEFENSE SUPPLY

CENTER RICHMOND.

-BUILDING PERIMETER USED FOR FRONTAGE

INCREASE

· FACILITY IS WITHIN THE ALLOWABLE AREA

WITHOUT A FRONTAGE INCREASE.

-WATER STORAGE TANKS

· WATER TANKS NOT PROPOSED FOR THIS

PROJECT.

-HAZARDOUS MATERIAL SPILL CONTAINMENT TANKS

· HAZARDOUS MATERIAL NOT PRESENT AT THIS

FACILITY.

-ANTITERRORISM SECURE ACCESS

· BUILDING IS LOCATED WITHIN A PRIMARY

CONTROLLED PERIMETER. NO ANTITERRORISM

ACCESS CONTROLS LOCATED NEAR BUILDING.

SHEET LEGEND

FIRE APPARATUS DRIVE PATH

FIRE DEPARTMENT ENTRANCE

SCALE: NTS

BASE FIRE

DEPARTMENT

PROJECT

LOCATION

SHEET KEYNOTES

1. FIRE DEPARTMENT ACCESS WITHIN 33' OF BUILDING

2. FIRE LANE APPROACH

3. INTENDED FIRE DEPARTMENT MAIN ENTRANCE

4. REMOTE FIRE DEPARTMENT CONNECTION

5. EX. FIRE HYDRANT

6. POST INDICTOR VALVE

7. FIRE PUMP ROOM. BACK FLOW PREVENTER LOCATED

WITHIN FIRE PUMP ROOM

x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

S D x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

S D x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

S D x

E x

E x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

L O

D L O

D

L O

D L O

D

L O

D L O

D

L O

D L O

D L O

D L O

D

L O

D L O

D L O

D

L O

D L O

D L O

D

LOD

L O

D L O

D

LOD LOD

L O

D L O

D

LODLOD

L O

D L O

D

L O

D L O

D

D

2 3

C

4 5

A

B

SHEET ID

M A

R K

D A

T E

D E

S C

R I P

T I O

N

A R

R

E

N G

I N

E E

R S

N O

R F

O L K

V

A

N O

R F

O

S

T R

I C

T

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

B E

R

L y n n h a v e n

R d

S u i

V i r g i n a c h

V

A

P h o n

F a

J O

B

N

O

J O

B

N

O

F I

M

E a c p s e r v e r r e s o u r c e s O

R F

P

R O

J U

S A

C E

N o r f o l k

R e n

B l d g

C

L o f

O f f i c e

A r e a

O n l y C

A D

B

I M

C

A D

C d w g

P

L O

T T

E D

W e d n e s d a y

F e b r u a r y

C

D

W G

D E

F E

N S

E

S

U P

P L

Y

C

E N

T E

R

R

I C

H M

O N

D

O F

F I C

E

A

R E

A

R E

N O

V A

E

A

O

F

READY TO ADVERTISE

SHEET OF 89

SCALE: 1" = 20'

0 20 40

EXISTING ADA STRIPING LINES TO BE DEMOLISHED

DEMOLISH EXISTING PAVEMENT

EXISTING CONDITIONS AND DEMOLITION PLAN

SCALE: 1" = 20'

C-101

E X

I S

T I N

G

C

O N

D I T

I O

M

O L I T

I O

N

P

L

M

C D

M

T N

S B

R

W

B

W

D

GENERAL SHEET NOTES:

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,

LEGENDS, AND ABBREVIATIONS.

SHEET KEYNOTES

1. DEMOLISH EXISTING ASPHALT PAVEMENT. SAWCUT TO

CLEAN EVEN EDGES.

2. PROTECT EXISTING INLET DURING ALL PHASES OF

CONSTRUCTION.

3. DEMOLISH EXISTING STAIRS. SEE ARCHITECTURAL PLANS

FOR NEW STAIRWELL DETAILS AND LOCATION.

4. REMOVE EXISTING ADA STRIPING.

5. DEMOLISH EXISTING CONCRETE PAD.

SHEET LEGEND

x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

S D x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

S D x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

S D x

E x

E x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

L O

D L O

D

L O

D L O

D

L O

D L O

D

L O

D L O

D L O

D L O

D

L O

D L O

D L O

D

L O

D L O

D L O

D

LOD

L O

D L O

D

LOD LOD

L O

D L O

D

LODLOD

X X

XX

X

X

X X

L O

D L O

D

L O

D L O

D

D

2 3

C

4 5

A

B

SHEET ID

M A

R K

D A

T E

D E

S C

R I P

T I O

N

A R

R

E

N G

I N

E E

R S

N O

R F

O L K

V

A

N O

R F

O

S

T R

I C

T

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

B E

R

L y n n h a v e n

R d

S u i

V i r g i n a c h

V

A

P h o n

F a

J O

B

N

O

J O

B

N

O

F I

M

E a c p s e r v e r r e s o u r c e s O

R F

P

R O

J U

S A

C E

N o r f o l k

R e n

B l d g

C

L o f

O f f i c e

A r e a

O n l y C

A D

B

I M

C

A D

C d w g

P

L O

T T

E D

W e d n e s d a y

F e b r u a r y

C

D

W G

D E

F E

N S

E

S

U P

P L

Y

C

E N

T E

R

R

I C

H M

O N

D

O F

F I C

E

A

R E

A

R E

N O

V A

E

A

O

F

READY TO ADVERTISE

SHEET OF 89

SCALE: 1" = 20'

0 20 40

SITE AND UTILITY PLAN

SCALE: 1" = 20'

C-110

S I T

E

A

I L I T

Y

P

L

M

C D

M

T N

S B

R

W

B

W

D

ASPHALT PAVEMENT PATCH

GRAVEL PAVEMENT

GENERAL SHEET NOTES:

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,

LEGENDS, AND ABBREVIATIONS.

2. SEE DETAIL D1/C-501 FOR PIPE TRENCHING.

SHEET KEYNOTES

1. 6" DIP FIRE SERVICE, RESTRAIN 12' ALONG SERVICE LINE

AT CONNECTION TO MAIN. INSTALL WITH MINIMUM 30" OF

COVER.

2. EX. 8" WATER MAIN. (MATERIAL AND DEPTH UNKNOWN)

3. CONNECT NEW 6" FIRE LINE TO EXISTING 8" WATER MAIN

WITH 8" X 6" CUT IN TEE; RESTRAIN 12' ALONG 8" LINE IN

EACH DIRECTION.

4. 6" GATE VALVE WITH LOCKABLE LID VALVE BOX. BOX

COVER STENCILED "FIRE." SEE DETAIL C4/C-501.

5. NOT USED.

6. GRAVEL PAVEMENT. SEE DETAIL A2/C-501.

7. ADA/ABA EXTERIOR LIFT. SEE ARCHITECTURAL AND

STRUCTURAL PLANS FOR DETAILS.

8. MECHANICAL PADS. SEE STRUCTURAL SHEET S-501 FOR

PAD DETAIL. SEE MECHANICAL PLANS FOR EQUIPMENT

DETAILS.

9. 7' HIGH CHAIN LINK FENCE. SEE DETAIL A1/C-503.

10. 8' WIDE DOUBLE SWING GATE. SEE DETAIL A1/C-502

11. NEW STRIPING (4" WIDE WHITE PAINT, TYPICAL).

12. NEW ADA ACCESSIBLE SPACES

SEE DETAIL B2/C-501, TYPICAL

13. POST INDICATOR VALVE. SEE DETAIL B1/C-501

14. PIPE BOLLARD. SEE DETAIL D2/C-501

15. NEW STAIRWELL. SEE ARCHITECTURAL AND

STRUCTURAL PLANS FOR DETAILS.

16. ASPHALT PAVEMENT PATCH. SEE DETAIL A1/C-501.

17. REMOTE FIRE DEPARTMENT CONNECTION. SEE DETAIL

A4/C-501.

18. 4" DIP FIRE DEPARTMENT CONNECTION LINE. PROVIDE

RESTRAIN JOINT ALONG FULL LENGTH OF PIPE TO

BUILDING CONNECTION.

SHEET LEGEND

D

2 3

C

4 5

A

B

SHEET ID

M A

R K

D A

T E

D E

S C

R I P

T I O

N

A R

R

E

N G

I N

E E

R S

N O

R F

O L K

V

A

N O

R F

O

S

T R

I C

T

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

B E

R

L y n n h a v e n

R d

S u i

V i r g i n a c h

V

A

P h o n

F a

J O

B

N

O

J O

B

N

O

F I

M

E a c p s e r v e r r e s o u r c e s O

R F

P

R O

J U

S A

C E

N o r f o l k

R e n

B l d g

C

L o f

O f f i c e

A r e a

O n l y C

A D

B

I M

C

A D

C d w g

P

L O

T T

E D

W e d n e s d a y

F e b r u a r y

C

D

W G

D E

F E

N S

E

S

U P

P L

Y

C

E N

T E

R

R

I C

H M

O N

D

O F

F I C

E

A

R E

A

R E

N O

V A

E

A

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F

READY TO ADVERTISE

SHEET OF 89

NO SCALE

C4

VALVE BOX

C-501

C O

N S

T R

U C

T I O

N

D

E T

A I

M

C D

M

T N

S B

R

W

B

W

D

12" COMPACTED

SUBGRADE

NOTE:

1. VIRGINIA DOT TYPE I CRUSHED STONE OR GRAVEL. USE

DESIGN RANGE 21B PER TABLE II-9 OF 2016 ROAD AND

BRIDGE SPECIFICATIONS SECTION 208.

A2

GRAVEL PAVEMENT

NO SCALE

8"

CRUSHED

STONE/GRAVEL

NO SCALE

B1

POST INDICATOR VALVE

16" TO 21"

18"

15"

12"

10"

8"

48" & LARGER

33" TO 42"

24" TO 30"

15" OR SMALLER

A

OD

A

W

D

P I P

E

O

D

P I P

E

O

D

M

I N

NOTES

1. PROVIDE BEDDING IN ACCORDANCE WITH THE

SPECIFICATIONS.

2. MAXIMUM TRENCH WIDTH "W" TAKEN AT TOP OF PIPE.

PIPE DIA.

"D"

MAXIMUM

"A"

D1

PIPE TRENCHING

NO SCALE

SELECT GRANULAR BEDDING MATERIAL

UNDISTURBED SOIL (TYP.)

7'-6"

3'-6"

1'-6"

18"Ø CONC. BASE

UNDISTURBED

EARTH

CONCRETE CAP

6" STANDARD PIPE FILLED WITH

CONCRETE AND PAINTED

YELLOW (GALVANIZED).

PROVIDE COVER AS NOTED IN

DETAIL C3/C-501.

FINISH PAVEMENT

6"

4'-0"

D2

EXTERIOR PIPE BOLLARD

NO SCALE

9' 9'

4" WIDE WHITE

TRAFFIC PAINT

4" WIDE WHITE

STRIPING @ 45° (TYP)

9'

9' WIDE PAINTED AISLES

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY

PARKING SPACE

MARKING

REFLECTIVE WHITE

PAVEMENT PAINT

B2

ADA ACCESSIBLE PAVEMENT MARKING

NO SCALE

L PARKING STALL

C

SAWCUT EXISTING PAVEMENT TO PROVIDE STRAIGHT VERTICAL JOINT.

CLEAN SURFACES OF DIRT, CLAY AND OTHER OBJECTIONABLE MATERIAL.1.

2.

NOTES:

1'-0" (MIN.)

1' (TYP)

A1

ASPHALT PAVEMENT PATCH

NO SCALE

EXISTING BASE

SAWCUT AT LIMITS

OF REMOVAL (TYP.)

EXISTING PAVEMENT

ASPHALT SECTION TO MATCH

EXISTING PAVEMENT SECTION

UNDISTURBED SOIL

(TYP.)

COMPACTED BACKFILL

CLASS 350 D.I.P.

SIDE VIEW

SEE FIRE PROTECTION PLANS

FOR CONTINUATION

GROUND

LEVEL

CHECK VALVE

CONNECTION NST

TOP VIEW

2.5" X 2.5" X 4"

FIRE DEPARTMENT

M I N

I M

U M

4" WRAPPED STEEL PIPE

PER FIRE CODE AND

A.W.W.A. "C" 150

90° LONG

RADIUS ELBOW

2.5" X 2.5" X 4" FIRE DEPARTMENT

CONNECTION NST TO FACE STREET

NO SCALE

A4

FIRE DEPARTMENT CONNECTION

GENERAL NOTES:

1. PROVIDE BUILDING I.D. ON REMOTE FIRE DEPT. CONNECTION.

2. NO TREES, BUSHES OR WALLS WITHIN 5' RADIUS OF FIRE DEPT. CONNECTION

PROVIDE FOR DRAINAGE OF

UNDERGROUND PIPE.

BALL DRIP SHALL BE INSTALLED

IN FRENCH DRAIN VAULT.

POST INDICATOR

VALVE BOX WITH

EXTENSION

GATE VALVE

M

I N

ROUND CONCRETE

COLLAR

#3 BAR ALL AROUND

(W/ 6" OVERLAP)

EXISTING

GRADE

FIRE WATER SUPPLY TO INTERIOR

WET PIPE SPRINKLER SYSTEM

POURED CONCRETE

1'-4" SQUARE x 6" THICK

(POUR AGAINST UNDISTURBED SOIL)

PAD LOCK ON

LOCKING NOSE

C3

EXTERIOR PIPE BOLLARD COVER

(OR APPROVED EQUAL)

NO SCALE

NOTES

1. PROVIDE SAFETY YELLOW BOLLARD COVER WITH 2 RED REFLECTIVE

STRIPES. COVER TO BE 7" X 52". COORDINATE WITH CONTRACTING

OFFICER'S REPRESENTATIVE ON TYPE AND STYLE PRIOR TO PURCHASE.

2 3

C

4 5

A

B

SHEET ID

M A

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D A

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D E

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V

A

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S I G

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Y

D R

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C H

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K E

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B

Y

S U

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Y

S I Z

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F I

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S U

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L I C

I T

A T

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C O

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R A

F I

M

B E

R

L y n n h a v e n

R d

S u i

V i r g i n a c h

V

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P h o n

F a

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N

O

J O

B

N

O

F I

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E a c p s e r v e r r e s o u r c e s O

R F

P

R O

J U

S A

C E

N o r f o l k

R e n

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C

L o f

O f f i c e

A r e a

O n l y C

A D

B

I M

C

A D

C d w g

P

L O

T T

E D

W e d n e s d a y

F e b r u a r y

C

D

W G

D E

F E

N S

E

S

U P

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Y

C

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H M

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E

A

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A

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N O

V A

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F

READY TO ADVERTISE

SHEET OF 89

NO SCALE

A1

DOUBLE SWING GATE

C-502

C O

N S

T R

U C

T I O

N

D

E T

A I

M

C D

M

T N

S B

R

W

B

W

D

M

I N

LINE POST

GATE FRAME

LATCH ASSEMBLY

BRACE RAIL (TYP)

HINGES (TYP)

TRUSS ROD (TYP)

BRACE RAIL (TYP)

LINE POST

GRADE LINE

NO SCALE

(TO HOLD GATE OPEN)

PAVED SUFACE

BITIMINOUS

6" DIA. P.C. CONC.

SAND/GRAVEL

1/2 " DIA. DROP ROD

(INDUSTRY STANDARD)

P.C. CONC.

10"

GATE POST SCHEDULE

GATE LEAF WIDTH OUTSIDE DIMENSION

(NOMINAL)

(NOMINAL)

6' OR LESS

2.875" OD

2.5" SQ

4.0" OD

MORE THAN 18'

8.625" OD

6.625" OD

DROP ROD

3'-10" FOR POSTS 8 5/8 " 0. D.

3'-4" FOR POSTS 6 5/8 " O. D.

M

A X

CHAIN-LINK

FABRIC

BOTTOM TENSION

WIRE (TYP)

TOP TENSION WIRE OR

RAIL AS SPECIFIED (TYP)

GATE OPENING

GATE LEAF

SWING GATE DETAILS

GATE KEEPER

DROP ROD FOUNDATION

OFFSET HINGE STANDARD HINGE

DOUBLE SWING GATE (TYPE FE-5 FENCE)

ELEVATION

N

B

R

NO SCALE

NEW CURB &

GUTTER

WASHER

NEW GATE

STANDARD

HINGE

NEW GATE

POST FTG.

SEE

ELEVATION

GATE

POST

1/2 " EXP.

JOINT

GATE

SAWCUT

CURB FULL

DEPTH

SAWCUT

GUTTER

3" MIN.

EXIST. CURB &

GUTTER

EXIST.

CURB

1" ID

STEEL PIPE

3/8 " DIA.

TRUSS

RODS (TYP)

GATE POST SECTION

AT CURB AND GUTTER

NO SCALE

16" DIA. MIN. FOR GATE POSTS

4" O. D. & LESS

24" DIA. FOR GATE POSTS

OVER 4" O.D.

3'-0" MIN. FOR POSTS

4" O. D. & LESS

MORE THAN 6' TO 12'

MORE THAN 12' TO 18'

LATCH ASSEMBLY

DROP ROD ASSEMBLY

USE FE5-84-DO-RA-8

1/2" EXP.

JOINT

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO

LIMIT OTHER TYPE OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT

COMPLY WITH THE SPECIFICATIONS.

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

1.90" NOMINAL (ROUND) OR 2.00' NOMINAL (SQUARE). GATE FRAMES SHALL BE

OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.

AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU

OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES

SUPPLIED.

4. GATES SHALL BE DESIGNED AS FOLLOWS:

FENCE TYPE - FE5, FE6, ETC...

FENCE HEIGHT - INCHES

TYPE OF OPENING - SO (SINGLE)

- DO (DOUBLE)

HINGE - RA (STANDARD)

- HO (OFFSET)

OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

EXAMPLES: FE6-84-DO-RA-24

FE 5-48-SO-HO-6

D

2 3

C

4 5

A

B

SHEET ID

M A

R K

D A

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D E

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T I O

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O L K

V

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T R

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T

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

B E

R

L y n n h a v e n

R d

S u i

V i r g i n a c h

V

A

P h o n

F a

J O

B

N

O

J O

B

N

O

F I

M

E a c p s e r v e r r e s o u r c e s O

R F

P

R O

J U

S A

C E

N o r f o l k

R e n

B l d g

C

L o f

O f f i c e

A r e a

O n l y C

A D

B

I M

C

A D

C d w g

P

L O

T T

E D

W e d n e s d a y

F e b r u a r y

C

D

W G

D E

F E

N S

E

S

U P

P L

Y

C

E N

T E

R

R

I C

H M

O N

D

O F

F I C

E

A

R E

A

R E

N O

V A

E

A

O

F

READY TO ADVERTISE

SHEET OF 89

C-503

C O

N S

T R

U C

T I O

N

D

E T

A I

M

C D

M

T N

S B

R

W

B

W

D

NO SCALE

A1

SECURITY FENCE

NO SCALE

NO SCALE

NO SCALE

NOTES:

FENCE LEGEND:

FE5 CHAIN-LINK SECURITY FENCE DETAIL

FASTENING DETAILS

BRACE RAIL CLAMP DETAILS

ROUND POST

H-BEAM

TENSION BAND DETAIL

END OR GATE POST DETAIL

TOP OR BRACE RAIL ATTACHMENT

ROUND POST

H-BEAM

LINE POST ATTACHMENTS

GROUNDING DETAIL

BRACE PANEL DETAIL

TRUSS ROD AND BAND

NO SCALE

USE FE5-TWB-84

x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

S D x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

S D x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

S D x

E x

E x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

IP

L O

D L O

D

L O

D L O

D

L O

D L O

D

L O

D L O

D L O

D L O

D

L O

D L O

D L O

D

L O

D L O

D L O

D

LOD

L O

D L O

D

LOD LOD

L O

D L O

D

LODLOD

X X

XX

X

X

X X

S F

S F

L O

D L O

D

L O

D L O

D

IP

IP

D

2 3

C

4 5

A

B

SHEET ID

M A

R K

D A

T E

D E

S C

R I P

T I O

N

A R

R

E

N G

I N

E E

R S

N O

R F

O L K

V

A

N O

R F

O

S

T R

I C

T

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

B E

R

L y n n h a v e n

R d

S u i

V i r g i n a c h

V

A

P h o n

F a

J O

B

N

O

J O

B

N

O

F I

M

E a c p s e r v e r r e s o u r c e s O

R F

P

R O

J U

S A

C E

N o r f o l k

R e n

B l d g

C

L o f

O f f i c e

A r e a

O n l y C

A D

B

I M

C

A D

C d w g

P

L O

T T

E D

W e d n e s d a y

F e b r u a r y

C

D

W G

D E

F E

N S

E

S

U P

P L

Y

C

E N

T E

R

R

I C

H M

O N

D

O F

F I C

E

A

R E

A

R E

N O

V A

E

A

O

F

READY TO ADVERTISE

SHEET OF 89

SHEET LEGEND

SCALE: 1" = 20'

0 20 40

KEYNOTES

INLET PROTECTION - DETAIL A4/C-501

SILT FENCE

1. BLOCK AND GRAVEL INLET PROTECTION. SEE DETAIL

C1/C-750.

2. SILT FENCE. SEE DETAIL C3/C-750.

3. DISTURBED PERVIOUS AREAS TO BE STABILIZED WITH

PERMANENT SEEDING. SEE DETAIL A1/C-751 FOR

DETAIL.

IP

SF

EROSION AND SEDIMENT CONTROL PLAN

SCALE: 1" = 20'

C-710

E R

O S

I O

N

A

D

I M

E N

T

C

O N

T R

O L

P

L

M

C D

M

T N

S B

R

W

B

W

D

C3

SILT FENCE

NO SCALE

C1

BLOCK AND GRAVEL INLET PROTECTION

D

2 3

C

4 5

A

B

SHEET ID

M A

R K

D A

T E

D E

S C

R I P

T I O

N

A R

R

E

N G

I N

E E

R S

N O

R F

O L K

V

A

N O

R F

O

S

T R

I C

T

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

B E

R

L y n n h a v e n

R d

S u i

V i r g i n a c h

V

A

P h o n

F a

J O

B

N

O

J O

B

N

O

F I

M

E a c p s e r v e r r e s o u r c e s O

R F

P

R O

J U

S A

C E

N o r f o l k

R e n

B l d g

C

L o f

O f f i c e

A r e a

O n l y C

A D

B

I M

C

A D

C d w g

P

L O

T T

E D

W e d n e s d a y

F e b r u a r y

C

D

W G

D E

F E

N S

E

S

U P

P L

Y

C

E N

T E

R

R

I C

H M

O N

D

O F

F I C

E

A

R E

A

R E

N O

V A

E

A

O

F

READY TO ADVERTISE

SHEET OF 89

C-750

E R

O S

I O

N

A

D

I M

E N

T

C

O N

T R

O L

D

E T

A I

M

C D

M

T N

S B

R

W

B

W

D

A1

PERMANENT SEEDING

D

2 3

C

4 5

A

B

SHEET ID

M A

R K

D A

T E

D E

S C

R I P

T I O

N

A R

R

E

N G

I N

E E

R S

N O

R F

O L K

V

A

N O

R F

O

S

T R

I C

T

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

B E

R

L y n n h a v e n

R d

S u i

V i r g i n a c h

V

A

P h o n

F a

J O

B

N

O

J O

B

N

O

F I

M

E a c p s e r v e r r e s o u r c e s O

R F

P

R O

J U

S A

C E

N o r f o l k

R e n

B l d g

C

L o f

O f f i c e

A r e a

O n l y C

A D

B

I M

C

A D

C d w g

P

L O

T T

E D

W e d n e s d a y

F e b r u a r y

C

D

W G

D E

F E

N S

E

S

U P

P L

Y

C

E N

T E

R

R

I C

H M

O N

D

O F

F I C

E

A

R E

A

R E

N O

V A

E

A

O

F

READY TO ADVERTISE

SHEET OF 89

C-751

E R

O S

I O

N

A

D

I M

E N

T

C

O N

T R

O L

D

E T

A I

M

C D

M

T N

S B

R

W

B

W

D

B

C

D

SHEET OF

SHEET ID

P a rk w a y L a n e S u it e

N o rc ro s s G

A

P h o n e

-7

F a x

-7

S

IZ

E

F

IL

E

N A

M E

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U N

B E

R

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K

Copyright © 2016 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

PHONE: (757) 474-0612 FAX: (757) 474-0919

VIRGINIA BEACH, VIRGINIA, 23464

748 LORD DUNMORE DRIVE, SUITE 101

NRW

CONSULTING STRUCTURAL ENGINEERS

S B

R

2−16−2018

/1

/2

:3 :5

A

M

S-001

READY TO ADVERTISE

15 89

G E

N E

R A

L N

O T

E S

R E

N O

V A

T E

A R

E A

C

L O

W R

O O

F O

F F

IC

E

A R

E A

D E

F E

N S

E S

U P

P L Y

C E

N T

E R

R

IC

H M

O N

D

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

N O

R F

O L K

D

IS

T R

I C T

N O

R F

O L

K V

A

J O

B N

O

K B

F

K B

F

M L M

/1

/1

W -1

-D

-0 -D

O

GENERAL:

1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE

INTERNATIONAL BUILDING CODE, 2012 EDITION, AS MODIFIED BY UFC 1-200-01, AND IN

ACCORDANCE WITH UFC 3-301-01 "STRUCTURAL ENGINEERING", DATED JUNE 2013.

2. ALL WORK SHALL COMPLY WITH THE CODES LISTED BELOW AND IN THE SPECIFICATIONS.

3. VERIFY ALL DRAWINGS FOR COORDINATION BETWEEN TRADES, LOCATE SLOTS, SLEEVES

AND TRENCHES AS REQUIRED FOR MECHANICAL TRADES. PROVIDE AND INSTALL ANCHORS,

INSERTS, HANGERS, ETC. AS REQUIRED FOR VARIOUS TRADES.

4. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, ETC., NECESSARY FOR

THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO

THE EXISTING STRUCTURE. MAKE ALL MEASUREMENTS NECESSARY PRIOR TO THE FABRICATION

AND ERECTION OF STRUCTURAL MEMBERS.

5. BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING STRUCTURE, BECOME

FAMILIAR WITH STRUCTURAL CONDITIONS OF THE EXISTING STRUCTURE. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY SAFEGUARDS, TO MAINTAIN ALL

PARTS OF THE STRUCTURE IN A SAFE CONDITION AT ALL TIMES DURING THE PROCESS OF

CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING BUILDING

WHICH ARE TO REMAIN.

6. SUBMIT SHOP DRAWINGS OF REINFORCEMENT DETAILS, STRUCTURAL STEEL, ETC. FOR

APPROVAL BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL CHECK ALL

DIMENSIONS AND ACCEPT FULL RESPONSIBILITY FOR DIMENSIONAL CORRECTNESS.

7. UNDER NO CIRCUMSTANCES SHALL REPRODUCTION OF CONTRACT DRAWINGS BE USED AS

SHOP DRAWINGS.

8. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE

STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE

BEEN COMPLETED.

9. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL

NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVE

LOADINGS USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE "DESIGN CRITERIA

NOTES" DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL ALL STRUCTURAL FRAMING IS

PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE.

10. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR

WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION OF JOB SITE INCLUDING

SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.

11. THE DUTY OF THE CONTRACTING OFFICER IN CONDUCTING CONSTRUCTION REVIEW OF

CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF ADEQUACY OF

CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.

12. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE

SPECIFICALLY DETAILED OR NOTED OTHERWISE.

13. STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL FRAMING. REFER TO

ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS

WHICH REQUIRE SPECIAL PROVISIONS DURING THE CONSTRUCTION OF THE STRUCTURAL

FRAME.

14. INFORM THE CONTRACTING OFFICER IN WRITING OF ANY DEVIATION FROM THE CONTRACT

DOCUMENTS. THE CONTRACTOR IS NOT RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE CONTRACTING OFFICER REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC. UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE CONTRACTING OFFICER OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE CONTRACTING OFFICER HAS GIVEN WRITTEN APPROVAL TO

THE SPECIFIC DEVIATION.

15. MECHANICAL UNITS AND LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE.

CONTRACTOR SHALL VERIFY LOCATIONS AND WEIGHTS SHOWN AND REPORT DISCREPANCIES TO

THE CONTRACTING OFFICER.

16. ALL DEMOLITION OPERATIONS SHALL BE CONDUCTED IN COMPLIANCE WITH LOCAL, STATE

AND FEDERAL REGULATIONS, AS SPECIFIED.

17. THESE PLANS DEPICT THE GENERAL INTENT OF DEMOLITION, WHICH IS REQUIRED FOR NEW

CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE DEMOLITION TO COINCIDE WITH THE

REQUIRED NEW CONSTRUCTION AND SHALL PROTECT ALL CONSTRUCTION WHICH IS TO REMAIN.

18. FOR SPECIAL INSPECTIONS REQUIREMENTS REFER TO SPECIFICATIONS, STATEMENT OF

SPECIAL INSPECTIONS AND SCHEDULE OF SPECIAL INSPECTIONS.

ANTI-TERRORISM FORCE PROTECTION:

1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE ATFP REQUIREMENTS IN

UFC 4-010-01, "DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS" DATED FEBRUARY

2012 WITH CHANGE1, DATED 1 OCTOBER 2013.

PERIMETER: CONTROLLED

BUILDING CATEGORY: INHABITED

LEVEL OF PROTECTION: VLLOP

SETBACK: 80 FEET

2. FRAMES AROUND GLAZED OPENINGS HAVE BEEN DESIGNED TO RESIST BLAST PRESSURE

ON THE GLAZED AREA WITH THE SETBACK INDICATED TO PARKING OR ROADWAYS.

3. EXTERIOR DOORS 100A AND 107A (REFER TO ARCH. DWGS. FOR DOOR LOCATIONS) AND

ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO MEET THE MINIMUM ANTITERRORISM

PERFORMANCE AS SPECIFIED IN THE SPECIFICATIONS. FOR DOOR AND WINDOW SIZES AND

TYPES REFER TO ARCHITECTURAL DRAWINGS.

GENERAL NOTES:

FOUNDATION:

1. FOUNDATIONS FOR THIS STRUCTURE HAVE BEEN DESIGNED IN WITH AN ASSUMED DESIGN

BEARING PRESSURE OF 2000 P.S.F.

2. PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS SHALL BE

INSPECTED BY THE GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN BEARING PRESSURE AND

THAT THE SETTLEMENTS ARE WITHIN GENERALLY ACCEPTED TOLERABLE LIMITS. THE

GEOTECHNICAL ENGINEER WILL PROVIDE DIRECTION FOR CORRECTIVE ACTION WHERE

REQUIRED.

3. DO NOT INSTALL FOUNDATION WORK UNTIL IT HAS BEEN COORDINATED WITH ADJACENT

UNDERGROUND UTILITIES, ETC. FOOTINGS SHALL BE LOWERED WHERE REQUIRED.

4. DO NOT PUT IN UNBALANCED BACKFILL AGAINST FOUNDATION WALLS UNLESS WALLS ARE

SECURELY BRACED AGAINST OVERTURNING.

5. FROST LINE DEPTH IS 18" BELOW GRADE. BOTTOM OF EXTERIOR FOUNDATIONS SHALL

BEAR A MINIMUM OF 18" BELOW FINAL GRADE. LOWER FOOTINGS AS REQUIRED TO MAINTAIN

COVERAGE.

CAST IN PLACE CONCRETE:

1. CAST IN PLACE CONCRETE SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI- 318-11), COMMENTARY, (ACI-318R-11), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE

FOR BUILDINGS (ACI 301).

2. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE CONCRETE HAVING A MINIMUM

COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS:

A) ALL CONCRETE (UNLESS OTHERWISE NOTED) 3,500 PSI

B) CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED.

3. ALL REINFORCING SHALL BE AS FOLLOWS:

A) REINFORCING BARS - ASTM A-615, GRADE 60

B) WELDED WIRE FABRIC - ASTM A-1064 FLAT SHEET TYPE, ROLL TYPE NOT ACCEPTABLE.

4. WELDED WIRE FABRIC SHALL BE PROPERLY SUPPORTED PRIOR TO PLACING CONCRETE.

HOOKING OF FABRIC IS NOT PERMITTED.

5. UNLESS OTHERWISE NOTED, REINFORCING STEEL MARKED CONTINUOUS (CONT.) SHALL BE

LAPPED PER THE REINFORCING LAP SCHEDULE.

6. HOLD ALL REINFORCING STEEL SECURELY IN PLACE TO PREVENT DISLOCATION DURING

THE POURING OPERATION. SUPPORT SLAB REINFORCING BARS ON HIGH CHAIRS AND BAR

SPACERS OF SUITABLE DESIGN, OR CONCRETE BLOCKS HAVING THE SAME MINIMUM

COMPRESSIVE STRENGTH OF THE CONCRETE SLAB.

7. DETAILING OF ALL CONCRETE STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH

THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES

(ACI-315).

8. DO NOT PLACE CONCRETE UNTIL ALL EMBEDDED WORK HAS BEEN INSTALLED, TESTED AND

INSPECTED.

9. EXCEPT AS OTHERWISE SHOWN MINIMUM PROTECTION (CONCRETE COVER) FOR

REINFORCING STEEL SHALL BE AS FOLLOWS:

CONCRETE SURFACES CAST AGAINST SOIL: 3"

CONCRETE SURFACES EXPOSED TO EARTH OR WEATHER:

1-1/2" FOR #5 BARS AND SMALLER; 2" FOR #6 BARS AND LARGER

INTERIOR CONCRETE SURFACES:

3/4" FOR SLABS; 1-1/2" FOR BEAMS & COLUMNS

CONCRETE MASONRY:

1. MASONRY CONSTRUCTION SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE

"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-11)" AND "BUILDING

CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530.1-11).

2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE MADE WITH

LIGHTWEIGHT AGGREGATE. THE COMPRESSIVE STRENGTH OF MASONRY, F'm, EXPRESSED AS

FORCE PER UNIT OF NET CROSS-SECTIONAL AREA, SHALL BE 1,500 PSI AT 28 DAYS.

3. MORTAR SHALL CONFORM TO ASTM C270, TYPE S OR M. USE TYPE M BELOW GRADE AND

TYPE S ABOVE GRADE UNLESS ALL CELLS ARE GROUTED SOLID. AGGREGATE SHALL COMPLY

WITH ASTM C144.

4. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE

STRENGTH OF 2,500 PSI. SLUMP AT POINT OF PLACEMENT SHALL BE BETWEEN 8 AND 11 INCHES.

5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. SHOP FABRICATED

BARS SHOWN TO BE BENT OR HOOKED. BARS SHALL BE LAPPED AS FOLLOWS: #4-20", #5-30", # 6-54", #7-63", #8-72", #9-81".

6. REBAR DOWELS SHALL BE THE SAME SIZE AND SPACING AS VERTICAL REINFORCING FROM

FOUNDATION. DOWELS SHALL HAVE STANDARD ACI HOOKS.

7. PROVIDE BAR POSITIONERS FOR VERTICAL REINFORCING AT A MAXIMUM SPACING OF 200

BAR DIAMETERS, AT GROUT LIFT HEIGHTS, OR BAR SPLICE LOCATIONS, WHICHEVER IS LESS.

8. GROUTING SHALL BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE SO AS TO FORM A KEY

AT THE POUR JOINT.

9. ALL BOLTS, ANCHORS, ETC. PLACED IN THE WALL, SHALL BE GROUTED SOLID INTO

POSITION.

10. SUBMIT SHOP DRAWINGS FOR APPROVAL DETAILING ALL CMU, REINFORCING, AND LINTELS.

STRUCTURAL STEEL:

1. STRUCTURAL STEEL SHALL COMPLY WITH THE FOURTEENTH EDITION OF THE AMERICAN

INSTITUTE OF STEEL CONSTRUCTION (AISC 360-10) "STEEL CONSTRUCTION MANUAL" - ALLOWABLE

STRESS DESIGN.

2. WELDING SHALL COMPLY WITH THE "STRUCTURAL WELDING CODE - STEEL" (AWS D1.1). WELD ELECTRODES SHALL BE E70XX. UNLESS OTHERWISE NOTED, MINIMUM WELD SIZE SHALL BE 3/16"

CONTINUOUS FILLET WELDS

3. REFER TO THE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS

FOR ADDITIONAL STEEL (IF ANY) NOT SHOWN ON THE STRUCTURAL DRAWINGS.

POST-INSTALLED ANCHORS:

1. POST-INSTALLED ANCHORS SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI- 318-11). PRODUCT SHALL HAVE AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING

CODE.

2. PROVIDE ANCHORS OF SIZE AND SPACE AS INDICATED.

3. ANCHOR CAPACITY IS DEPENDENT ON SPACING BETWEEN ADJACENT ANCHORS AND

PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH

SPACING AND EDGE DISTANCES INDICATED IN THE DRAWINGS.

4. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR

PACKAGING.

5. DRILL CORRECT HOLE SIZES FOR MECHANICAL ANCHORS WITH CARBIDE-TIPPED DRILL BITS

MEETING THE DIAMETER REQUIREMENTS OF ANSI B212.15.

6. DRILL HOLES WITH A HAMMER DRILL UNLESS OTHERWISE NOTED.

7. DO NOT DISTURB OR APPLY LOAD TO ADHESIVE ANCHORS PRIOR TO FULL CURE OF THE

ADHESIVE.

STEEL DECK:

1. STEEL DECK SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN IRON AND STEEL

INSTITUTE (AISI), “SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL STEEL MEMBERS” AND THE STEEL DECK INSTITUTE (SDI) “DESIGN MANUAL FOR COMPOSITE DECKS, FORM

DECKS AND ROOF DECKS”.

2. ATTACH ROOF DECK TO SUPPORTS WITH #12 SELF TAPPING HEX HEAD SCREWS IN ALL RIBS

WHERE SIDELAPS OCCUR AND AT 12 INCHES ON CENTER ALONG SUPPORTS. FASTEN ADJACENT

DECK UNITS ALONG SIDELAPS WITH #10 SELF TAPPING HEX HEAD SCREWS AT 1/4 POINTS BETWEEN

SUPPORTS. FASTEN EDGEMOST DECK PANEL TO SUPPORTS WITH #12 SELF TAPPING HEX HEAD

SCREWS AT SAME SPACING AS SIDELAP FASTENERS. INSTALL SCREW FASTENERS IN ACCORDANCE

WITH THE MANUFACTURER’S RECOMMENDATIONS. PROVIDE EQUIVALENT LOAD VALUES SHOWING

THE MECHANICAL FASTENERS MEET OR EXCEED THE PROVIDED LOAD CRITERIA. FASTENERS SHALL BE SDI LISTED FOR DIAPHRAGM DESIGN AND WIND UPLIFT, AND FM LISTED FOR FIRE RESISTANCE

AND WIND UPLIFT. FASTENERS SHALL BE RECOGNIZED BY ICC-ES FOR DIAPHRAGM SHEAR

STRENGTH IN ACCORDANCE WITH THE LATEST VERSION OF ICC-ES AC43.

3. SPAN DECK PERPENDICULAR TO SUPPORTS, CONTINUOUS OVER A MINIMUM OF THREE SPANS.

PROVIDE FULL SHEETS ON EDGES OF DIAPHRAGMS.

4. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, “STRUCTURAL WELDING CODE - SHEET

STEEL”. FIELD WELDS SHALL BE WIRE BRUSHED AND PAINTED WITH RICH ZINC PAINT.

5. PROVIDE SUPPORTS ON ALL SIDES OF DECK OPENINGS MEASURING GREATER THAN 12” ON ANY SIDE OF OPENING. SPAN SUPPORTS BETWEEN ADJACENT BEAMS OR JOISTS ON TWO SIDES. UNLESS OTHERWISE NOTED USE L4X4X1/4. COORDINATE OPENING SIZES, LOCATIONS, AND DETAILS WITH

ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.

6. DO NOT HANG OR SUPPORT ANY PERMANENT LOADS FROM METAL ROOF DECK.

7. DURING STEEL DECK ERECTION DISTRIBUTE CONSTRUCTION LOADS TO PREVENT DAMAGE TO

DECK. CONCENTRATED CONSTRUCTION LOADS OF 150 POUNDS OR LESS DISTRIBUTED OVER A 1’-0”

WIDE SECTION OF DECK SHALL NOT REQUIRE ANY FURTHER DISTRIBUTION. USE WORKING

PLATFORMS FOR CONCENTRATED LOADS OF OVER 150 POUNDS, SUCH THAT THE RESULTING

UNIFORM CONSTRUCTION LOAD ON THE DECK DOES NOT EXCEED 50 PSF.

W -1

-B

-0

INTERPOLATE BETWEEN AREAS INDICATED. CORNER ZONE 'X' EQUAL 3.5 FEET.

REFER TO SKETCH BELOW FOR ZONE DEFINITIONS.

AREA

(SF)

A<10

A≥100

ROOF ZONES WALL ZONES

COMPONENTS AND CLADDING WIND PRESSURES (ASD LEVEL)

+10.0 -17.3

+10.0 -15.8

+10.0 -29.0

+10.0 -18.8

+10.0 -43.7

+10.0 -18.8

+15.8 -17.1

+13.5 -14.8

+15.8 -21.1

+13.5 -16.4

ZONES

W A

L L

Z O

N E

W A

L L

Z O

N E

W A

L L

Z O

N E

PLAN VIEW

WALL

ZONE

WALL

ZONE

WALL ZONE

'X

'X' 'X'

ARCH. ARCHITECT, ARCHITECTURAL

BLDG. BUILDING

BOTT. BOTTOM

C.M.U. CONCRETE MASONRY UNIT

C.J. CONTROL JOINT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

CW CURTAIN WALL

DIA. DIAMETER

DIAG. DIAGONAL

DWG. DRAWING

E.F. EACH FACE

ELEV. ELEVATION

EXIST. EXISTING

EXP. EXPANSION

FOUND. FOUNDATION

FNDN. FOUNDATION

F.O. FACE OF

F.O. FACE OF BRICK

FTG. FOOTING

GALV. GALVANIZED

HORIZ. HORIZONTAL

INSUL. INSULATION

JT. JOINT

L ANGLE

STRUCTURAL ABBREVIATIONS LIST

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MECH. MECHANICAL

OPP. OPPOSITE

P.S.I. POUNDS PER SQUARE INCH

P.J.F. PRE-MOLDED JOINT FILLER

P.S.F. POUNDS PER SQUARE FOOT

REF. REFERENCE

REINF. REINFORCE,REINFORCING

REQ'D. REQUIRED

SCHED. SCHEDULE

SECT. SECTION

SHT. SHEET

SPECS. SPECIFICATIONS

STL. STEEL

T.O. TOP OF

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

VERT. VERTICAL

W.W.F. WELDED WIRE FABRIC

W/ WITH

W/O WITHOUT

C.L. CENTERLINE

PL. PLATE

O.C. ON CENTER

Ø DIAMETER

° DEGREES

± PLUS OR MINUS

NOT TO SCALE

TYPICAL EXTERIOR EQUIPMENT PAD DETAIL

MECHANICAL UNIT,

REFER TO MECH. DWGS. 1" CHAMFER

AT PERIMETER

COORDINATE SIZE OF PAD WITH DIMENSIONS

OF MECHANICAL EQUIPMENT.

FINISHED

GRADE

3,500 PSI CONCRETE (AIR

ENTRAINED) EQUIPMENT PAD

AT NEW MECH. UNIT. REINF.

W/ 6x6-W2.9xW2.9 WELDED

WIRE MESH PLACED 1-1/2"

FROM TOP OF SLAB.

8"

TYP.

NOT TO SCALE

TYPICAL HOUSEKEEPING PAD ON EXISTING SLAB DETAIL

8"

TYP.

EXISTING

SLAB ON

GRADE.

MECHANICAL UNIT,

REFER TO MECH. DWGS. 1" CHAMFER

AT PERIMETER

ROUGHEN EXISTING SLAB

SURFACE TO 1/4" AMPLITUDE

BETWEEN NEW AND EXISTING

CONCRETE. CLEAN AND APPLY

EPOXY BONDING COMPOUND

JUST PRIOR TO POURING NEW

CONCRETE.

COORDINATE SIZE OF PAD WITH

DIMENSIONS OF MECHANICAL EQUIPMENT.

3,500 PSI CONCRETE (AIR

ENTRAINED) EQUIPMENT PAD

AT NEW MECH. UNIT. REINF.

W/ 6x6-W2.9xW2.9 WELDED

WIRE MESH PLACED 1-1/2"

FROM TOP OF SLAB.

1 2 3 4 5

A

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SHEET ID

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Copyright © 2016 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.

PHONE: (757) 474-0612 FAX: (757) 474-0919

VIRGINIA BEACH, VIRGINIA, 23464

748 LORD DUNMORE DRIVE, SUITE 101

NRW

CONSULTING STRUCTURAL ENGINEERS

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2−16−2018

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READY TO ADVERTISE

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GENERAL NOTES (CONTINUED):

DESIGN CRITERIA:

1. LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS:

2. UNIFORM LIVE LOADS:

ROOF 20 PSF

3. ROOF SNOW LOADS:

GROUND SNOW LOAD Pg = 20 PSF SNOW EXPOSURE FACTOR Ce = 1.0

SNOW LOAD IMPORTANCE FACTOR I =1.0

THERMAL FACTOR Ct=1.0 FLAT ROOF SNOW LOAD: Pf = 20 PSF

SNOW DRIFT LOADS:

BALANCED SNOW LOAD: Ps = 14.0 PSF

DRIFT SURCHARGE: 54.6 PSF

DRIFT WIDTH: 13.2 FT

4. WIND LOADS:

RISK CATEGORY = II

ULTIMATE WIND SPEED = 115 MPH

NOMINAL WIND SPEED (ASD) = 89 MPH

EXPOSURE CATEGORY (MAIN WINDFORCE-RESISTING SYSTEM): C

EXPOSURE CATEGORY (COMPONENTS AND CLADDING): C

INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (ENCLOSED)

COMPONENTS AND CLADDING: WIND PRESSURE TO BE USED FOR DESIGN OF EXTERIOR

COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY DESIGNED ON THESE

DRAWINGS SHALL BE PER TABLE BELOW:

5. SEISMIC LOADS:

RISK CATEGORY II

IMPORTANCE FACTOR I = 1.0

Ss = .19g S1 = .06g

SOIL SITE CLASS D (ASSUMED)

Sds = .203g Sd1 = .096g

SEISMIC DESIGN CATEGORY B

SEISMIC BRACING OF MECHANICAL AND

ELECTRICAL COMPONENTS ARE EXEMPT

LIGHTGAGE STEEL FRAMING:

1. ALL LIGHT GAGE FRAMING SHALL CONFORM TO THE AMERICAN IRON AND STEEL INSTITUTE (AISI) “SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS” LATEST EDITION.

2. DESIGN FRAMING MEMBERS FOR THE LOADS INDICATED IN THE DESIGN CRITERIA NOTES. APPLY ALL APPLICABLE FACTORS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF VIRGINIA FOR THE DESIGN OF THE LIGHTGAGE METAL FRAMING, INCLUDING DESIGN LOADS AND REACTIONS APPLIED TO THE SUPPORTING STRUCTURE.

3. DESIGN LIGHTGAGE FRAMING CONNECTIONS TO THE STRUCTURE FOR ALL FRAMING CONDITIONS, INCLUDING WALLS, CORNERS, HEADERS, AND JAMBS. THE CONTRACTOR SHALL COORDINATE ALL

CONDITIONS AND DETAILS REQUIRED.

4. UNLESS OTHERWISE NOTED, GALVANIZE ALL STUDS.

5. ALL GALVANIZED STUDS 16 GAGE AND HEAVIER SHALL BE FORMED FROM STEEL CORRESPONDING TO

THE REQUIREMENTS OF ASTM A653, GRADE 50, WITH MINIMUM YIELD OF 50,000 PSI.

6. ALL GALVANIZED STUDS LIGHTER THAN 18 GAGE AND…