ATTACHMENT I_1707671dwg01of01.pdf

PDF 34 MB Posted Aug 9, 2023

Attached to: SOF OWLS CREEK BOAT MAINTENANCE FACILITY, NAVAL AIR STATION OCEANA, VIRGINIA BEACH, VIRGINIA
Solicitation number: N40085-23-R-2851
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details for a federal contract solicitation. The Naval Facilities Engineering Command is seeking proposals for maintenance services at the SOF Owls Creek Boat Maintenance Facility at Naval Air Station Oceana in Virginia Beach, Virginia. Solicitation number N40085-23-R-2851 has been assigned to this opportunity, with responses due on unspecified dates. The attached file is a 34MB PDF drawing providing additional specifications for the required boat maintenance facility services. No other salient details are included in this document.

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AMENDMENT_0005_N4008523R2851_SOF Owls Creek.pdf	PDF	Sep 13, 2023
AMENDMENT_0004_N4008523R2851_SOF OWLS CREEK.pdf	PDF	Sep 8, 2023
AMENDMENT 0004_ATTACHMENT G_1709727_Price_Schedule_v1_2022 - REV7.pdf	PDF	Sep 8, 2023
AMENDMENT_0003_N4008523R2851.pdf	PDF	Aug 30, 2023
AMENDMENT_0002_Q1344U-1707671_FFE CONCEPT PACKAGE.pdf	PDF	Aug 24, 2023
AMENDMENT_0002_Q1344U-1707671_SID PACKAGE.pdf	PDF	Aug 24, 2023
AMENDMENT_0002_N4008523R2851_SOF OWLS CREEK.pdf	PDF	Aug 24, 2023
AMENDMENT_0001_N4008523R2851_SOF OWLS CREEK.pdf	PDF	Aug 18, 2023
AMENDMENT_0001_Site Visit Log - SOF Owls Creek Boat Maintenance Facility.pdf	PDF	Aug 18, 2023
AMENDMENT_0001_Oceana IDIQ Front End SPECS - 20220602.pdf	PDF	Aug 18, 2023
23R2851 Q1344U Interior Finishes Brand Name or Equal JA _Redacted.pdf	PDF	Aug 9, 2023
ATTACHMENT D_SECNAV 5512.pdf	PDF	Aug 9, 2023
ATTACHMENT G_1709727_Price_Schedule_v1_2022 - REV6.pdf	PDF	Aug 9, 2023
ATTACHMENT F_PPI SPREADSHEET_SOF OWLS CREEK.xlsx	XLSX spreadsheet	Aug 9, 2023
ATTACHMENT C_BASE ACCESS INSTRUCTION.pdf	PDF	Aug 9, 2023
ATTACHMENT H_PROVISION 52.204-24.pdf	PDF	Aug 9, 2023
N4008523R2851_GENERAL REQUIREMENTS_SOF OWLS CREEK.pdf	PDF	Aug 9, 2023
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NAS OCEANA - OWLS CREEK - VIRGINIA BEACH, VIRGINIA

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MID-ATLANTIC

DESIGN AND CONSTRUCTION BUSINESS LINE

BLDG Z-144, 9324 VIRGINIA AVENUE

NORFOLK, VIRGINIA 23511-3095

JULY 2023

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 S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

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Approved by John Taylor, PE, Supervisory General Engineer, with

USSOCOM, via Email.

SOF OWLS CREEK BOAT

MAINTENANCE FACILITY

NOT TO SCALE

D E S

C R

O N

NORFOLK

CHESAPEAKE BAY

VA BEACH

NAS OCEANA

CHESAPEAKE

46413 58 460

PORTSMOUTH

NORTH NORTH

CHESAPEAKE BAY

BELLS ROAD

DAM NECK ROAD

GEN

. B

OOTH

BIRDNECK ROAD

NORTH

S BIRDNECK ROAD

BELLS ROAD

RUDEE

PROJECT

LOCATION

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 S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

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Approved by John Taylor, PE, Supervisory General Engineer, with

USSOCOM, via Email.

DRAWING SHEET INDEX

SHEET

NAVFAC DWG. NO. SHEET TITLENUMBER IDENTIFIER

PLUMBING

66 P-001 12885666 PLUMBING LEGEND, ABBREVIATIONS AND NOTES

67 PL101 12885667 FLOOR PLAN - OVERALL - SANITARY

68 PL110 12885668 FLOOR PLAN - OVERALL - DOMESTIC WATER/COMPRESSED AIR

69 PJ401 12885669 ENLARGED FLOOR PLANS

70 PJ402 12885670 ENLARGED FLOOR PLANS

71 PJ501 12885671 PLUMBING DETAILS

72 PJ502 12885672 PLUMBING DETAILS

73 PJ503 12885673 PLUMBING DETAILS

74 PJ601 12885674 PLUMBING SCHEDULES

75 PJ701 12885675 PLUMBING DIAGRAMS

76 PJ702 12885676 PLUMBING DIAGRAMS

MECHANICAL

77 M-001 12885677 MECHANICAL LEGEND, ABBREVIATIONS AND NOTES

78 MH101 12885678 FLOOR PLAN - OVERALL - MECHANICAL DUCTWORK

79 MH401 12885679 ENLARGED FLOOR PLANS

80 MI501 12885680 MECHANICAL DETAILS

81 MI601 12885681 MECHANICAL SCHEDULES

82 MI801 12885682 MECHANICAL CONTROLS

83 MI802 12885683 MECHANICAL CONTROLS

ELECTRICAL

84 E-001 12885684 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES

85 ED101 12885685 ELECTRICAL SITE PLAN - DEMOLITION

86 ES101 12885686 ELECTRICAL SITE PLAN

87 ES501 12885687 ELECTRICAL SITE DETAILS

88 EL101 12885688 FLOOR PLAN - LIGHTING

89 EL401 12885689 LIGHTING PLAN - BID OPTIONS

90 EL501 12885690 LIGHTING DIAGRAMS AND DETAILS

91 EL502 12885691 LUMINAIRE SCHEDULE

92 EP101 12885692 FLOOR PLAN - POWER

93 EP401 12885693 POWER PLAN - BID OPTIONS

94 EP601 12885694 POWER SINGLE LINE AND PANELBOARD SCHEDULES

95 EG101 12885695 LIGHTNING PROTECTION PLAN

96 EG501 12885696 LIGHTNING PROTECTION DETAILS

97 EG601 12885697 ELECTRICAL GROUNDING RISER DIAGRAM

TELECOMMUNICATIONS

98 T-001 12885698 TELECOMMUNICATIONS SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES

99 TS101 12885699 ELECTRONIC SECURITY SYSTEM - SITE PLAN

100 TY101 12885700 FLOOR PLAN - ELECTRONIC SECURITY SYSTEM

101 TY501 12885701 SECURITY DETAILS

102 TY601 12885702 SECURITY RISER DIAGRAMS

SHEET

NAVFAC DWG. NO. SHEET TITLENUMBER IDENTIFIER

LANDSCAPE

35 LP101 12885635 LANDSCAPE PLAN

36 LP501 12885636 LANDSCAPE DETAILS

STRUCTURAL

37 S-001 12885637 STRUCTURAL GENERAL NOTES AND LEGEND

38 SB101 12885638 FOUNDATION AND SLAB-ON-GRADE PLAN

39 SB501 12885639 FOUNDATION DETAILS

40 SB502 12885640 SLAB-ON-GRADE DETAILS

41 SB901 12885641 3D FOUNDATION REPRESENTATION AND FOUNDATION REACTIONS

ARCHITECTURE

42 AE001 12885642 ARCHITECTURAL NOTES AND SYMBOLS

43 AE002 12885643 AIR BARRIER PLAN, SECTIONS AND DETAILS

44 AE101 12885644 FLOOR PLAN

45 AE105 12885645 REFLECTED CEILING PLAN

46 AE109 12885646 ROOF PLAN

47 AE201 12885647 BUILDING EXTERIOR ELEVATIONS

48 AE301 12885648 BUILDING SECTIONS

49 AE401 12885649 WALL SECTIONS

50 AE402 12885650 RESTROOM 106 OPTION - PLAN, ELEV. & DETAILS

51 AE403 12885651 OFFICE 107 OPTION PLAN, ELEV. & DETAILS

52 AE404 12885652 INTERIOR ELEVATIONS & DETAILS

53 AE501 12885653 EXTERIOR DETAILS

54 AE505 12885654 ROOF DETAILS

55 AE510 12885655 INTERIOR PARTITION TYPE SCHEDULE AND DETAILS

56 AE601 12885656 DOOR SCHEDULE AND DETAILS

57 AE602 12885657 DOOR DETAILS

58 AG601 12885658 SIGNAGE SCHEDULES AND DETAILS

INTERIORS

59 IF101 12885659 FURNITURE PLAN

60 IF401 12885660 FURNITURE PLAN, RESTROOM 106 OPTION

61 IF402 12885661 FURNITURE PLAN - OFFICE 107 OPTION

62 IN101 12885662 FLOOR FINISH PLAN

63 IN401 12885663 FLOOR FINISH PLAN - RESTROOM 106 OPTION

64 IN402 12885664 FLOOR FINISH PLAN - OFFICE 107 OPTION

65 IN601 12885665 INTERIOR FINISH TRANSITIONS, SCHEDULE, AND LEGEND

SHEET

NAVFAC DWG. NO. SHEET TITLENUMBER IDENTIFIER

GENERAL

1 GI001 12885601 COVER SHEET

2 GI002 12885602 DRAWING SHEET INDEX

3 GI003 12885603 BUILDING CODE ANALYSIS

4 GI101 12885604 FLOOR PLAN - LIFE SAFETY

HAZARDOUS MATERIALS

5 HV100 12885605 EXISTING ENVIRONMENTAL CONDITIONS

6 HD100 12885606 DEMOLITION SITE ENVIRONMENTAL CONSTRAINTS

7 H-501 12885607 ENVIRONMENTAL DETAILS

8 H-502 12885608 EXISTING REFUELING PAD

SURVEY

9 V-001 12885609 LEGEND, SURVEY NOTES,, AND SCHEDULES

10 V-101 12885610 TOPOGRAPHIC SURVEY

11 V-102 12885611 TOPOGRAPHIC SURVEY

GEOTECHNICAL

12 B-001 12885612 SUBSURFACE EXPLORATION PLAN AND NOTES

13 B-002 12885613 SUBSURFACE EXPLORATION PLAN AND NOTES

14 B-101 12885614 SUBSURFACE EXPLORATION RECORDS

15 B-102 12885615 SUBSURFACE EXPLORATION RECORDS

CIVIL

16 C-001 12885616 CIVIL LEGEND AND NOTES SHEET

17 C-002 12885617 SEQUENCE PLAN

18 CD101 12885618 DEMOLITION PLAN

19 CS101 12885619 SITE PLAN

20 CS501 12885620 CONSTRUCTION DETAILS

21 CS502 12885621 CONSTRUCTION DETAILS

22 CS503 12885622 CONSTRUCTION DETAILS

23 CS504 12885623 CONSTRUCTION DETAILS

24 CS505 12885624 CONSTRUCTION DETAILS

25 CS506 12885625 CONSTRUCTION DETAILS

26 CG101 12885626 GRADING PLAN

27 CU101 12885627 UTILITY PLAN

28 CU201 12885628 SANITARY PROFILE

29 CU501 12885629 UTILITY DETAILS

30 CU502 12885630 PUMP STATION DETAILS

31 CE101 12885631 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1

32 CE102 12885632 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2

33 CE501 12885633 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

34 CE502 12885634 EROSION AND SEDIMENT CONTROL NOTES

AREA MAP GENERAL PROJECT NOTESLOCATION MAP

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 TO

COMMENCEMENT OF RELATED WORK.

9 THE CORROSION PREVENTION AND CONTROL ENVIRONMENTAL SEVERITY

CLASSIFICATION (ESC) FOR THIS PROJECT IS C5. CORROSION PRONE

LOCATIONS ARE INDICATED ON SHEET AE101 AND REQUIRE THE

MATERIAL AND CORROSION PROTECTION INDICATED IN THE

SPECIFICATIONS

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.

VICINITY MAP

VICINITY

MAP

LOCATION MAP

D E S

C R

O N

APPLICABLE CODES, STANDARD, AND DESIGN CRITERIA

STANDARD TITLE REVISION DATE NOTES

UFC 1-200-01 DOD BUILDING CODE 1 SEPTEMBER 2022 --

UFC 3-600-01* FIRE PROTECTION ENGINEERING FOR FACILITIES 12 AUGUST 2020 CHANGE 6

IBC INTERNATIONAL BUILDING CODE 2021 APPLICABLE CHAPTERS PER UFC

1-200-01; MEANS OF EGRESS

SHALL BE BASED UPON THE LIFE

SAFETY CODE

NFPA 1 FIRE CODE 2022 --

--NFPA 30A CODE FOR MOTOR FUEL DISPENSING FACILITIES

AND REPAIR GARAGES

NFPA 101 LIFE SAFETY CODE (LSC) 2021

* UFC 3-600-01 GENERALLY REQUIRES CONSTRUCTION ISSUES TO COMPLY WITH IBC CRITERIA AND LIFE SAFETY/EGRESS ISSUES TO MEET THE REQUIREMENTS OF LSC. CONFLICTS BETWEEN THE IBC AND LSC RELATED TO FIRE RESISTANCE ARE REQUIRED TO COMPLY WITH LSC

CRITERIA AND APPLICABLE PROVISIONS OF THE UFC CODE (UFC 3-600-01 § 2-1.1).

BUILDING DESCRIPTION

TYPE OF CONSTRUCTION IIB (TYPE IIB WAS SELECTED TO LIMIT FIRE FLOW REQUIREMENT TO 1500 GPM FOR 2 HOURS IN

ACCORDANCE WITH NFPA 1 TABLE 18.4.5.2.1)

NUMBER OF STORIES 1

BUILDING HEIGHT <28'-0"

NUMBER OF

STORIES

OCCUPANCY

AND USE

(A)

BLDG AREA PER

STORY (ACTUAL)

1 GROUP S-1

(B)

TABLE 506.2 AREA

(PER STORY)

(C)

AREA FOR FRONTAGE

INCREASE (100% OPEN)

(E)

ALLOWABLE AREA

5,700 SF 17,500 N/A 17,500

ALLOWABLE AREA FOR NEW CONSTRUCTION (TYPE IIB)

ALLOWABLE HEIGHT (TYPE IIB)

ALLOWABLE

(TABLE 504.3)

BUILDING HEIGHT 55'-0"

ACTUAL

<28'-0"

NUMBER OF STORIES 2 1

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS OF TYPE IIB

BUILDING BASED ON FIRE SEPATION DISTANCE (IBC TABLE 602)

FIRE SEPARATION DISTANCE TO LOT LINE USE GROUP S-1

FSD < 5 FT

5FT ≥ FSD < 10FT

FSD ≥ 10FT

1 HR

0 HR

NOTES

STRUCTURAL FRAME, INCLUDING COLUMNS,

GIRDERS, TRUSSES

BUILDING ELEMENT HOURLY RATING

REQ'D TYPE IIB PROVIDED

BEARING WALLS

EXTERIOR

INTERIOR

NONBEARING WALLS AND PARTITIONS

EXTERIOR WALLS

NEAREST BUILDINGS ARE BUILDING 3053 ON THE NORTH DISTANCED ~190 FT AND BUILDING TPS-8 ON THE NORTH EAST SIDE DISTANCED >80 FT.

THERE ARE NO BUILDINGS TO THE WEST, SOUTH, AND EAST SIDES, WITH FENCE LOCATED AT LEAST 30 FEET FROM THE BUILDING EXTERIOR AND 20 FEET OF CLEAR SPACE BEYOND THE FENCED PERIMETER. NO RATING IS REREQUIRED ON EXTERIOR WALL.

FLOOR CONST. INCLUDING SUPPORTING

BEAMS AND JOISTS

ROOF CONSTRUCTION INCLUDING

SUPPORTING BEAMS AND JOISTS

EXIT ENCLOSURES NOT APPLICABLE

TYPE IIB FIRE RESISTANCE RATINGS (IN HOURS) OF STRUCTURAL ELEMENTS

0 0

1 -

SHAFT ENCLOSURES 1 -

ADDITIONAL FIRE RESISTIVE RATED CONSTRUCTION REQUIREMENTS

NOTES

FLOOR SEPARATION

BUILDING

ELEMENT/HAZARD

DESCRIPTION

HOURLY RATING

REQ'D LSC PROVIDED

--SB NA

STAIR ENCLOSURES --1 NA

CORRIDOR SEPARATION NO SEPARATED CORRIDOR REQUIRED1 NA

HAZARDOUS AREA NO HAZARDOUS AREAS MEETING NFPA

101 SECTION 8.7 PRESENT

1 NA

OCCUPANCY CLASSIFICATIONS

BOAT MAINTENANCE FACILITY

LSC

USE GROUP S-1

DESCRIPTION OF USE

IBC

SPECIAL PURPOSE

INDUSTRIAL

USE AND OCCUPANCY CLASSIFICATIONS

OCCUPANT LOAD FACTOR

(FT2/PER PERSON)

MAXIMUM PROBABLE NUMBER OF OCCUPANTS

USE

MAINTENANCE BAY

OFFICE SPACE (OPTION) 150

APPLICABLE OCCUPANT LOAD FACTORS

HIGH BAY

OFFICE/RESTROOM

MECHANICAL/

COMPRESSOR/

ELECTRICAL/SECURITY RM

SPECIAL PURPOSE

BUSINESS

STORAGE

FIRST FLOOR TOTAL 5,285 10

AREA OCCUPANCY APPROX. AREA OCCUPANT LOAD

FACTOR

OCCUPANT LOAD

FIRST FLOOR

NUMBER OF EXITS AND CAPACITY

FLOOR LEVEL

FIRST FLOOR

REQUIRED

EXIT CAPACITY

AVAILABLE

EXIT CAPACITY

NUMBER OF

EXITS REQUIRED

NUMBER OF

EXITS PROVIDED

10 2 - 34" WIDE DOORS 2 2

CALCULATED OCCUPANT LOADS PER LSC

BUILDING CODE AND LIFE SAFETY ANALYSIS

--NFPA 58 LIQUEFIED PETROLEUM GAS CODE 2020

* THE FACILITY IS CONSTRUCTED WITHIN ALLOWABLE BULDING HEIGHT AND BUILDING AREA.

NOT APPLICABLE

STORAGE USE

(MECHANICAL/COMPRESSOR/ELECTRICAL/RESTROOM (OPTION))

STORAGE USE (SECURITY ROOM)

COMMON PATH OF TRAVEL

• NON-SPRINKLERED SPECIAL PURPOSE INDUSTRIAL OCCUPANCY (LSC 40.2.5.1)

50 FEET 24 FEET

DEAD END PATH OF TRAVEL

• NON-SPRINKLERED SPECIAL PURPOSE OCCUPANCY (LSC 40.2.5.1)

50 FEET NA

TOTAL TRAVEL DISTANCE

• NON-SPRINKLERED SPECIAL PURPOSE OCCUPANCY (LSC 40.2.6.1)

300 FEET 74 FEET

COMMON PATH, DEAD END, & TOTAL TRAVEL DISTANCE ANALYSIS

MAX ALLOWED MAX OBSERVEDTRAVEL DISTANCE REQUIREMENT

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 S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

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Approved by John Taylor, PE, Supervisory General Engineer, with

USSOCOM, via Email.

07/13/2023

SYMBOL DESCRIPTION

COMMON PATH OF TRAVEL

MAXIMUM TRAVEL DISTANCE

MTD = X'-XX"

DEAD -END CORRIDORDE = X'-XX"

CPT = X'-XX"

ABC

MULTI-PURPOSE PORTABLE FIRE EXTINGUISHER

1 2 3 54

TDT2

62' - 0"

CPT1

23' - 6"

TDT1

62' - 0"

HIGH BAY

SECURITY ROOM

ELECTRICAL

COMPRESSOR

MECHANICAL

105 TDT3

73' - 6"

TDT4

66' - 0"

ABC

OFFICE OPTION

RESTROOM OPTION

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 S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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GENERAL NOTES

LIFE SAFETY LEGEND

WORK NOTES

KEY PLAN

GRAPHIC SCALE(S)

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

TRAVEL DISTANCE SUMMARY

ID ACTUAL

MAXIMUM

ALLOWED

CPT1 23' - 6" 50'-0"

TDT1 62' - 0" 300'-0"

TDT2 62' - 0" 300'-0"

TDT3 73' - 6" 300'-0"

TDT4 66' - 0" 300'-0"

1/8" = 1'-0"1 LIFE SAFETY

S C

I O N

Approved by John Taylor, PE, Supervisory General Engineer, with

GENERAL ENVIRONMENTAL NOTES

GRAPHIC SCALE

HV100

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LEGEND

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GENERAL NOTES

HD100

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MOBILE GROUNDWATER CONTAMINANT REMOVAL SYSTEMD1

TYPICAL LIQUID STORAGE [FRAC] TANK DETAILA1

TYPICAL FEATURES

SIDE VIEW

TOP VIEW

FRONT VIEW

GENERAL SHEET NOTES

TEMPORARY CONTAINMENT BERM, NON-HAZARDOUS SOLID WASTEA4

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EXISTING SITE NOTES EXISTING UTILITY SCHEDULE EXISTING UTILITY NOTES

SURVEY NOTES

SURVEY CONTROL POINTS

V-001

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CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

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DES DRW

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

CAD ALB

M M

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1707671

ENGINEERS + SURVEYORS

08-24-2022 lawrence.johns Text Box

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GRAPHIC SCALE

V-101

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SCALE:

CONSTR. CONTR. NO.

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POINT TABLE

TYPICAL FENCE AND CORNER PANEL ELEVATIONC1 TYPICAL FENCE AND BRACED PANEL ELEVATIONC4

LINE POST DETAILSA2

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TYPICAL 3 STRAND BARBED WIRE AND SINGLE EXTENSION ARM CONFIGURATIONB1

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EROSION CONTROL LEGEND

EROSION CONTROL DEVICES AS PER CURRENT EDITION OF THE

VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND DETAILS

PROVIDED HEREIN

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EROSION CONTROL DEVICES AS PER CURRENT EDITION OF THE

VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND DETAILS

PROVIDED HEREIN

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1. PRIOR TO LANDSCAPE INSTALLATION, LOCATE AND PROTECT GAS,

WATER AND COMMUNICATION UTILITIES.

2. SEED ALL AREAS DISTURBED BY CONSTRUCTION.

3. TREE REMOVAL AND SELECTED ROOT/LIMB PRUNING TO BE UNDER

THE DIRECTION OF A CERTIFIED ARBORIST.

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LIMITS OF DISTRUBANCE

WETLANDS FROM GEOFIDELIS

50' WETLAND BUFFER

TURFGRASS SEED MIX

NATURALIZED SEED MIX

ASPHALT PAVEMENT

Approved by John Taylor, PE, Supervisory General Engineer, with

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X COLUMN GRID MARK

WORK KEYNOTE

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CFX.X COLUMN FOOTING MARK

CONCRETE

EARTH

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SLAB JOINT LINE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

PREMOLDED

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TOP OF FOOTING ELEVATIONTOF X'-X"

DESIGN WIND PRESSURES FOR ROOF COMPONENTS AND CLADDING (PSF)

ROOF ZONE

1, 2e

2n, 2r, 3e

DESIGN WIND PRESSURES FOR WALL COMPONENTS AND CLADDING (PSF)

EFFECTIVE WIND AREA (SQFT)

WALL ZONE

TABLE NOTES:

1. POSITIVE AND NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TOWARD AND

AWAY FROM THE SURFACES, RESPECTIVELY.

2. BUILDING ZONES ARE DEFINED IN ASCE 7-16 FIGURES 30.3-1 AND 30.3-2B.

3. WIND PRESSURES INDICATED ARE AT STRENGTH-LEVEL (WIND LOAD

FACTOR = 1.0).

4. FOR DESIGN OF DEFLECTION-CONTROLLED COMPONENTS AND CLADDING,

DESIGN WIND PRESSURES MAY BE MULTIPLIED BY .42 TO CONVERT

LOADING TO ASD FOR A 10-YEAR MEAN RECURRENCE INTERVAL.'

5. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN, INTERPOLATE TO

DETERMINE PRESSURE VALUE. OTHERWISE, USE THE PRESSURE VALUE

ASSOCIATED WITH THE LOWER EFFECTIVE WIND AREA.

EFFECTIVE WIND AREA (SQFT)

31.8

10 20 50 100

10 100 200 500

-76.0 29.7 -76.0 26.8 -50.2 24.7 -30.7

-106.2 -93.2 -76.0 -63.0

-124.3 -107.9 -86.3 -70.0

42.8 -45.5 38.0 -40.7 36.6 -39.3 34.7 -37.4

-53.7 -44.1 -41.2 -37.442.8 38.0 36.6 34.7

31.8 29.7 26.8 24.7

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

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Approved by John Taylor, PE, Supervisory General Engineer, with

USSOCOM, via Email.

GENERAL NOTES

LEGEND

1. UFC 1-200-01 (01 SEPTEMBER 2022), DOD BUILDING CODE, IS THE

FOUNDATIONAL DOCUMENT FOR THE DESIGN OF THE STRUCTURAL SYSTEM

FOR THIS PROJECT. BELOW ARE CORE UFC, CONSENSUS BUILDING CODES

AND STANDARDS USED FOR THE DESIGN OF THE STRUCTURAL SYSTEM:

CORE UNIFIED FACILITIES CRITERIA:

UFC 3-301-01 (1 OCTOBER 2019 CHANGE 1, 4 FEBRUARY 2022):

STRUCTURAL ENGINEERING

UFC 3-320-06A (1 MARCH 2005): CONCRETE FLOOR SLABS ON GRADE

SUBJECTED TO HEAVY LOADS

CONSENSUS BUILDING CODES AND STANDARDS:

GENERAL:

IBC 2021: INTERNATIONAL BUILDING CODE

ASCE 7-16, WITH SUPPLEMENT 1: AMERICAN SOCIETY OF CIVIL

ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES

CONCRETE:

ACI 318-19: AMERICAN CONCRETE INSTITUTE, BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE

METALS:

ANSI/AISC 325-17: AMERICAN INSTITUTE OF STEEL CONSTRUCTION,

STEEL CONSTRUCTION MANUAL

ANSI/AISC 360-16: AMERICAN INSTITUTE OF STEEL CONSTRUCTION,

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

AISI D100: AMERICAN IRON AND STEEL INSTITUTE, COLD-FORMED

STEEL DESIGN MANUAL

ANSI/AISI S100-16: AMERICAN IRON AND STEEL INSTITUTE, NORTH

AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED

STEEL STRUCTURAL MEMBERS

AWS D1.1-2015: AMERICAN WELDING SOCIETY, STRUCTURAL

WELDING CODE – STEEL

5. ROOF SNOW LOAD DATA:

A. GROUND SNOW LOAD: pg = 10 PSF B. FLAT-ROOF SNOW LOAD: pf = 7 PSF C. SNOW EXPOSURE FACTOR: Ce = 1.0 FOR PARTIALLY EXPOSED AT

SURFACE ROUGHNESS CATEGORY C

D. SNOW LOAD IMPORTANCE FACTOR: IS = 1.0

E. THERMAL FACTOR: Ct = 1.0 F. SLOPE FACTOR: Cs 1.0

G. DRIFT SURCHARGE: NOT APPLICABLE

1. RISK CATEGORY: II

2. LIVE LOADS:

UNIFORM:

A. SLAB-ON-GRADE: 150 PSF

B. ROOF: 20 PSF - REDUCTION TO 12 PSF IS ACCEPTABLE FOR CLEAR

SPAN RIGID FRAMES AND HAS BEEN USED FOR FOUNDATION DESIGN

CONCENTRATED:

A. SLAB-ON-GRADE: 2,000 LBS UNIFORMLY DISTRIBUTED OVER AN AREA

2.5 FEET BY 2.5 FEET

B. ROOF: 300 LBS

VEHICLE LOADS:

A. TRACTOR TRAILER: 80,000 LBS (GROSS VEHICLE WEIGHT)

B. CXT TRUCK: 37,000 LBS (GROSS VEHICLE WEIGHT)

C. TRAILER WITH CRAFT: 40,000 LBS

DESIGN LOADS AND CRITERIA DESIGN LOADS AND CRITERIA (CONTINUED) GEOTECHNICAL INFORMATION (CONTINUED)

1. DESIGN RESPONSIBILITY FOR THE FOLLOWING ENGINEERED SYSTEMS AND

COMPONENT PARTS IS DELEGATED TO A QUALIFIED DELEGATED

REGISTERED PROFESSIONAL ENGINEER SELECTED BY THE CONTRACTOR.

A. METAL BUILDING SYSTEM. REFER TO THIS SHEET FOR METAL

BUILDING SYSTEMS NOTES.

SERVICEABILITY LIMITS

1. SHALLOW FOUNDATION SETTLEMENT LIMIT: 1/2-INCH DIFFERENTIAL OR 1-INCH

TOTAL.

2. SLAB-ON-GRADE SETTLEMENT: 1/2-INCH POST CONSTRUCTION TOTAL

SETTLEMENT DUE TO FILL LOADS AND DEAD AND LIVE LOADS.

3. ROOF LIVE LOAD INDUCED DEFLECTION LIMIT: L/240

1. THE INFORMATION PROVIDED IN THE PROJECT GEOTECHNICAL DESIGN

MEMORANDUM PREPARED BY NAVFAC MID-ATLANTIC FOR P-1344 SOF BOAT

MAINTENANCE AND STORAGE FACILITY AT NAVAL AIR STATION OCEANA, DAM

NECK ANNEX AND DATED SEPTEMBER 22, 2022 HAS BEEN USED FOR THE

DESIGN OF THE FOUNDATIONS.

2. SITE PREPARATION:

A. EXCAVATE, FILL, AND BACKFILL IN ACCORDANCE WITH THE

CONTRACT DRAWINGS AND SPECIFICATIONS.

B. DO NOT INSTALL FOUNDATION WORK UNTIL IT HAS BEEN

COORDINATED WITH ADJACENT UNDERGROUND UTILITIES. SLEEVE

OR LOWER FOOTINGS WHERE REQUIRED. DO NOT INSTALL UTILITIES

UNDER ISOLATED COLUMN FOOTINGS. INSTALL UTILITIES

PERPENDICULAR TO WALL FOOTINGS.

2. THIS PROJECT IS SUBJECT TO IBC 2021 SPECIAL INSPECTION REQUIREMENTS

AS MODIFIED BY UFC 3-301-01 AND UFC 3-600-01. THE STATEMENT AND

SCHEDULE OF SPECIAL INSPECTIONS, INCLUDED WITH THE PROJECT

SPECIFICATIONS, DEFINE THE SCOPE OF SPECIAL INSPECTIONS.

3. THIS PROJECT IS SUBJECT TO IBC 2021 STRUCTURAL OBSERVATION

REQUIREMENTS FOR STRUCTURES. THE PROJECT SPECIFICATIONS DEFINE

THE SCOPE OF STRUCTURAL OBSERVATIONS.

4. THE STRUCTURAL SYSTEM HAS NOT BEEN DESIGNED TO RESIST

PROGRESSIVE COLLAPSE IN ACCORDANCE WITH UFC 4-023-03.

5. THE STRUCTURES ASSOCIATED WITH THIS PROJECT DO NOT MEET THE

OCCUPANCY LEVELS OF INHABITED BUILDINGS. THEREFORE, THE

STRUCTURES ARE EXEMPT FROM UFC 4-010-01 ANTITERRORISM PROVISIONS.

6. COORDINATE STRUCTURAL WORK WITH WORK SHOWN ON OTHER

DRAWINGS. VERIFY AND COORDINATE THE REQUIREMENTS OF OTHER

TRADES FOR SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES AND

OTHER ITEMS INCORPORATED IN THE STRUCTURAL WORK.

7. CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. PROVIDE

MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO,

SHORING AND TEMPORARY BRACING TO MAINTAIN THE STRUCTURE IN A

SAFE AND STABLE CONDITION AT ALL TIMES. THE CONTRACTOR IS SOLELY

RESPONSIBLE TO DETERMINE ERECTION PROCEDURES AND SEQUENCE OF

CONSTRUCTION. UNDERTAKE NECESSARY MEASURES TO ENSURE SAFETY

OF PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE.

VISITS TO THE SITE BY THE CONTRACTING OFFICER OR CONTRACTING

OFFICER'S REPRESENTATIVE DO NOT RELIEVE THE CONTRACTOR OF SUCH

RESPONSIBILITY.

8. WHERE CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE

CONTRACT DRAWINGS OR SPECIFICATIONS, CONSTRUCT OF THE SAME

CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. WHERE

SECTIONS VARY, PROVIDE FOR SMOOTH TRANSITIONS BETWEEN THEM,

UNLESS NOTED OTHERWISE.

9. REPORT DIMENSIONAL DISCREPANCIES BETWEEN DRAWINGS TO THE

CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AFFECTED AREAS.

10. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND

SUPERVISION OF THE WORK ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

11. DETAILS TITLED OR NOTED AS TYPICAL OR STANDARD APPLY NOT ONLY

WHERE SPECIFICALLY INDICATED OR REFERENCED BUT ALSO IN OTHER

CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE.

DETERMINE APPLICABILITY OF TYPICAL AND STANDARD DETAILS FROM

DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION

CONDITION WITH ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY

INDICATED OR REFERENCED.

3. DEAD LOADS:

A. SELF WEIGHT OF MATERIALS

B. ROOF COLLATERAL DEAD LOAD : 10 PSF

4. UNIFORM, CONCENTRATED AND VEHICLE LIVE LOADS HAVE NOT BEEN

APPLIED CONCURRENTLY. WHERE UNIFORM, CONCENTRATED AND

VEHICLE LOADS ARE INDICATED, THE SUPPORTING STRUCTURE HAS BEEN

DESIGNED FOR THE LOAD THAT PRODUCES THE GREATER LOAD

EFFECTS.

6. WIND DESIGN DATA:

A. BASIC DESIGN WIND SPEED: 124 MPH

B. ALLOWABLE STRESS DESIGN WIND SPEED: 96 MPH

C. WIND EXPOSURE CATEGORY: C

D. INTERNAL PRESSURE COEFFICIENT: GCpi = +/- 0.52 E. LARGE-VOLUME BUILDING REDUCTION FACTOR: Ri = 0.94

F. ENCLOSURE CLASSIFICATION: PARTIALLY ENCLOSED

G. TOPOGRAPHIC FACTOR: Kzt = 1.0

H. THE BUILDING LOCATION IS A HURRICANE-PRONE REGION SINCE

THE BASIC WIND SPEED FOR RISK CATEGORY II IS GREATER THAN

115 MPH.

I. THE BUILDING LOCATION IS NOT A WIND-BORNE DEBRIS REGION

SINCE THE BASIC WIND SPEED IS NOT EQUAL TO OR GREATER

THAN 130 MPH.

J. THE MAIN WIND FORCE-RESISTING SYSTEM (MWFRS) IS THE

SEISMIC FORCE-RESISTING SYSTEM (SFRS) DESCRIBED UNDER

SEISMIC DESIGN DATA.

K. COMPONENTS AND CLADDING WIND PRESSURES: USE WIND

PRESSURES TABULATED BELOW FOR THE DESIGN OF COMPONENT

AND CLADDING ELEMENTS OR RETAIN A PROFESSIONAL ENGINEER

TO DETERMINE WIND PRESSURES FOR SPECIFIC EFFECTIVE WIND

AREAS.

7. SEISMIC DESIGN DATA

A. SEISMIC IMPORTANCE FACTOR: IE = 1.0

B. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:

SS = 0.077g, S1 = 0.038g

C. SITE CLASS: D

D. SHORT-PERIOD SITE COEFFICIENT: Fa = 1.6 E. LONG-PERIOD SITE COEFFICIENT: Fv = 2.4

F. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:

SDS = 0.082g, SD1 = 0.061g

G. SEISMIC DESIGN CATEGORY: A

H. BASIC SEISMIC FORCE-RESISTING SYSTEM: STEEL SYSTEMS

COMPRISED OF MOMENT-RESISTING FRAMES NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE

I. SEISMIC RESPONSE COEFFICIENT: Cs = 0.027

J. RESPONSE MODIFICATION COEFFICIENT: R = 3

K. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE

ANALYSIS

L. THE ASCE 7-16 SEISMIC DESIGN REQUIREMENTS FOR BUILDINGS DO

NOT APPLY TO THIS BUILDING SINCE IT HAS BEEN ASSIGNED TO

SEISMIC DESIGN CATEGORY A.

8. FLOOD DESIGN DATA:

A. PROJECT SITE IS IN FLOOD ZONE X WHICH INDICATES AN AREA OF

MINIMAL FLOOD HAZARD IN ACCORDANCE WITH FEMA FLOOD MAPS.

B. FLOOD DESIGN CLASS 2 ASSIGNED ACCORDING TO ASCE 24

C. FINISHED FLOOR ELEVATION = 11.30 FEET

9. ROOF RAIN LOAD DATA: 100-YEAR RAIN INTENSITY: i = 3.5 INCH/HOUR

10. NOTIONAL LOADS FOR GENERAL STRUCTURAL INTEGRITY: IN ACCORDANCE

WITH ASCE 7-16 SECTION 1.4

DELEGATED ENGINEERED SYSTEMS

2. REFER TO THIS SHEET FOR APPLICABLE DESIGN STANDARDS, LOADS,

CRITERIA, SERVICEABILITY LIMITS.

3. INCLUDE SIGNED SEALS FOR WORK DESIGNED BY THE DELEGATED ENGINEER.

4. DO NOT START FABRICATION OF THE DELEGATED SYSTEM OR COMPONENT

PART OR FIELD CONSTRUCTION THAT MAY BE AFFECTED BY THE SYSTEM OR

COMPONENT PART WITHOUT SUBMITTAL APPROVAL BY THE STRUCTURAL

ENGINEER OF RECORD.

4. WIND INDUCED LATERAL DRIFT AND DEFLECTION LIMITS BASED ON 0.42

TIMES THE BASIC COMPONENT AND CLADDING LOADS (ALLOWABLE STRESS

DESIGN WIND SPEED WITH A 10-YEAR MEAN RETURN INTERVAL):

A. BUILDING LATERAL DRIFT: H/320

B. ROOF FRAMING DEFLECTION: L/240

C. WALL FRAMING DEFECTION: L/240

3. GROUND FLOOR SLABS (SLAB-ON-GRADE):

A. MODULUS OF SUBGRADE REACTION: 150 PCI FOR SLAB-ON-GRADE

BEARING- UPON WELL-COMPACTED STRUCTURAL FILL MATERIAL.

B. THE TERM 'POROUS FILL' USED ON THE STRUCTURAL DRAWINGS

AND IN THE SPECIFICATIONS IS SYNONYMOUS WITH THE TERM

'CAPILLARY WATER BARRIER' USED IN OTHER PARTS OF THE

SPECIFICATIONS.

4. BUILDING FOUNDATIONS:

A. MAXIMUM NET ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF

B. FACTOR OF SAFETY FOR OVERTURNING AND SLIDING STABILITY:

a. 2.0 FOR LOAD COMBINATIONS NOT INCLUDING WIND

b. 1.5 FOR LOAD COMBINATIONS INCLUDING WIND

C. COEFFICIENT OF SLIDING FRICTION: 0.35 BETWEEN BOTTOM OF

FOOTINGS AND FOOTING SUBGRADE

D. FROST PENETRATION DEPTH IS 5 INCHES BELOW FINAL SITE

GRADES. BEAR BOTTOM OF EXTERIOR FOUNDATIONS A MINIMUM OF

18 INCHES BELOW EXTERIOR FINISH SITE GRADES FOR BEARING

CAPACITY CONSIDERATIONS AND TO PROVIDE ADEQUATE

EMBEDMENT FOR FROST PROTECTION. LOWER FOOTINGS AS

REQUIRED TO MAINTAIN COVERAGE IF NECESSARY SUBJECT TO

REVIEW AND APPROVAL OF THE CONTRACTING OFFICER.

E. EXCAVATE, FILL, AND BACKFILL IN ACCORDANCE WITH THE

CONTRACT DRAWINGS AND SPECIFICATIONS.

F. COORDINATE FOUNDATION WORK WITH ADJACENT UNDERGROUND

UTILITIES AND STRUCTURES. DO NOT PLACE FOUNDATIONS PRIOR

TO SUCH COORDINATION.

G. ROUTE UTILITIES PERPENDICULAR TO PERIMETER TURNED-DOWN

SLAB EDGE. DO NOT PLACE UTILITIES UNDER COLUMN FOOTINGS.

H. SUBJECT TO APPROVAL ON CONTRACTING OFFICER, LOWER

FOOTINGS TO PASS UNDER UTILITY LINES.

I. PRIOR TO PLACING FOUNDATION REINFORCEMENT AND CONCRETE,

ALLOW SPECIAL INSPECTOR, A GEOTECHNICAL ENGINEER, TO

INSPECT FOOTING SUBGRADE FOR LOOSE, SOFT, EXPANSIVE, OR

OTHERWISE UNSUITABLE MATERIALS. WHEN REQUIRED, THE

GEOTECHNICAL ENGINEER MUST PROVIDE DIRECTION FOR

CORRECTIVE ACTIONS, SUBJECT TO REVIEW AND APPROVAL OF

THE CONTRACTING OFFICER.

1. USE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING MINIMUM 28-DAY

COMPRESSIVE STRENGTH:

A. SLAB-ON-GRADE: 5,000 PSI

B. BUILDING FOUNDATIONS: 4,000 PSI

2. FORMWORK:

A. COORDINATE CONCRETE WORK WITH THE PLACEMENT OF

PIPING, INSERTS, FLOOR DRAINS, CHAMFER STRIPS, REGLETS

AND OTHER EMBEDDED ITEMS.

B. ACCURATELY PLACE, SUPPORT AND SECURE EMBEDDED ITEM

SUCH AS ANCHOR RODS AND WELD PLATES BEFORE PLACING

CONCRETE TO PREVENT DISPLACEMENT OF EMBEDDED ITEM

BEYOND PERMITTED TOLERANCES.

C. SLEEVE PIPING OR UTILITIES PASSING THROUGH CONCRETE TO

MAINTAIN 1" CLEAR ALL AROUND, UNLESS NOTED OTHERWISE.

REFER TO OTHER DISCIPLINE DRAWINGS FOR SLEEVE DETAILS.

PROVIDE MEASURES TO ENSURE THAT SLEEVES REMAIN FREE OF

DEBRIS AND WATER DURING CONSTRUCTION.

D. PROVIDE 3/4" CHAMFER STRIPS ON EDGES OF EXPOSED

CONCRETE, UNLESS NOTED OTHERWISE.

3. REINFORCING STEEL:

A. DEFORMED BARS: ASTM A615 GRADE 60. SHOP FABRICATE BENT

BARS AND BARS WITH HOOKS.

B. SUPPORT SLAB-ON-GRADE REINFORCING USING WIRE OR PLASTIC

HIGH CHAIRS AND CONTINUOUS HIGH CHAIRS. DO NOT USE BRICKS

TO SUPPORT REINFORCING.

C. UNLESS NOTED OTHERWISE, USE THE FOLLOWING MINIMUM

CONCRETE CLEAR COVER OVER REINFORCEMENT:

a. CAST AGAINST AND PERMANENTLY IN CONTACT WITH

GROUND: 3"

b. EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 2"

c. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

1-1/2"

D. FABRICATE AND PLACE REINFORCING CONTINUOUSLY WITHOUT

SPLICES.

4. JOINTS:

A. LOCATE CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION,

AND OTHER JOINTS AS INDICATED OR SPECIFIED, OR OTHERWISE

APPROVED BY THE CONTRACTING OFFICER.

B. CLEAN SURFACES OF HORIZONTAL AND VERTICAL CONSTRUCTION

JOINTS TO REMOVE LAITANCE AND EXPOSE CLEAN COARSE

AGGREGATE SOLIDLY EMBEDDED IN MORTAR MIX. THOROUGHLY

CLEAN AND WET SURFACE OF CONSTRUCTION JOINTS JUST PRIOR

TO DEPOSITING CONCRETE.

GEOTECHNICAL INFORMATION

CAST-IN-PLACE CONCRETE

1. THE METAL BUILDING SYSTEM DESIGN IS DELEGATED TO THE METAL

BUILDING SYSTEM MANUFACTURER. SUBMIT SHOP DRAWINGS, STRUCTURAL

DESIGN ANALYSIS, AND BUILDING REACTIONS FOR THE METAL BUILDING

SYSTEM PREPARED AND SEALED BY A PROFESSIONAL ENGINEER.

2. DESIGN, MANUFACTURE AND ERECT THE METAL BUILDING SYSTEM IN

ACCORDANCE WITH THE METAL BUILDING MANUFACTURER ASSOCIATION

(MBMA) METAL BUILDING SYSTEMS MANUAL AS MODIFIED BY THE CONTRACT

DOCUMENTS. INCLUDE FRAMING AROUND WALL AND ROOF OPENINGS AND

TO SUPPORT AND BRACE ITEMS REQUIRING SUPPORT FROM THE METAL

BUILDING SYSTEM INCLUDING BUT NOT LIMITED TO DOORS, DUCTWORK,

PIPING, LIGHTS, EQUIPMENT, OVERHEAD COILING DOORS, FANS, AND FIRE

SUPPRESSION EQUIPMENT. COORDINATE AND OBTAIN SIZE, WEIGHT AND

OTHER INFORMATION ABOUT SUPPORTED ITEMS WITH TRADES RESPONSIBLE

FOR PROVIDING THE ITEMS.

3. THE METAL BUILDING STRUCTURAL SYSTEM INCLUDES CLEAR SPAN RIGID

PRIMARY FRAMING WITHOUT INTERIOR COLUMNS, PORTAL FRAMES, ROOF

DIAPHRAGM BRACING, FIXED ENDWALL FRAMING AT ONE END, EXPANDABLE

ENDWALL FRAMING AT OPPOSITE END, ROOF PURLINS AND EXTERIOR-

FRAMED (BYPASS) WALL GIRTS. REFER TO ARCHITECTURAL DRAWINGS FOR

ROOF EAVE HEIGHT, ROOF SLOPE, ROOF SYSTEM, WALL SYSTEM AND

ADDITIONAL METAL BUILDING SYSTEM REQUIREMENTS.

4. DESIGN CLEAR SPAN RIGID PRIMARY FRAMING AS MOMENT-RESISTING

FRAMES TO RESIST LATERAL LOADS IN DIRECTION PERPENDICULAR TO ROOF

RIDGE, INCLUDING AT FIXED AND EXPANDABLE ENDWALL LOCATIONS. DESIGN

PORTAL FRAMES AS MOMENT-RESISTING FRAMES AT LOCATIONS SHOWN ON

THE FOUNDATION PLAN TO RESIST LATERAL LOADS IN DIRECTION PARALLEL

TO ROOF RIDGE.

5. DESIGN COLUMN BASES TO TRANSMIT ONLY VERTICAL AND HORIZONTAL

FORCES (NO MOMENTS) TO FOUNDATIONS. SUBMIT UNFACTORED

REACTIONS AT EACH COLUMN BASE IN ALL THREE PRINCIPAL DIRECTIONS

FOR EACH INDIVIDUAL LOAD CASE AND ALLOWABLE STRESS DESIGN AND

STRENGTH DESIGN LOAD COMBINATIONS. MAXIMUM REACTIONS AND

GOVERNING LOAD COMBINATIONS USED FOR THE FOUNDATION DESIGN ARE

ON SHEET SB901.

6. THE FOUNDATION DESIGN IS PREDICTED UPON THE REACTIONS TABULATED

ON SHEET SB901. MANUFACTURER ANALYSIS RESULTING IN REACTIONS

EXCEEDING THOSE TABULATED REQUIRES FOUNDATION EVALUATION AND

POSSIBLE RE-DESIGN. IF REQUIRED, CONTRACTING OFFICER WILL PROVIDE

DIRECTION FOR FOUNDATION MODIFICATIONS BASED ON FOUNDATION

EVALUATION AND RE-DESIGN.

7. PROVIDE STRUCTURAL STEEL HSS FRAMING AT OVERHEAD COILING DOOR

OPENINGS. DESIGN JAMBS FOR WIND LOADING AND DEFLECTION CRITERIA.

COORDINATE WITH OVERHEAD DOOR MANUFACTURER. DESIGN FOR THE

MORE RESTRICTIVE REQUIREMENTS OF THE DRAWINGS AND DOOR

MANUFACTURER REQUIREMENTS.

8. COORDINATE LEVELING OF BASE PLATES AND GROUTING BENEATH BASE

PLATES WITH FOUNDATION INSTALLER AND METAL BUILDING SYSTEM

ERECTOR.

9. PROVIDE ASTM F1554 GRADE 36 MINIMUM ANCHOR RODS WITH 1'-6" MINIMUM

EMBEDMENT OF SIZE, QUANTITY, AND LAYOUT REQUIRED BY METAL BUILDING

SYSTEM SUPPLIER. OBTAIN PRIOR APPROVAL OF CONTRACTING OFFICER’S

REPRESENTATIVE IF THESE ADJUSTMENTS REQUIRE CHANGING

STRUCTURAL OR ARCHITECTURAL DIMENSIONS OR DETAILS. FOUNDATION

DESIGN BASED ON (4) 1 1/4-INCH DIAMETER GRADE 36 OR (4) 1-INCH

DIAMETER GRADE 105 ANCHOR RODS.

METAL BUILDING SYSTEMS

3. GROUND FLOOR SLABS (SLAB-ON-GRADE) (CONTINUED):

C. PRIOR TO PLACING SLAB CONCRETE AND REINFORCEMENT, ALLOW

SPECIAL INSPECTOR/GEOTECHNICAL ENGINEER TO INSPECT SLAB

SUBGRADE TO EXPLORE THE EXTENT OF ANY POSSIBLE LOOSE,

SOFT, EXPANSIVE, OR OTHERWISE GEOTECHNICALLY UNSUITABLE

SUBGRADE CONDITIONS AND TO VERIFY THE MODULUS OF

SUBGRADE REACTION. DIRECTION FOR CORRECTIVE ACTION MUST

BE PROVIDED WHERE REQUIRED BY THE GOVERNMENT

GEOTECHNICAL ENGINEER SUBJECT TO REVIEW AND APPROVAL BY

THE CONTRACTING OFFICER.

S Y

M D

E S

C R

D A

T E

A P

P R

1. TOP OF SLAB-ON-GRADE FINISHED FLOOR REFERENCE ELEVATION IS 0'-0".

ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE RELATIVE TO THE

REFERENCE ELEVATION. REFERENCE ELEVATION CORRESPONDS TO AN

ELEVATION OF 11.30 ABOVE SEA LEVEL BASED ON THE VIRGINIA NORTH

AMERICAN VERTICAL DATUM, 1988 (NAVD88).

2. TOP OF COLUMN FOOTINGS ARE 2'-0" BELOW THE SLAB-ON-GRADE FINISHED

FLOOR REFERENCE ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. TOP

OF COLUMN PEDESTALS ARE AT TOP OF SLAB-ON-GRADE ELEVATION.

3. REFER TO S-001 FOR STRUCTURAL GENERAL NOTES AND LEGEND.

4. REFER TO SB501 FOR FOUNDATION DETAILS AND SB502 FOR SLAB-ON-GRADE

DETAILS.

5. REFER TO SB901 FOR 3D REPRESENTATION AND FOUNDATION REACTIONS.

2 3 4 5

82' - 8"

1' - 4" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 1' - 4"

FUTURE ADDITION

CP32X44 CP32X44CP32X44CP32X44

CP32X32 CP32X44

CP32X32

TYP

8 8 8 88

TYP

8 8 8

10 10

11 12

TYP

15 15

TYP

13 12

A R

S P

A N

R A

M E

PORTAL FRAME

CP32X44 CP32X44

10 10

PORTAL FRAME

TYP

CF9.5 CF9.5 CF9.5 CF9.5

CF8.0

CF8.0CF8.0

CF8.0

CF8.0 CF9.5 CF9.5 CF9.5 CF9.5

TYP

1' - 4"1' - 4"

0" TYP AT PERIMETER

CP32X32

TOF -3' - 0" TOF -3' - 0" TOF -3' - 0"TOF -3' - 0"

CP32X32CP32X32

CP32X44

CP32X32

SL SL

S L

-3" -3"

-3"

SL SL

S L

SL SL

S L

SL SL

S L

SL SL

S L

4 4

TYP

CF8.0

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 C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

N A

V A

L S

T A

N O

R F

O L K

AS NOTED

C U s e rs

\d a v id

.s a m m o n s

\D o c u m e n ts

\R e v it L o c a l F ile s \Q

-1

-S

-R d a v id

.s a m m o n s

.r v t

SB101

S O

F O

W L S

C R

E E

K B

O A

T M

T E

N A

N C

E F

A C

F O

U N

D A

N A

N D

S L A

B -O

N -G

R A

D E

P L A

SDS

12885638

DMS DMS

07/13/2023

BW/LJ

1707671

E A

C H

N A

S O

C E

A N

A O

W L S

C R

E E

EJA

CWJ

DSN

L A

N T

D C

C O

R E

S B

Approved by John Taylor, PE, Supervisory General Engineer, with

USSOCOM, via Email.

FOUNDATION KEYNOTES

1 8-INCH THICK CONCRETE SLAB-ON-GRADE EXCEPT SLAB THICKNESS VARIES

FROM 9-INCH THICK AT PERIMETER OF AREA BOUNDED BY GRID LINES 3, 4, B

AND C TO 8-INCH THICK AT FLOOR DRAINS. REINFORCE SLAB WITH ONE LAYER

OF #5 EACH DIRECTION TOP. BEGIN REINFORCING PLACEMENT AT 2" FROM

SLAB EDGES AND EQUALLY SPACE AT 1'-4" ON CENTER MAXIMUM BETWEEN.

PLACE SLAB ON 15 MIL VAPOR BARRIER OVER 8-INCH DEEP POROUS FILL.

2 SLAB-ON-GRADE DOWELED CONSTRUCTION JOINT OR DOWELED SAWCUT

JOINT ALONG GRID LINES, FACE OF CONCRETE PEDESTALS AND EQUALLY

SPACED BETWEEN GRID LINES AS INDICATED ON PLAN. JOINT IS ALSO CHANGE

IN SLAB SLOPE AT LOCATIONS INDICATED.

3 SLAB DEPRESSION FOR RESTROOM OPTION - REFER TO ARCHITECTURAL

DRAWINGS FOR DEPTH AND LOCATION. REFER TO SB502 FOR DETAIL.

4 FLOOR DRAIN - REFER TO PLUMBING DRAWINGS FOR LOCATIONS AND DETAILS.

AT HIGH BAY AREA, UNIFORMLY SLOPE SLAB TO SPOT ELEVATIONS AND TO

DRAINS AS SHOWN ON PLAN. SLAB ELEVATION AT DRAINS IS 4" BELOW 0'-0". AT

AREA OF VARYING SLAB THICKNESS, BOTTOM OF SLAB ELEVATION IS

CONSTANT AND TOP OF SLAB ELEVATION VARIES TO ACHIEVE SLOPE TO

DRAINS. AT OTHER AREAS WITH FLOOR DRAINS, SLAB DOES NOT SLOPE TO

DRAIN.

5 SLAB SLOPE CHANGE LINE WHERE SLOPE STARTS OR CHANGES DIRECTION.

6 (2) #5 X 4'-0" LONG DIAGONAL REENTRANT CORNER REINFORCING PLACED

DIRECTLY BELOW SLAB TOP REINFORCING AT PEDESTAL CORNERS. PLACE

REINFORCING 2" APART AND 2" FROM PEDESTAL CORNER.

7 PIPE BOLLARD - REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND

CIVIL DRAWINGS FOR DETAILS.

8 CLEAR SPAN RIGID FRAME TAPERED COLUMN WITH 12" DEPTH AT BASE.

9 ENDWALL COLUMN - FIXED AT GRID 1 AND REMOVABLE AT GRID 5.

10 PORTAL FRAME COLUMN WITH MAXIMUM 12" NOMINAL DEPTH.

11 EXTERIOR FACE OF CLEAR SPAN RIGID FRAME TAPERED COLUMNS.

12 EXTERIOR EDGE OF SLAB-ON-GRADE.

13 ENDWALL COLUMN CENTERLINE BASED ON 12" NOMINAL COLUMN DEPTH.

14 METAL BUILDING SYSTEM WALL PANEL - REFER TO ARCHITECTURAL

DRAWINGS.

15 OVERHEAD DOOR OPENING - REFER TO ARCHITECTURAL DRAWINGS.

16 PERSONNEL DOOR OPENING - REFER TO ARCHITECTURAL DRAWINGS.

FOUNDATION GENERAL NOTES

PLAN

NORTH

1/8" = 1'-0"

FOUNDATION AND SLAB-ON-GRADE PLAN

GRAPHIC SCALE

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

COLUMN FOOTING SCHEDULE

MARK

DIMENSIONS

REINFORCING STEELWIDTH LENGTH DEPTH

CF8.0 8' - 0" 8' - 0" 1' - 6" (11)-#5 EACH DIRECTION TOP AND BOTTOM

CF9.5 9' - 6" 9' - 6" 1' - 6" (13)-#5 EACH DIRECTION TOP AND BOTTOM

CONCRETE PEDESTAL SCHEDULE

MARK

DIMENSIONS REINFORCING STEEL

WIDTH DEPTH VERTICAL TIES

CP32X32 32" 32" (16) #6 (3) #4 OUTER AND (2) SETS OF #4 INNER

CP32X44 44" 32" (20) #6 (3) #4 OUTER AND (2) SETS OF #4 INNER

S Y

M D

E S

C R

D A

T E

A P

GROUND FLOOR

0' - 0"

SITE PAVING

COLUMN FOOTING

CONCRETE PEDESTAL

CLEAR SPAN RIGID

FRAME TAPERED COLUMN

BOTTOM REINFORCING

TOP REINFORCING

FACE OF METAL

WALL PANEL

FACE OF PEDESTAL /

EDGE OF SLAB GRID LINE / FACE

OF COLUMN

COLUMN BASE PLATE

AND ANCHOR RODS

1/2" PREMOLDED

JOINT MATERIAL

CONCRETE

SLAB-ON-GRADELE

V E

G G

R O

U T

1" N

O N

-S H

PEDESTAL VERTICAL

REINFORCING

PEDESTAL TIES

STANDARD 90-

DEGREE HOOKS

R E

T O

PREPARED SUBGRADE

SECTION AT CLEAR SPAN RIGID FRAME COLUMNS

10"

2" 10 1/4"

PLAN AT CLEAR SPAN RIGID FRAME COLUMNS WITHOUT PORTAL FRAMES

COLUMN BASE / CONCRETE

PEDESTAL / COLUMN

FOOTING CENTERLINES -

VERIFY COLUMN BASE WIDTH

WITH METAL BUILDING

SYSTEM MANUFACTURER

PLAN AT CLEAR SPAN RIGID FRAME COLUMNS WITH PORTAL FRAMES

SECTION AT ENDWALL COLUMNS

PLAN AT ENDWALL COLUMNS

METAL WALL PANEL

RIGID FRAME COLUMNS NOT SHOWN ENDWALL COLUMNS NOT SHOWN RIGID AND PORTAL FRAME COLUMNS NOT SHOWN

DEPTH

EQEQ

E Q

CONCRETE PEDESTAL /

COLUMN FOOTING

CENTERLINES

CONCRETE PEDESTAL

OUTER TIE REINFORCING

VERTICAL REINFORCING

ANCHOR RODSINNER TIE

REINFORCING

GRID LINE AND COLUMN /

CONCRETE PEDESTAL /

COLUMN FOOTING

CENTERLINES

GRID LINE / EXTERIOR

FACE OF CLEAR SPAN

RIGID FRAME COLUMN

STANDARD 90-DEGREE HOOKS

EACH END OF (4) VERTICAL

BARS AT ANCHOR RODS

GROUND FLOOR

0' - 0"

SITE PAVING

COLUMN FOOTING

CONCRETE PEDESTAL

ENDWALL COLUMN

BOTTOM REINFORCING

TOP REINFORCING

FACE OF METAL

WALL PANEL

FACE OF PEDESTAL /

EDGE OF SLAB GRID LINE AND COLUMN /

CONCRETE PEDESTAL /

COLUMN FOOTING

CENTERLINES

COLUMN BASE PLATE

AND ANCHOR RODS

1/2" PREMOLDED

JOINT MATERIAL

CONCRETE SLAB-ON-GRADE -

REINFORCING NOT SHOWN

PEDESTAL VERTICAL

REINFORCING

PEDESTAL TIES

STANDARD 90-

DEGREE HOOKS

PREPARED SUBGRADE

1' - 4"

1' - 4 1/4"2"

N G

G R

O U

T 1"

N O

N -S

H R

METAL WALL PANEL

DEPTH

GRID LINE AND COLUMN /

CONCRETE PEDESTAL /

COLUMN FOOTING

CENTERLINES

CONCRETE PEDESTAL

OUTER TIE REINFORCING

VERTICAL REINFORCING

ANCHOR RODSINNER TIE

REINFORCING

EQ EQ

E Q

STANDARD 90-DEGREE

HOOKS EACH END OF

(4) VERTICAL BARS AT

ANCHOR RODS

2' - 4" 1' - 4"

DEPTH

10" 1' - 10"

CONCRETE PEDESTAL /

COLUMN FOOTING

CENTERLINES

CONCRETE PEDESTAL

OUTER TIE REINFORCING

VERTICAL REINFORCING

ANCHOR RODS AT

CLEAR SPAN RIGID

FRAME COLUMNS

SET OF INNER

TIE REINFORCING

GRID LINE AND COLUMN /

CONCRETE PEDESTAL /

COLUMN FOOTING

CENTERLINES

GRID LINE / EXTERIOR

FACE OF CLEAR SPAN

RIGID FRAME COLUMN

ANCHOR RODS AT

PORTAL FRAME

COLUMNS

SET OF INNER

AND CROSS TIE

REINFORCING

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 9, 2023.