1387235dwg01of01.pdf

PDF 31 MB Posted Dec 21, 2020

Attached to: P698 Design-Bid-Build Physical Security Building Addition, NAS Oceana, Dam Neck Annex
Solicitation number: N4008521R1210
Issued by: Department of the Navy Naval Facilities Engineering Command

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Other files

File	Type	Posted
Amendment0008_21R1210.pdf	PDF	Jan 28, 2021
Amendment0007_21R1210.pdf	PDF	Jan 27, 2021
Revised Price Proposal Form.pdf	PDF	Jan 27, 2021
REVISED 23 81 00.pdf	PDF	Jan 26, 2021
Amendment0006_21R1210.pdf	PDF	Jan 26, 2021
Amendment0005_21R1210.pdf	PDF	Jan 25, 2021
Amendment0004_21R1210.pdf	PDF	Jan 14, 2021
Amendment0003_21R1210.pdf	PDF	Jan 13, 2021
21R1210 Amendment 0002.pdf	PDF	Dec 30, 2020
General Requirements (Rev2).pdf	PDF	Dec 30, 2020
21R1210 Amendment 0001.pdf	PDF	Dec 22, 2020
General Requirements (Rev1).pdf	PDF	Dec 22, 2020
Attachment C_BASE ACCESS INSTRUCTION.pdf	PDF	Dec 21, 2020
General Requirements.pdf	PDF	Dec 21, 2020
Attachment G_Price Proposal Form.docx	DOCX document	Dec 21, 2020
Attachment F_BLANK DEVGRU SPREADSHEET.xls	XLS spreadsheet	Dec 21, 2020
1387235spc01of01.pdf	PDF	Dec 21, 2020
Attachment B_Pre-Proposal Inquiry (PPI) Form.xlsx	XLSX spreadsheet	Dec 21, 2020
Attachment E_BLANK SPONSOR VERIFICATION SPREADSHEET.xls	XLS spreadsheet	Dec 21, 2020
Attachment D- SECNAV 5512-1 Form.pdf	PDF	Dec 21, 2020

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NAS OCEANA

DAM NECK

ANNEX

VIRGINI

A BEA

CH BL

INTERSTATE 264

DAM NECK ROAD

O O

PAC

IFIC

AVE

PROJECT SITE

MAIN GATE

DAM NECK

ROAD

NAVAL AIR STATION OCEANA, DAM NECK ANNEX VIRGINIA BEACH, VIRGINIA

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G C

O M

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C O

M M

N O

, V

AS NOTED

G-001

P -Q

S O

F P

H Y

A L

S E

C U

12801961

TE AF

10/06/2020

APPROVED BY JOHN TAYLOR WITH

NSWDG, VIA EMAIL

JB/JH

1387235

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C I C

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DJD

DSN

10/09/2020

P-Q698 SOF PHYSICAL SECURITY

BUILDING ADDITION

VICINITY MAP LOCATION MAP

NORTH NORTH

(NOT TO SCALE) (NOT TO SCALE)

PREFINAL SUBMITTAL

NAVAL SPECIAL WARFARE DEVELOPMENT GROUP (NSWDG)

EPROJECTS WORK ORDER NUMBER: 1387235

I G

IV R

FOHT

M N

TH I ECRC

A T

NO. 013034

CLAY C. DILLS

S C

I O N

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G C

O M

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C O

M M

N O

, V

AS NOTED

G-002

P -Q

S O

F P

H Y

A L

S E

C U

12801962

TE AF

10/06/2020

APPROVED BY JOHN TAYLOR WITH

NSWDG, VIA EMAIL

JB/JH

1387235

, V

X M

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C I C

O R

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DJD

DSN

10/09/2020

SHEET INDEX

SHEET NO.

NAVFAC DWG. NO. SHEET TITLENO. SHEET

63 A-702 12802023 SECURITY CAGE ELEVATIONS & SIGNAGE DETAILS

INTERIORS

64 I-101 12802024 FF&E FLOOR PLAN

FIRE PROTECTION

65 FA001 12802025 FIRE ALARM GENERAL NOTES AND LEGEND

66 FD101 12802026 FIRE ALARM DEMOLITION

67 FA101 12802027 FIRE ALARM FLOOR PLAN

68 FA501 12802028 FIRE ALARM DETAILS

69 FA502 12802029 FIRE ALARM MOUNTING DETAILS

PLUMBING

70 P-001 12802030 LEGEND AND ABBREVIATIONS

71 PD101 12802031 FLOOR PLAN SANITARY - DEMOLITION

72 PD102 12802032 FLOOR PLAN DOMESTIC WATER - DEMOLITION

73 P-101 12802033 FLOOR PLAN SANITARY - NEW WORK

74 P-102 12802034 FLOOR PLAN DOMESTIC WATER - NEW WORK

75 P-501 12802035 DETAILS

76 P-601 12802036 PLUMBING RISER

MECHANICAL

77 M-001 12802037 LEGEND AND ABBREVIATIONS

78 MD101 12802038 FLOOR PLAN - DEMOLITION

79 M-101 12802039 FLOOR PLAN - NEW WORK DUCTWORK

80 M-102 12802040 FLOOR PLAN - NEW WORK VENTILATION

81 M-103 12802041 FLOOR PLAN - NEW WORK PIPING

82 M-401 12802042 ENLARGED PLAN & SECTION

83 M-501 12802043 DETAILS

84 M-502 12802044 DETAILS

85 M-503 12802045 DETAILS

86 M-504 12802046 DETAILS

87 M-601 12802047 SCHEDULES

88 M-602 12802048 SCHEDULES

89 M-701 12802049 SEQUENCE OF OPERATIONS

90 M-702 12802050 SEQUENCE OF OPERATIONS

91 M-703 12802051 SEQUENCE OF OPERATIONS

92 M-704 12802052 SEQUENCE OF OPERATIONS

93 M-705 12802053 SEQUENCE OF OPERATIONS

ELECTRICAL

94 E-001 12802054 LEGEND AND ABBREVIATIONS

95 ES101 12802055 ELECTRICAL SITE PLAN - DEMOLITION

96 ES102 12802056 ELECTRICAL SITE PLAN - NEW WORK

97 ED101 12802057 LIGHTING AND POWER FLOOR PLAN - DEMOLITION

98 E-101 12802058 LIGHTING PLAN - NEW WORK

99 E-102 12802059 POWER PLAN - NEW WORK

100 E-103 12802060 HVAC POWER PLAN - NEW WORK

101 E-104 12802061 LIGHTNING PROTECTION PLAN - NEW WORK

102 E-401 12802062 ENLARGED POWER PLAN - NEW WORK

103 E-501 12802063 LIGHTING FIXTURE SCHEDULE AND DETAILS

104 E-502 12802064 LIGHTING FIXTURE DETAILS

105 E-503 12802065 LIGHTNING PROTECTION SYSTEM DETAILS

106 E-504 12802066 ELECTRICAL AND GROUNDING DETAILS

107 E-601 12802067 POWER RISER AND GROUNDING SCHEMATIC DIAGRAMS

108 E-602 12802068 LIGHTING CONTROL DIAGRAMS

109 E-603 12802069 PANELBOARD SCHEDULES

110 E-604 12802070 PANELBOARD SCHEDULES

TELECOM

111 T-001 12802071 LEGEND AND ABBREVIATIONS

112 TS101 12802072 TELECOMMUNICATIONS SITE PLAN - DEMOLITION

113 TS102 12802073 TELECOMMUNICATIONS SITE PLAN - DEMOLITION

114 TS103 12802074 TELECOMMUNICATIONS SITE PLAN - NEW WORK

115 TS104 12802075 TELECOMMUNICATIONS SITE PLAN - NEW WORK

116 TD101 12802076 TELECOMMUNICATIONS FLOOR PLAN - DEMOLITION

117 T-101 12802077 TELECOMMUNICATIONS FLOOR PLAN - NEW WORK

118 TY102 12802078 ELECTRONIC SECURITY SYSTEM (ESS) PLAN - NEW WORK

119 TA103 12802079 AV FLOOR PLAN

120 TA201 12802080 AV ELEVATIONS

121 T-401 12802081 PART PLANS

122 TA402 12802082 AV PART PLAN - TRAINING ROOM

123 TS501 12802083 COMMUNICATIONS MANHOLE AND HANDHOLE FOLD-OUTS - EXISTING

124 TS502 12802084 COMMUNICATIONS MANHOLE AND HANDHOLE FOLD-OUTS - NEW WORK

125 T-501 12802085 DETAILS

126 T-502 12802086 DETAILS

127 TA503 12802087 AV SYSTEM ONE-LINE DIAGRAM

128 TY504 12802088 ELECTRONIC SECURITY SYSTEM (ESS) DETAILS

129 T-601 12802089 TELECOMMUNICATIONS RISER DIAGRAM

130 T-602 12802090 TELECOMMUNICATIONS GROUNDING SCHEMATIC DIAGRAM

SHEET NO.

NAVFAC DWG. NO. SHEET TITLENO. SHEET

GENERAL

1 G-001 12801961 COVER SHEET

2 G-002 12801962 DRAWING INDEX

LIFE SAFETY

3 GI001 12801963 LIFE SAFETY GENERAL NOTES AND LEGEND

4 GI002 12801964 FIRE PROTECTION SITE COMPLIANCE PLAN

5 GI101 12801965 LIFE SAFETY FLOOR PLAN

HAZMAT

6 HM001 12801966 HAZMAT GENERAL NOTES AND PHOTOGRAPHS

GEOTECH

7 B-001 12801967 SOIL BORING LOGS - LEGEND, NOTES AND TEST RESULTS

8 B-101 12801968 SOIL BORING LOGS

CIVIL

9 C-001 12801969 LEGEND AND NOTES

10 C-002 12801970 EXISTING UTILITY SCHEDULES AND NOTES

11 CV-101 12801971 EXISTING CONDITIONS PLAN AND CLEAR ZONE

12 CD101 12801972 DEMOLITION AND EROSION CONTROL PLAN

13 CS101 12801973 SITE IMPROVEMENT PLAN

14 CG101 12801974 GRADING, DRAINAGE AND EROSION CONTROL PLAN

15 C-501 12801975 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES

16 C-502 12801976 DETAILS

17 C-503 12801977 DETAILS

18 C-504 12801978 DETAILS

19 C-505 12801979 SECURITY FENCE DETAILS

LANDSCAPE

20 L-101 12801980 LANDSCAPE SITE IMPROVEMENTS PLAN

21 L-102 12801981 LANDSCAPE PLANTING PLAN

22 L-501 12801982 SITE IMPROVEMENTS DETAILS

23 L-502 12801983 PLANTING DETAILS

STRUCTURAL

24 S-001 12801984 STRUCTURAL NOTES

25 S-002 12801985 STRUCTURAL NOTES AND ABBREVIATIONS

26 S-100 12801986 DIMENSION PLAN

27 S-101 12801987 FOUNDATION PLAN

28 S-111 12801988 ROOF FRAMING PLAN

29 S-301 12801989 FOUNDATION SECTIONS

30 S-302 12801990 FOUNDATION SECTIONS

31 S-311 12801991 FRAMING SECTIONS

32 S-312 12801992 FRAMING SECTIONS

33 S-501 12801993 TYPICAL DETAILS

34 S-511 12801994 TYPICAL DETAILS

35 S-512 12801995 TYPICAL DETAILS

ARCHITECTURAL

36 A-001 12801996 PARTITION TYPES, ABBREVIATIONS, SYMBOLS AND LEGENDS

37 AD101 12801997 FLOOR PLAN - DEMOLITION

38 AD102 12801998 REFLECTED CEILING PLAN - DEMOLITION

39 AD103 12801999 ROOF PLAN - DEMOLITION

40 AD201 12802000 BUILDING ELEVATIONS - DEMOLITION

41 A-101 12802001 FLOOR PLAN - NEW WORK

42 A-102 12802002 REFLECTED CEILING PLAN - NEW WORK

43 A-103 12802003 PARTITION PLAN - NEW WORK

44 A-104 12802004 ROOF PLAN - NEW WORK

45 A-201 12802005 BUILDING ELEVATIONS - NEW WORK

46 A-301 12802006 BUILDING SECTIONS

47 A-302 12802007 BUILDING SECTIONS

48 A-303 12802008 WALL SECTIONS

49 A-304 12802009 WALL SECTIONS

50 A-305 12802010 WALL SECTIONS

51 A-306 12802011 WALL SECTIONS

52 A-401 12802012 ENLARGED PLANS AND DETAILS

53 A-501 12802013 COLUMN DETAILS

54 A-502 12802014 DETAILS

55 A-503 12802015 DETAILS

56 A-504 12802016 DETAILS

57 A-601 12802017 DOOR SCHEDULE, STOREFRONT ELEVATIONS AND DETAILS

58 A-602 12802018 DOOR DETAILS

59 A-603 12802019 DOOR AND TRANSITION DETAILS

60 A-604 12802020 FINISH AND COLOR SCHEDULE

61 A-605 12802021 SIGNAGE PLAN, SCHEDULE AND DETAILS

62 A-701 12802022 TOILET ELEVATIONS, CASEWORK ELEVATIONS AND DETAILS

GENERAL PROJECT NOTES

1 WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION

REQUIRED BY THESE DOCUMENTS. REPAIR THE DAMAGED ITEM(S)

WITH MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE

AND COLOR.

2 FIELD VERIFY EXISTING DIMENSIONS, PRIOR TO ORDERING

MATERIALS OR BEGINNING DEMOLITION.

3 ALL ITEMS NOT SHOWING AS "EXISTING" MUST BE PROVIDED AND

INSTALLED UNDER THE REQUIREMENTS OF THIS CONTRACT.

4 COORDINATE LAY DOWN AREA WITH THE CONTRACTING OFFICER

PRIOR TO THE PRECONSTRUCTION MEETING. THE ALLOWABLE

AREA SIZE MUST BE ESTABLISHED BY THE CONTRACTING

OFFICER.

5 MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO

BE PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL

BE ACCEPTABLE PROVIDED THEY MATCH THE COLOR, FINISHES,

TEXTURES AND PATTERNS OF THE MANUFACTURER LISTED, AND

MEET THE TECHNICAL REQUIREMENTS OF THE SPECIFICATIONS.

6 OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY

REQUIREMENTS AS DIRECTED BY THE CONTRACTING OFFICER.

7 CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS

WHICH WILL REMAIN OPERATIONAL. AVOID INTERFERENCE WITH

THE OPERATIONAL WORK ROUTINE.

8 ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR

SPECIFICATIONS MUST BE SUBMITTED TO THE CONTRACTING

OFFICER FOR APPROVAL PRIOR TO COMMENCEMENT OF RELATED

WORK.

1. ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF

OFF SITE UNLESS OTHERWISE NOTED.

2 ALL MATERIALS MUST BE NEW AND PROVIDED BY THE

CONTRACTOR UNLESS SPECIFICALLY NOTED AS EXISTING OR AS

PROVIDED BY THE GOVERNMENT.

3 ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN

DETAILS AND SECTIONS MUST BE CONTINUOUS UNLESS

SPECIFICALLY NOTED OTHERWISE.

4 VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO

PROCEEDING WITH THE WORK. DIMENSIONS FOR EXISTING WORK

ARE INDICATED AS "±". ALL DISCREPANCIES MUST BE BROUGHT

IN WRITING TO THE IMMEDIATE ATTENTION OF THE CONTRACTING

OFFICER.

5 DEMOLITION OF PLUMBING, MECHANICAL AND ELECTRICAL ITEMS

INDICATED ON THE ARCHITECTURAL DRAWINGS IS NOT INTENDED

TO INCLUDE ALL NECESSARY DEMOLITION WORK FOR THESE ITEMS.

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DEMOLITION

DRAWINGS FOR ADDITIONAL INFORMATION.

6 DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF STUD,

FACE OF MASONRY OR FACE OF EXISTING SURFACES UNLESS

OTHERWISE NOTED.

7 STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH

OTHER, AND AT ONCE, REPORT TO THE CONTRACTING OFFICER

ANY ERRORS AND INCONSISTENCIES OR OMISSIONS DISCOVERED.

ANY CONSTRUCTION ACTIVITY PERFORMED KNOWING IT INVOLVES A

RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE

CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE

CONTRACTING OFFICER, THE CONTRACTOR WILL ASSUME

RESPONSIBILITY FOR SUCH PERFORMANCE AND WILL BEAR THE

AMOUNT OF THE COST OF THE CONSTRUCTION.

GENERAL SHEET NOTES I

IV R

FOHT

M N

TH I ECRC

A T

NO. 013034

CLAY C. DILLS

S C

I O N

TD = XX FT

CPT = XX FT

XXX

LEGENDAPPLICABLE BUILDING CODES

USE GROUP/OCCUPANCY

FIRE PROTECTION SYSTEMS

CONSTRUCTION TYPE

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

INTERIOR FIRE RESISTANCE REQUIREMENTS

INTERIOR FINISH CLASSIFICATION

TRAVEL DISTANCES

CAPACITY OF EXITS

ADDITIONAL LIFE SAFETY CRITERIA

MEANS OF EGRESS

ALLOWABLE AREA & HEIGHT

ACTUAL AREA & HEIGHT

EXTERIOR WALLS

REQUIRED EGRESS CAPACITY

PROVIDED EGRESS CAPACITY

TOTAL AREA OF OCCUPANCY CLASS (SQ.FT.)

OCCUPANT LOAD (SQ.FT/PERSON)

NUMBER OF OCCUPANTS

TRAVEL DISTANCE

COMMON PATH OF TRAVEL DISTANCE

1-HR FIRE BARRER

1. IBC INTERNATIONAL BUILDING CODE, 2018

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019

NFPA 70 NATIONAL ELECTRIC CODE, 2017

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2019

NFPA 101 LIFE SAFETY CODE, 2018 (LSC)

UFAS UNIFORM FEDERAL ACCESSIBILITY STANDARDS

ABA ARCHITECTURAL BARRIERS ACT

B (IBC 304.1) / BUSINESS (LSC CHAPTER 38)

S-1 (IBC 311.2) / STORAGE (LSC CHAPTER 42}

FIRE ALARM MASS NOTIFICATION SYSTEM

BUILDING IS NOT SPRINKLERED

BUILDING P-Q698 TYPE II-B

BASED ON B USE GROUP

ALLOWABLE FLOOR AREA B / S-1 (IBC TABLE 506.2 ): 23,000 SF / 17,500 SF

ALLOWABLE STORIES FOR B / S-1 (IBC TABLE 504.4): 3-STORIES / 2 STORIES

ALLOWABLE HEIGHT FOR B / S-1 (IBC TABLE 504.3): 55 FT / 55 FT

TOTAL FOOTPRINT FLOOR AREA 7,765 TOTAL

BUILDING HEIGHT 1-STORY / 25-FT

(IBC TABLE 601, TYPE II-B CONSTRUCTION)

STRUCTURAL FRAME, INCL. COLUMNS, GIRDERS & TRUSSES 0-HR

BEARING WALLS, EXTERIOR 0-HR

BEARING WALLS, INTERIOR 0-HR

NON-BEARING WALLS, INTERIOR & EXTERIOR 0-HR

FLOOR CONSTRUCTION 0-HR

ROOF CONSTRUCTION 0-HR

EXTERIOR FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE (TYPE II-B)

THE DISTANCE BETWEEN BUILDING P-Q698 AND THE CLOSEST ADJACENT BUILDING IS GREATER THAN 20-FT.

AREA OCCUPANCY USE

APPROX.

AREA (SF)

OCCUPANT LOAD

FACTOR

(SF/PERSON)

OCCUPANT

LOAD

(PERSONS)

FIRST FLOOR

LIMITS (BASED ON BUSINESS / STORAGE OCCUPANCY):

EXITS (LSC TABLE A.10.2.2) MINIMUM CLASS B / MINIMUM CLASS B

EXIT ACCESS CORRIDORS (LSC TABLE A.10.2.2 MINIMUM CLASS B / MINIMUM CLASS C

OTHER SPACES (LSC TABLE A.10.2.2) MINIMUM CLASS C / MINIMUM CLASS C

OCCUPANT LOADS (LSC TABLE 7.3.1.2)

BUSINESS 150 SF/PERSON

ASSEMBLY USE 15 SF/PERSON

MEP/GENERAL STORAGE 500 SF/PERSON

CLASSROOM 20 SF/PERSON

LOCKER ROOM 50 SF/PERSON

COMMON PATH OF TRAVEL BUSINESS / STORAGE (LSC TABLE A.7.6): 75-FT/50-FT

DEAD END CORRIDOR BUSINESS / STORAGE (LSC TABLE A.7.6): 20-FT/50-FT

EXIT ACCESS TRAVEL DISTANCE BUSINESS (LSC TABLE A.7.6): 200-FT/200-FT

CAPACITY OF EXITS (LSC TABLE 7.3.3.1):

LEVEL COMPONENTS (WIDTH/PERSON) 0.2 IN/PERSON

STAIRWAYS (WIDTH/PERSON) 0.3 IN/PERSON

NUMBER OF EXITS (LSC 7.4):

2 EXITS FOR AREAS WITH AN OCCUPANT LOAD LESS THAN 500

EMERGENCY LIGHTING SYSTEMS SHALL PROVIDE IN ACCORDANCE WITH LSC 7.9.2.1 & 7.9.2.2 (LSC 238.2.8).

MEANS OF EGRESS SHALL BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 AND UFC 3-600-01 10-2

(LSC 38.2.10). SIGNS MUST HAVE LETTERING ON AN OPAQUE BACKGROUND. INTERNALLY ILLUMINATED

SIGNS MUST BE LIGHT EMITTING DIODE (LED) TYPE, ELECTROLUMINESCENCE (LEC), OR COLD CATHODE

TYPE. INCANDESCENT FIXTURES ARE NOT PERMITTED. RADIOLUMINOUS EXIT SIGNS ARE NOT PERMITTED

(UFC 3-600-01 10-2.2).

FUEL-FIRED HEATER ROOMS 1-HR RATED FIRE BARRIER (LSC 9.7)

FLOOR LEVEL

REQUIRED EXIT

CAPACITY

AVAILABLE EXIT

CAPACITY

NUMBER OF

EXITS REQUIRED

NUMBER OF

EXITS PROVIDED

42680125FIRE SEPARATION DISTANCE (FSD)

FSD < 5-FT

GROUP B

1-HR

5 FT < FSD < 10-FT 1-HR

ROOM REQUIRED SEPARATION

STORAGE ROOMS 1-HR RATED FIRE BARRIER (LSC 9.7)

OFFICE USE BUSINESS 3,163 22150

FIRST FLOOR

TRAINING

BREAK ROOM

BUSINESS 721 4915

BUSINESS 183 1315

TOTAL 7,765 125-

FSD > 10-FT 0-HR

GROUP S

2-HR

1-HR

0-HR

LOCKER ROOMS LOCKER 1,731 3550

WAREHOUSE STORAGE 1,494 5MAX. EXPECTED

MEP / GENERAL STORAGE MEP/GEN. STORAGE 473 1500

MIXED NON-SEPARATED OCCUPANCY

FE 2A:40B:C FIRE EXTINGUISHER

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

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C O

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A N

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

T L A

N T

A V

A L

S T

A T

O R

F O

L K

AS NOTED

GI001

P -Q

O F

P H

Y S

L S

E C

U R

E S

E N

E R

A L

N O

A N

D L

E G

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APF

12801963

AEC AEC

10/06/2020

APPROVED BY JOHN TAYLOR WITH

NSWDG, VIA EMAIL

B U

A D

JMB/JH

1387235

E A

C H

, V

A S

O C

E A

N A

D A

M N

E C

K A

N N

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L A

N T

C I

C O

R E

EJA

DSN

S Y

M D

E S

C R

D A

T E

A P

P R

FIRE DEPARTMENT ACCESS (OPEN TO ROAD)

FIRE DEPARTMENT MAIN ENTRANCE

E H

Y D

R A

N T

M A

U M

C E

FIRE HYDRANT FOR FD USE

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

C O

M M

A N

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

T L A

N T

A V

A L

S T

A T

O R

F O

L K

AS NOTED

GI002

P -Q

O F

P H

Y S

L S

E C

U R

E P

R O

N S

C O

M P

N C

E P

APF

12801964

AEC AEC

10/06/2020

APPROVED BY JOHN TAYLOR WITH

NSWDG, VIA EMAIL

B U

A D

JMB/JH

1387235

E A

C H

, V

A S

O C

E A

N A

D A

M N

E C

K A

N N

E X

L A

N T

C I

C O

R E

EJA

DSN

SCALE: NTS

FIRE PROTECTION SITE COMPLIANCE PLAN

S Y

M D

E S

C R

D A

T E

A P

1,529

1,731

3,128

MAX

TD = 59 FT

CPT = 47 FT

TD = 76 FT

TD = 77 FT

xA x1 x2 x3x3.1 x4 x5 xB xC xD xA.1 x3.2

4.1 5.1

6 7

WATCH SECTION

WATCH

COMMANDER

ESS OFFICE

WOMEN'S

LOCKERS

MEN'S TOILET

112 JAN.

BREAK ROOM

WOMEN'S TOILET

TRAINING

VEST.

MECH.

MEN'S LOCKERS

ELECT.

WAREHOUSE

CORRIDOR

TELECOM

PRINT/ COPY

PUBLIC TLT.

CORRIDOR

MEN'S SHOWERS

WOMEN'S

SHOWER

C P

F T

D E

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

C O

M M

A N

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

T L A

N T

A V

A L

S T

A T

O R

F O

L K

AS NOTED

GI101

P -Q

O F

P H

Y S

L S

E C

U R

E S

R P

APF

12801965

AEC AEC

10/06/2020

APPROVED BY JOHN TAYLOR WITH

NSWDG, VIA EMAIL

B U

A D

JMB/JH

1387235

E A

C H

, V

A S

O C

E A

N A

D A

M N

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K A

N N

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L A

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C I

C O

R E

EJA

DSN

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

LIFE SAFETY FLOOR PLAN

PLAN

NORTH

GRAPHIC SCALE(S)

KEY PLAN

EXISTING

NEW

4' 8' 16'0' 1/8" =1'-0"

PLAN

NORTH

S Y

M D

E S

C R

D A

T E

A P

TEMPORARY SEEDING SPECIFICATIONS

SEED

APPLICATION DATES SEED SPECIES APPLICATION RATES

SPRING AND FALL ELYMUS VIRGINICUS VIRGINIA

WILD RYE

24 (LBS/ACRE)

FERTILIZER

1. IF REQUIRED, APPLICATION OF FERTILIZER SHOULD BE MINIMIZED AS MUCH AS POSSIBLE;

APPLY DELIBERATELY IN SPECIFIED AREAS ONLY (IE, NEWLY SEEDED AREAS, AREAS RESTORED

POST‐CONSTRUCTION)

2. FERTILIZER SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER’S SPECIFICATIONS;

ENVIRONMENTALLY FRIENDLY PRODUCTS RECOMMENDED; PRODUCTS ALREADY APPROVED

FOR USE BY NASO GROUNDS MAINTENANCE CREWS

3. DO NOT OVER‐APPLY, NO APPLICATION OF FERTILIZERS BEFORE A PREDICTED RAIN EVENT

4. KEEP FERTILIZER OFF SIDEWALKS/IMPERVIOUS SURFACES, SWEEP INTO GRASS IMMEDIATELY

5. NO DISCHARGE OF FERTILIZER TO STORM DRAINS, SURFACE WATERS, ETC.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

C O

M M

A N

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

T L A

N T

A V

A L

S T

A T

O R

F O

L K

, V A

AS NOTED

UNCLASSIFIED

U N

S S

S-001

P -Q

O F

P H

Y S

L S

E C

U R

U C

T U

R A

L N

DWS

12801984

EHI FCS

10/06/2020

APPROVED BY JOHN TAYLOR WITH

HSWDG, VIA EMAIL

B U

A D

JB/JH

1387235

H , V

O C

A D

T C

I C

O R

EJA

DJD

DSN

SPEIGHT MARSHALL FRANCIS. .

STRUCTURAL ENGINEERS

SM&F Job No:WWW.SMANDF.COM

1228 PERIMETER PARKWAY, SUITE 201

P: 757.427.1020

VIRGINIA BEACH, VIRGINIA 23454

P: 804.464.4111

RICHMOND, VIRGINIA 23294

2821 EMORYWOOD PARKWAY SUITE 300

18.015-J

THE STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE

ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, ELECTRICAL DRAWINGS AND

THE SPECIFICATIONS. THE CONTRACTOR MUST VERIFY THE REQUIREMENTS OF

OTHER TRADES FOR ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK.

THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS

OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION, AS ADOPTED BY THE

UNIFIED FACILITIES CRITERIA, AND AS FOLLOWS:

TO HEAVY LOADS

BUILDINGS

THE WORK UNDER THE FOLLOWING SPECIFICATION SECTIONS IS SUBJECT TO

SPECIAL INSPECTIONS AND TESTS AS DESCRIBED IN SECTION 1704 OF THE

INTERNATIONAL BUILDING CODE, 2018 EDITION:

312000 - EARTHWORK

033000 - CAST-IN-PLACE CONCRETE

042000 - UNIT MASONRY

051200 - STRUCTURAL STEEL

052100 - STEEL JOISTS

053100 - STEEL DECK

THE CONTRACTOR MUST BE RESPONSIBLE FOR TEMPORARY SHORING AND

BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER

ALIGNMENT UNTIL PERMANENT SUPPORTS AND LATERAL BRACING ARE IN PLACE.

BEFORE PROCEEDING WITH WORK WITHIN OR NEAR THE EXISTING STRUCTURE,

THE CONTRACTOR MUST BECOME FAMILIAR WITH THE EXISTING STRUCTURAL

CONDITIONS. THE SHORING AND BRACING SHOWN IS A PARTIAL AND SCHEMATIC

REPRESENTATION OF THAT REQUIRED. THE CONTRACTOR MUST BE

RESPONSIBLE FOR THE DESIGN AND ERECTION OF ALL SAFEGUARDS

NECESSARY TO PROTECT THE EXISTING STRUCTURE FROM DAMAGE.

THE CONTRACTOR MUST FIELD VERIFY THE DIMENSIONS, ELEVATIONS AND

OTHER REQUIREMENTS NECESSARY FOR THE PROPER CONSTRUCTION AND

ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXISTING. THE

CONTRACTOR MUST MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION

AND ERECTION OF STRUCTURAL MEMBERS.

THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL

NOTES BUT ARE INTENDED TO BE COMPLEMENTARY TO THEM. REFER TO THE

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS IN EACH SECTION.

SPECIFIC NOTES AND DETAILS ON THE DRAWINGS MUST TAKE PRECEDENCE

OVER STRUCTURAL NOTES AND TYPICAL DETAILS.

CONSULTANTS' DRAWINGS, INCLUDING STRUCTURAL DRAWINGS, ARE

CONSIDERED SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. ANY

OMISSIONS OR CONFLICTS, INCLUDING DIMENSIONS, BETWEEN VARIOUS

ELEMENTS OF THE CONSULTANTS' DRAWINGS AND/OR SPECIFICATIONS MUST BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH

THE WORK.

THE DOCUMENTS DEFINING THE STRUCTURE ARE INSTRUMENTS OF SERVICE

PREPARED BY SPEIGHT, MARSHALL AND FRANCIS, P.C. FOR ONE USE ONLY. THE

STRUCTURAL DOCUMENTS MUST NOT BE REPRODUCED, OR COPIED IN WHOLE

OR IN PART BY THE CONTRACTOR OR SUBCONTRACTORS FOR PREPARATION OF

SHOP DRAWINGS OR OTHER SUBMITTALS WITHOUT WRITTEN PERMISSION FROM

THE ARCHITECT.

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

LIVE LOADS:

SNOW DESIGN DATA:

WIND DESIGN DATA:

COMPONENTS AND CLADDING DESIGN PRESSURES

SEISMIC DESIGN DATA:

BASIC SEISMIC-FORCE-RESISTING SYSTEM IS INTERMEDIATE

REINFORCED MASONRY SHEAR WALLS

FORCE PROTECTION:

BUILDING HAS AN OCCUPANCY DESIGNATION OF INHABITED WITH A VERY

LOW LEVEL OF PROTECTIVE AND HAS BEEN DESIGNED IN ACCORDANCE

WITH UFC 4-010-01 ANTITERRORISM PROVISIONS.

DESIGN CRITERIA SERVICE ABILITY LIMITS:

ROOF DEFLECTIONS:

FOUNDATION NOTES:

FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE

RECOMMENDATIONS IN THE GEOTECHNICAL EXPLORATION REPORT PREPARED

BY GEOENVIRONMENTAL RESOURCES DATED APRIL 17, 2020.

FOUNDATIONS HAVE BEEN DESIGNED FOR A BEARING PRESSURE OF 2,000 PSF.

PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS

MUST BE INSPECTED BY THE GEOTECHNICAL ENGINEER TO EXPLORE THE

EXTENT OF LOOSE, SOFT OR OTHERWISE UNSATISFACTORY SOIL MATERIAL AND

TO VERIFY DESIGN BEARING PRESSURE. THE GEOTECHNICAL ENGINEER WILL

PROVIDE DIRECTION FOR CORRECTIVE ACTION WHERE REQUIRED.

NO UNBALANCED BACKFILLING MAY BE DONE AGAINST WALLS UNLESS WALLS

ARE SECURELY BRACED AGAINST OVERTURNING, EITHER BY TEMPORARY

CONSTRUCTION BRACING OR BY PERMANENT CONSTRUCTION.

CAST-IN-PLACE CONCRETE NOTES:

CAST-IN-PLACE CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE

AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE (ACI 318-14) AND COMMENTARY (ACI 318R-14)".

CONCRETE MUST BE NORMAL WEIGHT AND MUST OBTAIN 28 DAY COMPRESSIVE

STRENGTHS AS FOLLOWS:

REINFORCING MATERIALS MUST BE AS FOLLOWS:

REINFORCING BARS - ASTM A615, GRADE 60, DEFORMED.

WELDED REINFORCING BARS - ASTM A706, GRADE 60.

FIBER REINFORCING:

SYNTHETIC - ASTM C1116, TYPE III

ALL REINFORCING STEEL AND EMBEDDED ITEMS MUST BE ACCURATELY PLACED

IN THE POSITIONS SHOWN AND ADEQUATELY TIED AND SUPPORTED BEFORE

CONCRETE IS PLACED TO PREVENT DISPLACEMENT BEYOND PERMITTED

TOLERANCES.

MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS INDICATED ON THE

DRAWINGS MUST GOVERN WHEN IN CONFLICT WITH ACI 318-14.

UNLESS OTHERWISE NOTED ON THE STRUCTURAL DRAWINGS:

LAP SPLICE LENGTHS MUST BE 57 BAR DIAMETERS

SPLICES MAY BE MADE WITH MECHANICAL SPLICES (AT CONTRACTOR'S

OPTION). MECHANICAL SPLICES MUST BE:

CAPABLE OF RESISTING 125% OF THE TENSION CAPACITY

POSITIVE-CONNECTING TYPE COUPLERS

SUBMITTED FOR REVIEW

STAGGERED A MINIMUM OF 24" ALONG THE LONGITUDINAL AXIS

OF ADJACENT BARS

STRUCTURAL STEEL NOTES:

STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE

FOURTEENTH EDITION (AISC 360-16) "SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS" - ALLOWABLE STRESS DESIGN.

STRUCTURAL STEEL MUST COMPLY WITH THE FOLLOWING SPECIFICATIONS:

STRUCTURAL STEEL W- AND WT-SHAPES - ASTM A992, Fy=50 KSI RECTANGULAR AND SQUARE HSS - ASTM A500, GRADE C, Fy=50 KSI

ANCHOR RODS - ASTM F1554, GRADE 36

HEADED STUDS - ASTM A 108, GRADES 1015 THROUGH 1020, TYPE B,

Fu=65 KSI

ALL OTHER STRUCTURAL STEEL SHAPES, PLATES AND BARS - ASTM A36,

Fy=36 KSI (UNLESS OTHERWISE NOTED)

UNLESS OTHERWISE NOTED, ALL SHEAR CONNECTIONS MUST BE DESIGNED FOR

1/2 OF THE "MAXIMUM TOTAL UNIFORM LOAD" AS SHOWN IN PART 3 OF THE

"STEEL CONSTRUCTION MANUAL", FOR THE BEAM SIZE, SPAN AND GRADE

SPECIFIED.

HIGH STRENGTH BOLTS MAY BE TIGHTENED TO THE "SNUG TIGHT" CONDITION IN

LIEU OF FULL PRETENSIONING.

WELDING MUST BE IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING

CODE - STEEL". WELD ELECTRODES MUST BE E70XX. CONTINUOUS 3/16" FILLET

WELDS ARE REQUIRED UNLESS OTHERWISE NOTED.

SEE THE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL

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

DRAWINGS.

UNLESS OTHERWISE NOTED, THE TOP OF ALL STEEL COLUMNS MUST HAVE A

STEEL CAP PLATE. UNLESS OTHERWISE DETAILED OR NOTED, MINIMUM CAP

PLATE DIMENSIONS MUST MATCH COLUMN WIDTH AND DEPTH AND MINIMUM

THICKNESS OF CAP PLATE MUST EQUAL COLUMN WEB THICKNESS (1/2" MIN).

STRUCTURAL STEEL NOTED TO BE GALVANIZED MUST CONFORM TO ASTM A123

OR ASTM A153. GALVANIZE STRUCTURAL STEEL AFTER FABRICATION WHERE

PRACTICAL. REPAIR DAMAGED GALVANIZED COATING USING ASTM A780 ZINC-

RICH PAINT.

APPLY NO PAINT OR PRIMER ON STRUCTURAL STEEL SURFACES RECEIVING

SPRAYED FIRE-RESISTIVE MATERIALS. SEE THE ARCHITECTURAL DRAWINGS FOR

EXTENTS OF SPRAYED FIRE RESISTIVE MATERIALS.

STEEL JOIST NOTES:

STEEL JOISTS MUST CONFORM TO THE LATEST EDITION OF THE STEEL JOIST

INSTITUTE (SJI) STANDARD SPECIFICATIONS.

PREPARE AND SUBMIT FOR REVIEW SHOP DRAWINGS SHOWING THE LAYOUT OF

JOIST MEMBERS, SPECIAL CONNECTIONS, JOINING AND ACCESSORIES. INCLUDE

MARK, NUMBER, TYPE, LOCATION AND SPACING OF JOISTS AND BRIDGING.

THE JOIST MANUFACTURER MUST BE RESPONSIBLE FOR CONTINUOUS JOIST

BRIDGING LINES SATISFYING THE REQUIREMENTS OF THE SJI SPECIFICATION

FOR THE TOP AND BOTTOM CHORDS OF ALL STEEL JOISTS, AS WELL AS ANY

ADDITIONAL BRIDGING/BRACING SHOWN OR REQUIRED FOR JOISTS SUBJECTED

TO NET UPLIFT OR OTHER SPECIAL LOADS. ALL REQUIRED JOIST BRIDGING MUST

BE CLEARLY INDICATED ON THE SHOP DRAWINGS. CROSS-BRIDGING IS

REQUIRED AT CHANGES OF JOIST DEPTHS AND ENDS OF ALL BRIDGING LINES,

UNLESS SUCH ENDS ARE PROPERLY ANCHORED INTO INTERSECTING INTERIOR

OR END WALLS. ALL BRIDGING AND BRIDGING ANCHORS MUST BE COMPLETELY

INSTALLED BEFORE PLACING OF ANY CONSTRUCTION LOADS ON THE JOISTS.

ROOF JOISTS MUST BE DESIGNED FOR A NET UPLIFT LOAD (SERVICE / ASD)

WHERE JOIST SPAN EQUALS 40 FEET OR GREATER JOIST MUST BE ERECTION

BOLTED TO STEEL BEAMS, UNLESS PANELIZED JOIST ERECTION IS EMPLOYED.

GENERAL CONTRACTOR MUST COORDINATE BOLT HOLE LOCATIONS REQUIRED

IN STRUCTURAL STEEL MEMBERS.

CONCENTRATED LOADS NOT LOCATED AT JOIST PANEL POINTS MUST BE

REINFORCED PER 'TYPICAL DETAIL AT CONCENTRATED LOADS ON JOISTS'.

UNLESS OTHERWISE NOTED, JOIST SEAT DEPTHS MUST BE AS FOLLOWS:

4-1/2" AT 'K' SERIES JOISTS

APPLY NO PAINT OR PRIMER ON SURFACES OF STEEL JOISTS AND JOIST

ACCESSORIES RECEIVING SPRAYED FIRE-RESISTIVE MATERIALS. SEE THE

ARCHITECTURAL DRAWINGS FOR EXTENTS OF SPRAYED FIRE-RESISTIVE

MATERIALS.

STEEL DECK NOTES:

STEEL DECK MUST CONFORM TO THE LATEST EDITION OF THE AMERICAN IRON

AND STEEL INSTITUTE (AISI), "SPECIFICATION FOR THE DESIGN OF COLD-FORMED

STEEL STRUCTURAL MEMBERS" AND THE STEEL DECK INSTITUTE (SDI), "DESIGN

MANUAL FOR COMPOSITE DECKS, FORM DECKS, AND ROOF DECKS."

STEEL DECK UNITS MUST COMPLY WITH THE FOLLOWING:

1-1/2" ROOF DECK MUST BE 22 GAGE GALVANIZED NON-PAINTED TYPE B

RIB DECK SPANNING PERPENDICULAR TO SUPPORTS UNLESS OTHERWISE

NOTED. ATTACH DECK TO STRUCTURAL STEEL SUPPORTS WITH 5/8"

DIAMETER PUDDLE WELDS AT EVERY RIB, INCLUDING RIBS WHERE

SIDELAPS OCCUR AND FASTEN ADJACENT DECK UNITS WITH #10

SELF-TAPPING HEX HEAD SCREWS AT 1/4 POINTS BETWEEN SUPPORTS

ALONG SIDELAPS AND FASTEN EDGEMOST DECK PANEL TO STEEL FRAMING

WITH 5/8" DIAMETER PUDDLE WELDS AT SAME SPACING AS SIDELAP

FASTENERS.

WELDING MUST BE IN ACCORDANCE WITH AWS D1.3 "STRUCTURAL WELDING

CODE - SHEET STEEL". FIELD WELDS MUST BE WIRE BRUSHED AND PRIMED

PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS.

DECK OPENINGS MEASURING GREATER THAN 12" ON ANY SIDE MUST HAVE

SUPPORTS ON ALL SIDES OF OPENING. SUPPORTS MUST SPAN BETWEEN

ADJACENT BEAMS OR JOISTS ON TWO SIDES. UNLESS OTHERWISE NOTED OR

DETAILED ON THE DRAWINGS, USE 5x5x5/16" ANGLES FOR SPANS EXCEEDING 6'-0" AND 3x3x1/4" ANGLES FOR SPANS LESS THAN 6'-0". COORDINATE OPENING SIZES, LOCATIONS AND DETAILS WITH ARCHITECTURAL, MECHANICAL, PLUMBING AND

ELECTRICAL DRAWINGS.

PERMANENT SUSPENDED LOADS SUCH AS SUSPENDED CEILINGS, LIGHT

FIXTURES, DUCTS, OR OTHER UTILITIES MUST NOT BE SUPPORTED BY STEEL

ROOF DECK.

DURING STEEL DECK ERECTION AND ROOFING OPERATIONS DISTRIBUTE

CONSTRUCTION LOADS TO PREVENT DAMAGE TO DECK. CONCENTRATED

CONSTRUCTION LOADS OF 200 POUNDS OR LESS DISTRIBUTED OVER A 1'-0" WIDE

SECTION OF DECK MUST NOT REQUIRE ANY FURTHER DISTRIBUTION. USE

WORKING PLATFORMS FOR CONCENTRATED CONSTRUCTION LOADS OF OVER

200 POUNDS, SUCH THAT THE RESULTING UNIFORM CONSTRUCTION LOAD ON

THE DECK DOES NOT EXCEED 50 PSF.

PREPARE AND SUBMIT SHOP DRAWINGS FOR REVIEW SHOWING THE LAYOUT AND

TYPES OF DECK UNITS, ANCHORAGE DETAILS AND CONDITIONS REQUIRING

CLOSURE STRIPS, SUPPLEMENTARY FRAMING AND OTHER ACCESSORIES.

TOUCH-UP ALL SCARRED, ABRADED AND RUST AREAS IN STEEL DECK WITH ZINC

RICH PAINT AND IN ACCORDANCE WITH THE SPECIFICATIONS.

10.

11.

12.

13.

UFC 1-200-01 DoD BUILDING CODE

UFC 3-220-01 GEOTECHNICAL ENGINEERING

UFC 3-301-01 STRUCTURAL ENGINEERING

UFC 3-320-06A CONCRETE FLOOR SLABS-ON-GRADE SUBJECTED

UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR

SLAB-ON-GRADE 100 PSF

WAREHOUSE (UNIFORM) 150 PSF

WAREHOUSE (FORKLIFT) 4,000 LBS

ROOF 20 PSF

GROUND SNOW LOAD 10 PSF

EXPOSURE FACTOR 1.0

SNOW IMPORTANCE FACTOR 1.0

THERMAL FACTOR 1.0

FLAT ROOF SNOW LOAD 7 PSF

ULTIMATE DESIGN WIND SPEED 124 MPH

NOMINAL DESIGN WIND SPEED 96 MPH

RISK CATEGORY II

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT ±0.18

10.

11.

12.

13.

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR 1.0

SS 0.086g S1 0.046g

SITE CLASS E

SDS 0.136g SD1 0.107g

SEISMIC DESIGN CATEGORY B

DESIGN BASE SHEAR 8.3 KIPS

SEISMIC RESPONSE COEFFICIENT 0.04

RESPONSE MODIFICATION FACTOR 3 1/2

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

LIVE LOAD L/360

TOTAL LOAD L/240

LATERAL LOAD H/400

SLAB-ON-GRADE 3,500 PSI

CONCRETE NOT OTHERWISE NOTED 3,000 PSI

OF THE SPLICED BAR

ONE-THIRD STRESS INCREASE NOT PERMITTED FOR LOAD COMBINATIONS

INVOLVING WIND PER IBC SECTION 1605.3.1.1.

GENERAL NOTES: GENERAL NOTES (CONTINUED):

COMPONENTS AND CLADDING ULTIMATE DESIGN PRESSURES (PSF)

ROOF

ZONE

TRIBUTARY AREA (SQ. FT.)

WALL

ZONE

10 50 250

TRIBUTARY AREA (SQ. FT.)

10 50 250

+32 -43

+32 -35

+29 -36

+29 -32

+25 -29

+16 -85

+16 -57

+16 -51

+16 -45

+16 -65

+16 -43

+16 -34 +16 -32 +16 -26

NOTES:

PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD OR AWAY

FROM THE SURFACES, RESPECTIVELY.

WIDTH OF COEFFICIENT PRESSURE ZONE, a = 3.6 FEET. SEE ASCE 7 FOR

PRESSURE ZONE LOCATIONS.

CAST-IN-PLACE CONCRETE NOTES (CONTINUED): STEEL JOIST NOTES (CONTINUED):

FOUNDATIONS MUST BEAR ON COMPETENT EXISTING SOIL OR STRUCTURAL

FILL MATERIAL.

OF 25 PSF.

C R

O N

CONCRETE MASONRY NOTES:

CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH THE

AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR

MASONRY STRUCTURES" ACI 530-13 / ASCE 5-13 / TMS 402-13.

CONCRETE MASONRY CONSTRUCTION MUST CONFORM TO THE "SPECIFICATIONS

FOR MASONRY STRUCTURES" ACI 530.1-13 / ASCE 6-13 / TMS 602-13.

CONCRETE MASONRY UNITS MUST 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, MUST BE

2,000 PSI AT 28 DAYS.

REINFORCING STEEL MUST COMPLY WITH ASTM A615, GRADE 60. SHOP

FABRICATE REINFORCING BARS SHOWN TO BE BENT OR HOOKED.

GROUT MUST COMPLY WITH ASTM C476 OR IBC SECTION 2103.3, AND MUST BE

PROPORTIONED TO OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI.

MORTAR MUST COMPLY WITH ASTM C270, TYPE S OR M. AGGREGATE FOR

MORTAR MUST COMPLY WITH ASTM C144. AGGREGATE FAILING TO COMPLY WITH

ASTM C144 GRADATION REQUIREMENTS MAY BE USED PROVIDED THE MORTAR

CAN BE PREPARED TO COMPLY WITH THE AGGREGATE RATIO, WATER

RETENTION AND COMPRESSIVE STRENGTH REQUIREMENTS OF THE PROPERTY

SPECIFICATIONS OF ASTM C270. USE TYPE M BELOW GRADE AND TYPE S ABOVE

GRADE (UNLESS CELLS ARE GROUTED SOLID).

VERTICAL REINFORCING BARS MUST BE THE GIVEN SIZE AND SPACING SHOWN.

LAP REINFORCING AT ALL SPLICES AS FOLLOWS:

#4 - 25" #5 - 31"

REBAR DOWELS MUST BE THE SAME SIZE AND SPACING AS VERTICAL

REINFORCING FROM FOUNDATION. DOWELS MUST HAVE STANDARD ACI HOOKS.

DISCONTINUE ALL HORIZONTAL REINFORCING AT CONTROL JOINTS EXCEPT FOR

THE BOND BEAMS AT JOIST BEARING ELEVATIONS. HORIZONTAL BOND BEAMS

MUST HAVE CONTINUOUS REINFORCING AS SHOWN IN THE SECTIONS AND

DETAILS.

HORIZONTAL JOINT REINFORCING MUST BE STANDARD 9 GAGE LADDER TYPE IN

CMU WALLS AT 16" ON-CENTER. JOINT REINFORCING MUST COMPLY WITH ASTM

A951 AND MUST BE HOT-DIPPED GALVANIZED ACCORDING TO ASTM A153, CLASS B.

GROUT ALL CELLS SOLID BELOW FINISHED FIRST FLOOR.

VERTICAL REINFORCING MUST HAVE BAR POSITIONERS AT SPACING NOT TO

EXCEED 200 BAR DIAMETERS, AT GROUT LIFT HEIGHTS OR BAR SPLICE

LOCATIONS, WHICHEVER IS LESS.

10.

11.

12.

COLD-FORMED METAL FRAMING NOTES:

COLD-FORMED METAL FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH THE

AMERICAN IRON AND STEEL INSTITUTE (AISI) "COLD-FORMED STEEL DESIGN

MANUAL".

COLD-FORMED METAL FRAMING MEMBERS MUST BE FORMED OF CORROSION-

RESISTANT STEEL CONFORMING TO ASTM A653 WITH A MINIMUM YIELD

STRENGTH OF 33 KSI FOR TRACKS AND RUNNERS AND 50 KSI FOR 54 MILS AND

HEAVIER FOR ALL OTHER MEMBERS.

COLD-FORMED METAL FRAMING MEMBER SIZES AND GAGES INDICATED ARE IN

ACCORDANCE WITH THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA)

NOMENCLATURE.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

C O

M M

A N

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

T L A

N T

A V

A L

S T

A T

O R

F O

L K

, V A

AS NOTED

UNCLASSIFIED

U N

S S

S-002

P -Q

O F

P H

Y S

L S

E C

U R

U C

T U

R A

L N

S A

N D

A B

B R

E V

DWS

12801985

EHI FCS

10/06/2020

APPROVED BY JOHN TAYLOR WITH

HSWDG, VIA EMAIL

B U

A D

JB/JH

1387235

H , V

O C

A D

T C

I C

O R

EJA

DJD

DSN

STRUCTURAL ABBREVIATION LIST:

WITH

PLUS/MINUS

CENTERLINE

ON CENTER

ANCHOR BOLT

ARCHITECT or ARCHITECTURAL

BOTTOM

BAR DIAMETER

BUILDING

BEAM

BRACING

BRIDGING

CENTER OF GRAVITY

CAST IN PLACE

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONTINUOUS

COORDINATE

DETAIL

DIAMETER

DRAWING

EACH FACE

EACH WAY

EACH

ELEVATION

ELECTRICAL

ELEVATOR or ELEVATION

EXISTING

EXPANSION

FACE OF

FIRST RISER

FINISH or FINISHED

FLOOR

FOOTING

HOLLOW CORE

HOOK

HORIZONTAL

JOIST BEARING ELEVATION

JOINT

KIPS

KIPS PER SQUARE FOOT

KIPS PER SQUARE INCH

LONG

LONG LEG HORIZONTAL

LONG LEG OUTSTANDING

MIDDLE OF SLAB

MIDDLE OF WALL

MANUFACTURER or

MATERIAL

MECHANICAL

METAL

PRECAST

PRE-STRESSED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PLUMBING

RADIUS

REINFORCED or REINFORCING

REQUIRED

SLAB ON GRADE

STEPPED FOOTING

SECTION

SHEET

STANDARD

STIRRUP

STEEL

STRUCTURAL

TOP

TOP OF STEEL

TEMPERATURE

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL

WORKING POINT

WELDED WIRE FABRIC

CMU

ELEV.

J.B.E.

K.S.F.

K.S.I.

MANUF.

PSF

PSI

REINF.

U.O.N.

VERT.

W.P.

W.W.F.

S.O.G.

S.F.

SECT.

SHT.

STD.

STIR.

STL.

STRUCT.

T.O.S.

TEMP.

TYP.

M.O.S.

M.O.W.

MATL.

MECH.

MTL.

P.C.

P.S.

PLUMB.

REQD.

FLR.

FTG.

H.C.

HK.

HORIZ.

JT.

LG.

LLH

LLO

DET.

DIA.

DWG.

E.F.

E.W.

EA.

EL.

ELEC.

EXIST.

EXP.

F.O.

F.R.

FIN.

B.D.

BLDG.

BM.

BRCG.

BRDG.

C.G.

C.I.P.

CLR.

COL.

CONC.

CONT.

COORD.

w/ o/c

A.B.

ARCH.

MANUFACTURER'S

ACI

ASTM

AMERICAN CONCRETE INSTITUTE

AMERICAN SOCIETY FOR

TESTING AND MATERIALS

CANT. CANTILEVER

Pc PIECE

SCHED. SCHEDULE

GALV.

GD.

GALVANIZED

GRADE

DWL. DOWEL

ENG. ENGINEER

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

BTWN. BETWEEN

SIM. SIMILAR

SL. SLOPE

MAX.

MIN.

MAXIMUM

MINIMUM

N.T.S.

OPP.

NOT TO SCALE

OPPOSITE

DBL.

DIAG.

DEEP or DEPTH

DOUBLE

DIAGONAL

EMB. EMBED or EMBEDMENT

W. WIDE or WIDTH

STIFF. STIFFENER

REF. REFERENCE

PROJ. PROJECTION

EQ. EQUAL

SPA. SPACE

B.E.J. BUILDING EXPANSION JOINT

G.C. GENERAL CONTRACTOR

F.L. FULL LENGTH

ga GAGE

ADJ. ADJACENT

BRG. BEARING

REVISIONREV.

C.J.P. COMPLETE JOINT PENETRATION

LSH

LSV

LONG SIDE HORIZONTAL

LONG SIDE VERTICAL

EQUIV. EQUIVALENT

LONG LEG VERTICALLLV

SHORT LEG OUTSTANDINGSLO

POWDER ACTUATED FASTENERPAF

STEEL JOIST INSTITUTES.J.I.

PRE-ENGINEERED BUILDINGP.E.B.

S.D.I. STEEL DECK INSTITUTEE.O. EDGE OF

CONN. CONNECT or CONNECTION

P.T. PRESSURE TREATED

MASONRYMAS.

STRUCTURAL STEEL

ARCHITECTURALLY EXPOSEDAESS

SEISMIC EXPANSION JOINTS.E.J.

A.R. ANCHOR ROD

DECK ASSEMBLY

SLOPED INTEGRAL ROOFS.I.R.D.A.

POST-TENSIONEDP/T

INSULATED CONCRETE FORMICF

SPEIGHT MARSHALL FRANCIS. .

STRUCTURAL ENGINEERS

SM&F Job No:WWW.SMANDF.COM

1228 PERIMETER PARKWAY, SUITE 201

P: 757.427.1020

VIRGINIA BEACH, VIRGINIA 23454

P: 804.464.4111

RICHMOND, VIRGINIA 23294

2821 EMORYWOOD PARKWAY SUITE 300

18.015-J

C R

O N

E x1 x2 x3 x4 x5 x5x3.1 xA xB xC xD

A.1

3.2 6

4.1

'-2

-6

9' -1

'-2

'-3

5.1

34'-0" 8'-3 3/4"

13'-0 3/4" F.O. BLDG.

AT FOUNDATION

4' -8

-7

10"±

F.O. BLDG. F.O. BLDG.

AT FOUNDATION

'-4

F.O. BLDG.

1'-3 3/4"± 23'-5 3/4"

11'-6"

6' -7

'-0

7'-4 7/8"± 3'-5 1/2"±

'-7

'-3

5' -1

-2

'-0

-6

2' -5

'-1

1/ 2"

2' -5

1'-6"± 18'-7"±1'-7"± 23'-7"± 25'-0"±

11 1/4"±

7'-6 3/4"± 15'-6"± 1'-0 1/4"

1" B

.E .J

1" B

.E .J

1" B.E.J.

1" B

.E .J

2'-0"

ARCH. DWGS.

SEE THE

H . D

W G

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

C O

M M

A N

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

T L A

N T

A V

A L

S T

A T

O R

F O

L K

, V A

AS NOTED

UNCLASSIFIED

U N

S S

S-100

P -Q

O F

P H

Y S

L S

E C

U R

E N

N P

DWS

12801986

EHI FCS

10/06/2020

APPROVED BY JOHN TAYLOR WITH

HSWDG, VIA EMAIL

B U

A D

JB/JH

1387235

H , V

O C

A D

T C

I C

O R

EJA

DJD

DSN

NORTH 1/8" = 1'-0" (FOR PLAN NOTES AND LEGEND SEE SHEET S-101)

DIMENSION PLAN

THE INFORMATION REGARDING THE EXISTING CONSTRUCTION WAS OBTAINED FROM

THE RECORD DRAWINGS PREPARED BY NAVY PUBLIC WORKS CENTER DATED

NOVEMBER 8TH, 2000 AND BY FIELD INVESTIGATION. ALL INFORMATION SPECIFYING

EXISTING CONDITIONS MUST BE VERIFIED BY THE GENERAL CONTRACTOR. THE

AFOREMENTIONED DRAWINGS WILL BE MADE AVAILABLE TO THE CONTRACTOR UPON

REQUEST.

SPEIGHT MARSHALL FRANCIS. .

STRUCTURAL ENGINEERS

SM&F Job No:WWW.SMANDF.COM

1228 PERIMETER PARKWAY, SUITE 201

P: 757.427.1020

VIRGINIA BEACH, VIRGINIA 23454

P: 804.464.4111

RICHMOND, VIRGINIA 23294

2821 EMORYWOOD PARKWAY SUITE 300

18.015-J

SPEIGHT MARSHALL FRANCIS. .

STRUCTURAL ENGINEERS

SM&F Job No:WWW.SMANDF.COM

1228 PERIMETER PARKWAY, SUITE 201

P: 757.427.1020

VIRGINIA BEACH, VIRGINIA 23454

P: 804.464.4111

RICHMOND, VIRGINIA 23294

2821 EMORYWOOD PARKWAY SUITE 300

18.015-J

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE:

C R

O N

E x1 x2 x3 x4 x5x3.1 xA xB xC xD

(E) WF2.0

CF5.0

A.1

3.2 6

HSS4x4x1/4

CBP-1 HSS6x6x1/4

CBP-1

HSS3x3x1/4 (G

ALV.)

CBP-1

HSS4x4x1/4

CBP-1

4.1

WF2.5 (TYP. U.O.N.)

WF3.0

(E ) P

EB C

OLU

(TYP.)

DCJ DCJ DCJ

DCJDCJDCJDCJ

DCJ

D C

J D

C J

D C

J D

C J

D C

CJ OR KCJ

(TYP.)

F1F1

C1 S-301

C3 S-301

A1 S-301

A2 S-301

C4 S-301

F7 SF

C1 S-301

1" B

.E .J

1" B

.E .J

WF3.0

W F

HSS3x3x1/4 (G

ALV.)

CBP-1

HSS3x3x1/4 (GALV.)CBP-1

5.1

-0

-8

( -2'-8" )

( -3'-0" )

F8 SF

WF3.0

CF5.0 CF5.0

-0

-8

-4

( -2'-0" )

( -2'-8" )

( -4'-0" )

( -2'-0" )

(E) CF6.0

( -3'-0" ±)

(E) CF6.0

( -3'-0" ±)

(E) CF6.0

3'-

-4

(E) WF3.0A

-1 0"

-0

( -3'-10" ±)

( -5'-6" ±)

-5

'-6

( -5 '-6" )

-4

(E) CF6.0 (E) CF6.0

(E) CF9.0

(E) CF6.0

(E) CF6.0(E) CF6.0

(E) CF10.0

(E) WF3.0

(E ) W

F3 .0

(E ) W

F3 .0

(E ) W

F3 .0

(E) WF3.0 (E) WF3.0A

(E ) W

F3 .0

(E) WF3.0A

(E ) W

F3 .0

A (E

) W F3

.0 A

(E) CF9.0

WF3.0

W F

( -3'-0" ±)

A3 S-301

C2 S-302

C1 S-302

W F

( -3 '-4" )

W F

( -3'-4" )

-0

W F2

WF2.0

F10 F11

F12

(TYP.)

F13

WF3.0

( -3'-0" ±)

( -5'-6" ±)

(E) SF

F .0

(E) SF

F14 F15 F1

A4 S-301

S-301

F14

(E) WF3.0

1" B.E.J.

0" B.E.J.

SIM. TO

GENERAL FOUNDATION PLAN NOTES :

A. SEE THE CIVIL DRAWINGS FOR ACTUAL FINISHED FLOOR ELEVATION TOP OF

SLAB EQUALS FINISHED FLOOR ELEVATION AND MUST SERVE AS THE

REFERENCE ELEVATION 0'-0".

B. FOR THE STRUCTURAL NOTES AND ABBREVIATIONS SEE SHEETS S-001 AND

S-002.

C. SEE THE DIMENSION PLAN ON SHEET S-100 AND THE ARCHITECTURAL

DRAWINGS FOR DIMENSIONS NOT SHOWN. SEE THE ARCHITECTURAL

DRAWINGS FOR LOCATIONS OF MASONRY CONTROL JOINTS.

FOUNDATION WALL

EQUAL (U.O.N.)EQUAL (U.O.N.)

'W'

CONTINUOUS

BOTTOM

REINFORCING

FOOTING TIES

WALL FOOTING DIAGRAM

FOUNDATION PLAN LEGEND :

KCJ = SLAB-ON-GRADE KEYED CONSTRUCTION

JOINT - SEE TYPICAL DETAIL ON SHEET S-501

CJ = SLAB-ON-GRADE CONTROL JOINT - SEE

TYPICAL DETAIL ON SHEET S-501

DCJ = SLAB-ON-GRADE DOWELED CONSTRUCTION

JOINT - SEE TYPICAL DETAIL ON SHEET S-501

= INDICATES SLAB-ON-GRADE JOINT (CONTROL

JOINT UNLESS OTHERWISE REQUIRED)

= INDICATES TOP OF SLAB ELEVATION -

MEASURED FROM REFERENCE ELEVATION 0'-0"

-XX"

= INDICATES EXTENT OF SLAB SLOPE - SEE

ARCH. DWGS. FOR EXACT LOCATION

WFX.X = WALL FOOTING MARK - SEE SCHEDULE ON THIS

SHEET

CFX.X = COLUMN FOOTING MARK - SEE SCHEDULE ON

THIS SHEET

SF = STEPPED FOOTING - SEE TYPICAL DETAIL ON

SHEET S-501

(-X'-X")

= TOP OF FOOTING ELEVATION - MEASURED FROM

REFERENCE ELEVATION 0'-0"

X = COLUMN GRID MARK

± = APPROXIMATE DIMENSION OR ELEVATION

(FIELD VERIFY)

(E) SF = EXISTING STEP FOOTING

± = EXISTING DIMENSION OR ELEVATION

(FIELD VERIFY)

= SANITARY SEWER OR STORM WATER PIPING

BELOW SLAB - COORDINATE WITH THE

PLUMBING DRAWINGS (PIPING PARTIALLY

SHOWN) SEE THE PLUMBING DRAWINGS FOR

ADDITIONAL PIPING NOT SHOWN

= COLUMN AND COLUMN BASE PLATE MARK - SEE

COLUMN BASE PLATE DETAIL ON SHEET S-501

COLUMN SIZE

CBP-X

(E) WFX.X = EXISTING WALL FOOTING MARK - SEE SCHEDULE

ON THIS SHEET

(E) CFX.X = EXISTING COLUMN FOOTING MARK - SEE

SCHEDULE ON THIS SHEET

(E) SF = EXISTING STEPPED FOOTING

(-X'-X")

= EXISTING TOP OF FOOTING ELEVATION - MEASURED

FROM REFERENCE ELEVATION 0'-0"

X = EXISTING COLUMN GRID MARK

(E) = EXISTING

F# = FOUNDATION KEY NOTES MARK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

C O

M M

A N

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

T L A

N T

A V

A L

S T

A T

O R

F O

L K

, V A

AS NOTED

UNCLASSIFIED

U N

S S

S-101

P -Q

O F

P H

Y S

L S

E C

U R

F O

U N

D A

N P

DWS

12801987

EHI FCS

10/06/2020

APPROVED BY JOHN TAYLOR WITH

HSWDG, VIA EMAIL

B U

A D

JB/JH

1387235

H , V

O C

A D

T C

I C

O R

EJA

DJD

DSN

NORTH 1/8" = 1'-0"

FOUNDATION PLAN

FOUNDATION KEYNOTES

F1 FIRST FLOOR MUST BE AN 4" THICK FIBRILLATED SYNTHETIC FIBER REINFORCED

CONCRETE SLAB-ON-GRADE, OVER 15 MIL. VAPOR RETARDER MINIMUM, OVER 10"

MINIMUM AND 12" MAXIMUM DEPTH OF POROUS FILL. FIBER DOSAGE RATE MUST

BE 1 1/2 POUNDS PER CUBIC YARD. FILL BELOW POROUS FILL MUST BE

EXPANDED POLYSTYRENE FOAM MATERIAL (EPS).

F2 FIRST FLOOR MUST BE AN 8" THICK CONCRETE SLAB-ON-GRADE, REINFORCED

WITH #4 AT 12" ON-CENTER EACH WAY, OVER 15 MIL. VAPOR RETARDER MINIMUM,

OVER 4" DEPTH OF POROUS FILL.

F3 TOP OF ALL FOOTINGS MUST BE 3'-4" BELOW REFERENCE ELEVATION 0'-0",

UNLESS OTHERWISE NOTED.

F4 WALL FOOTINGS MUST BE CENTERED ON TOTAL WIDTH OF THE FOUNDATION

WALL, UNLESS OTHERWISE NOTED.

F5 COLUMNS AND COLUMN FOOTINGS MUST BE CENTERED ON GRIDS IN BOTH

DIRECTIONS, UNLESS OTHERWISE NOTED.

F6 STEP FOOTING FOR PIPING TO RUN ABOVE TOP OF FOOTING. ALL UNDERGROUND

PIPES ARE NOT SHOWN ON PLAN. FOR PIPE INVERT ELEVATIONS AND

LOCATIONS, SEE WITH THE PLUMBING AND CIVIL DRAWINGS.

F7 STEP FOOTING TO MATCH EXISTING FOOTING ELEVATION. SEE 'TYPICAL DETAIL

AT INTERSECTION OF NEW AND EXISTING FOOTINGS' ON SHEET S-501.

F8 SEE THE ARCHITECTURAL DRAWINGS FOR MASONRY WALL DEMOLITION. EXTEND

WALL DEMOLITION APPROXIMATELY 8" BELOW EXISTING FLOOR AT DOOR

OPENINGS AND FILL SOLID WITH CONCRETE FROM TOP OF REMAINING WALL TO

TOP OF EXISTING SLAB. REINFORCE CONCRETE AND ANCHOR TO WALL AS

INDICATED IN SECTION A4/S-301.

F9 REINFORCE JAMB BETWEEN OPENINGS WITH 2 - #5 VERTICAL BARS (ONE BAR IN

EACH CELL).

F10 EXISTING 8"+/- THICK CONCRETE SLAB REINFORCED WITH #4 AT 12"Â± CENTER

EACH WAY.

F11 EXISTING 6"+/- THICK CONCRETE SLAB REINFORCED WITH WELDED WIRE

REINFORCEMENT.

F12 REMOVE AND REPLACE EXISTING CONCRETE SLAB. SLAB REMOVAL IS

SCHEMATICALLY SHOWN AND MUST BE COORDINATED WITH INSTALLATION OF

NEW UTILITIES. REFER TO 'TYPICAL DETAIL OF REMOVAL AND REPAIR OF

EXISTING SLAB-ON-GRADE' ON SHEET S-511.

F13 EXISTING CONCRETE STAIR AND LANDING.

F14 8" CMU WALL WITH #5 AT 8" ON-CENTER VERTICAL WALL REINFORCEMENT. DRILL

AND EPOXY INTO EXISTING FOOTING WITH 5" EMBEDMENT.

F15 2'-0" LONG 8" CMU FOUNDATION WALL.

WALL FOOTING SCHEDULE

MARK WIDTH 'W' DEPTH 'D'

REINFORCING

COMMENTS

CONTINUOUS TIES

WF2.0 2'-0" 1'-0" 3 - #4 #4 AT 4'-0"o/c WF2.5 2'-6" 1'-0" 4 - #4 #4 AT 4'-0"o/c WF3.0 3'-0" 1'-0" 4 - #4 #4 AT 4'-0"o/c

THE INFORMATION REGARDING THE EXISTING CONSTRUCTION WAS OBTAINED FROM

THE RECORD DRAWINGS PREPARED BY NAVY PUBLIC WORKS CENTER DATED

NOVEMBER 8TH, 2000 AND BY FIELD INVESTIGATION. ALL INFORMATION SPECIFYING

EXISTING CONDITIONS MUST BE VERIFIED BY THE GENERAL CONTRACTOR. THE

AFOREMENTIONED DRAWINGS WILL BE MADE AVAILABLE TO THE CONTRACTOR UPON

REQUEST.

COLUMN FOOTING SCHEDULE

MARK

DIMENSIONS REINFORCING

(BOTTOM) COMMENTS

WIDTH LENGTH DEPTH

CF5.0 5' - 0" 5' - 0" 1' - 0" 7 - #4 EACH WAY

EXISTING WALL FOOTING SCHEDULE

MARK WIDTH DEPTH COMMENTS

(E) WF2.0± 2'-0" 1'-0"

(E) WF3.0A± 3'-0" 2'-0"

(E) WF3.0± 3'-0" 1'-0"

EXISTING COLUMN FOOTING SCHEDULE

MARK

DIMENSIONS

COMMENTS

WIDTH LENGTH DEPTH

(E) CF6.0± 6' - 0" 6' - 0" 2' - 0"

(E) CF9.0± 9' - 0" 9' - 0" 2' - 0"

(E) CF10.0± 10' - 0" 10' - 0" 2' - 0"

SPEIGHT MARSHALL FRANCIS. .

STRUCTURAL ENGINEERS

SM&F Job No:WWW.SMANDF.COM

1228 PERIMETER PARKWAY, SUITE 201

P: 757.427.1020

VIRGINIA BEACH, VIRGINIA 23454

P: 804.464.4111

RICHMOND, VIRGINIA 23294

2821 EMORYWOOD PARKWAY SUITE 300

18.015-J

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE:

C R

O N

E x1 x2 x3 x4 x5x3.1 xA xB xC xD

A.1

3.2 6

W18x35

W16x26 W16x26

4.1

L-

1/ 4"

(E) ROOF EAVE (TYP.)

(E ) P

(E) ROOF RIDGE

(E) 9"± Z - PURLIN (E) 9"± Z - PURLIN

(E) 9"± Z - PURLIN

(E ) P

ROOF EAVE

(TYP. U.O.N.)

W x2

C2 S-311

C1 S-311

C3 S-311

5.1

W 6x

'-1

W x5

10K1

C2 S-311

C1 S-311

SIM TO

C1 S-311

HSS3

W 6 W

C6x8.2

OPEN

C4 S-311

B2 S-311

B3 S-311

B1 S-311

B4 S-311

A2 S-311

A3 S-311

C6x8.2

C 6x

A1 S-311

C1 S-312

C6x8.2

C2 S-312

A1 S-312

+12ʻ-4"

5'-6"

+13ʻ-8 3/8"

+13ʻ-5 1/2"

+12ʻ-4"

BP-2

+1 8ʻ

-9

+1 9ʻ

-2

L-

L-3

L-

L-3

B1 S-312

C6x8.2

1" B.E.J.

B.E.J.

3/4"

1" B

.E .J

1" B

.E .J

B4 S-312

B2 S-312

HSS8 HSS8

C6x8.2

FRAMING PLAN LEGEND :

= JOIST BEARING ELEVATION (J.B.E) - MEASURED

FROM REFERENCE ELEVATION 0'-0"

+XX'-XX"

= TOP OF STEEL (T.O.S.) ELEVATION - MEASURED

FROM REFERENCE ELEVATION 0'-0"

(HI = HIGH; LO = LOW; SL = SLOPE)

= CANTILEVERED BEAM CONNECTION - SEE

TYPICAL DETAIL ON SHEET S-512

X = COLUMN GRID MARK

± = APPROXIMATE DIMENSION OR ELEVATION

(FIELD VERIFY)

(E) = EXISTING

± = EXISTING DIMENSION OR ELEVATION

(FIELD VERIFY)

L-X = LINTEL MARK - SEE DETAILS ON SHEET S-512

BP-X = BEAM BEARING PLATE MARK - SEE

SCHEDULE AND TYPICAL DETAILS ON

SHEET S-511 (BP-1 TYP. U.O.N.)

(+XX'-XX")

= WORKING POINT

= ROOF RIDGE, HIP OR VALLEY LINE - SEE THE

ARCHITECTURAL DRAWINGS

= CHANGE IN ROOF ELEVATION - SEE THE

ARCHITECTURAL DRAWINGS

X = EXISTING COLUMN GRID MARK

W6 = W6x9

HSS3 = GALVANIZED HSS3x3x1/4

HSS8 = HSS8x6x3/8 (LLH)

GENERAL ROOF FRAMING PLAN NOTES :

A. SEE THE DIMENSION PLAN ON SHEET S-100 AND THE ARCHITECTURAL

DRAWINGS FOR DIMENSIONS NOT SHOWN. SEE THE ARCHITECTURAL

DRAWINGS FOR LOCATIONS OF MASONRY CONTROL JOINTS.

B. FOR THE STRUCTURAL NOTES AND ABBREVIATIONS SEE SHEETS S-001 AND

S-002.

C. FOR JOIST BEARING ELEVATIONS NOT SHOWN ON PLAN INTERPOLATE

LINEARLY BETWEEN GIVEN ELEVATIONS.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

C O

M M

A N

DRAWFORM REVISION: 7 FEBRUARY 2019

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

T L A

N T

A V

A L

S T

A T

O R

F O

L K

, V A

AS NOTED

UNCLASSIFIED

U N

S S

S-111

P -Q

O F

P H

Y S

L S

E C

U R

R O

O F

F R

A M

DWS

12801988

EHI FCS

10/06/2020

APPROVED BY JOHN TAYLOR WITH

HSWDG, VIA EMAIL

B U

A D

JB/JH

1387235

H , V

O C

A D

T C

I C

O R

EJA

DJD

DSN

NORTH 1/8" = 1'-0"

ROOF FRAMING PLAN

ROOF FRAMING KEYNOTES

01 ROOF JOISTS AND OTHER ROOF DECK SUPPORTS MUST BE SPACED EQUALLY

BETWEEN GIVEN LOCATIONS, WITH A MAXIMUM SPACING OF 5'-0" ON-CENTER,

UNLESS OTHERWISE NOTED.

02 MASONRY WALL OPENING BELOW - SEE THE ARCHITECTURAL DRAWINGS FOR

SIZE AND LOCATION. SEE 'TYPICAL BOND BEAM LINTEL DETAILS' ON SHEET

S-511 FOR BOND BEAM REQUIREMENTS.

03 HSS 6x6x3/8 SHIM BETWEEN HIGH AND LOW BEAM.

04 CONNECT CHANNEL TO CMU WALL AS DETAILED IN SECTION A1/S-312

THE INFORMATION REGARDING THE EXISTING CONSTRUCTION WAS OBTAINED FROM

THE RECORD DRAWINGS PREPARED BY NAVY PUBLIC WORKS CENTER DATED

NOVEMBER 8TH, 2000 AND BY FIELD INVESTIGATION. ALL INFORMATION SPECIFYING

EXISTING CONDITIONS MUST BE VERIFIED BY THE GENERAL CONTRACTOR. THE

AFOREMENTIONED DRAWINGS WILL BE MADE AVAILABLE TO THE CONTRACTOR UPON

REQUEST.

SPEIGHT MARSHALL FRANCIS. .

STRUCTURAL ENGINEERS

SM&F Job No:WWW.SMANDF.COM

1228 PERIMETER PARKWAY, SUITE 201

P: 757.427.1020

VIRGINIA BEACH, VIRGINIA 23454

P: 804.464.4111

RICHMOND, VIRGINIA 23294

2821 EMORYWOOD PARKWAY SUITE 300

18.015-J

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE:

C R

O N

C1 S-301

SECTION

3/4" = 1'-0"

AT WINDOWS

8" CMU - GROUT SOLID

TOP OF…

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File details come from the government source that posted it. Updated Dec 21, 2020.