Attachment B - 1675989_LAG-27_DWGS_REV1.pdf

PDF 11 MB Posted Mar 18, 2022

Attached to: NSN, Building LAG-27 Renovation
Solicitation number: N40085-22-R-2632
Issued by: Department of the Navy Naval Facilities Engineering Command

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Other files

File	Type	Posted
Attachment A - 1675989_LAG-27_SPECS_REV1.pdf	PDF	Mar 18, 2022
N4008522R2632 Amendment 0001.pdf	PDF	Mar 18, 2022
Attachment M - Site Visit Log.pdf	PDF	Mar 18, 2022
Attachment L - LAG27-1675989-REGISTER_REV1.pdf	PDF	Mar 18, 2022
MACC Gen Reqs_N4008522R2632.pdf	PDF	Mar 2, 2022
Attachment F - Pre-Proposal Inquiry Form.xlsx	XLSX spreadsheet	Mar 1, 2022
Attachment E - ODP.xls	XLS spreadsheet	Mar 1, 2022
Attachment C - General Decision Number VA20220160.pdf	PDF	Mar 1, 2022
Attachment H - Acknowledments of Amendments.pdf	PDF	Mar 1, 2022
Attachment A - 1675989_LAG-27_SPECS.pdf	PDF	Mar 1, 2022
Attachment J - Provision 52.204-24.pdf	PDF	Mar 1, 2022
Attachment K - Provision 52.222-55.pdf	PDF	Mar 1, 2022
Attachment D - SECNAV 5512_1.pdf	PDF	Mar 1, 2022
Attachment B - 1675989_LAG-27_DWGS_2of2.pdf	PDF	Mar 1, 2022
Attachment B - 1675989_LAG-27_DWGS_1of2.pdf	PDF	Mar 1, 2022
Attachment G - Bid Schedule.pdf	PDF	Mar 1, 2022

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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.:

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DRAWFORM REVISION: 25 AUGUST 2020

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SEBASTIAN A. RAMOS, R.A.

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S. M. SWEENEY, P.E.

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LIST OF SHEETS LIST OF SHEETS CONTINUED

S C

I O N

/17

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SHEET NO.

NAVFAC DWG. NO. SHEET TITLENO. SHEET

ELECTRICAL

70 E-001 12,862,999 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES

71 ED101 12,863,000 FLOOR PLAN - DEMOLITION

72 EL101 12,863,001 FLOOR PLAN - LIGHTING

73 EL501 12,863,002 LIGHTING DIAGRAMS, DETAILS, AND SCHEDULES

74 EL502 12,863,003 LIGHTING DIAGRAMS, DETAILS, AND SCHEDULES

75 EP101 12,863,004 FLOOR PLAN - POWER

76 EP501 12,863,005 POWER DIAGRAMS, DETAILS, AND SCHEDULES

77 EP601 12,863,006 POWER RISER DIAGRAM

TELECOMMUNICATIONS

78 TT101 12,863,007 FLOOR PLAN - TELECOMMUNICATIONS & SPECIAL SYSTEMS

79 TT501 12,863,008 TELECOMMUNICATIONS DIAGRAMS, DETAILS, AND SCHEDULES

REVISION 1

80 AE302 12,863,009 WALL SECTIONS

81 AE303 12,863,010 WALL SECTIONS

82 AE304 12,863,011 SECTION DETAILS

83 AE502 12,863,012 INTERIOR DETAILS

SHEET NO.

NAVFAC DWG. NO. SHEET TITLENO. SHEET

GENERAL

1 GI001 12,862,930 COVER SHEET

2 GI002 12,862,931 GENERAL PROJECT NOTES & SYMBOLS

3 GI003 12,862,932 LIST OF SHEETS

HAZARDOUS MATERIALS

4 HM101 12,862,933 HAZARDOUS MATERIALS PLAN

CIVIL

5 CD101 12,862,935 CIVIL DEMOLITION PLAN

6 C-001 12,862,934 CIVIL GENERAL NOTES, LINE TYPES & SYMBOLS

7 CU101 12,862,937 CIVIL UTILITY PLAN

8 CS101 12,862,936 CIVIL SITE PLAN

9 C-501 12,862,938 CONCRETE DETAILS

10 C-502 12,862,939 WATER & SANITARY SEWER DETAILS

11 C-503 12,862,940 WATER METER DETAILS

STRUCTURAL

12 S-001 12,862,941 STRUCTURAL NOTES - GENERAL, CONCRETE, REINFORCING

13 S-002 12,862,942 STRUCTURAL NOTES - STEEL, TIMBER, ANCHORS, SYMBOLS, LEGEND, ABBREVAITIONS

14 SD101 12,862,943 DEMOLITION FOUNDATION AND GROUND FLOOR PLAN

15 SD501 12,862,944 DETAILS - DEMO

16 SD901 12,862,945 REFERENCE PHOTOS

17 S-101 12,862,946 FOUNDATION AND GROUND FLOOR PLAN

18 S-102 12,862,947 ROOF FRAMING PLAN

19 S-301 12,862,948 SECTIONS - ROOF FRAMING

20 S-302 12,862,949 SECTIONS - ROOF PLAN & DETAILS

21 S-401 12,862,950 ENLARGED FLOOR PLAN - EQUIPMENT FRAME

22 S-501 12,862,951 DETAILS

ARCHITECTURE

23 AE001 12,862,952 ARCHITECTURAL NOTES AND SYMBOLS

24 AD101 12,862,953 FIRST FLOOR PLAN - DEMOLITION

25 AD102 12,862,954 MEZZANINE PLAN - DEMOLITION

26 AD103 12,862,955 REFLECTED CEILING PLAN - DEMOLITION

27 AD104 12,862,956 ROOF PLAN - DEMOLITION

28 AD201 12,862,957 SOUTH AND WEST EXTERIOR ELEVATIONS - DEMOLITION

29 AD202 12,862,958 NORTH AND EAST EXTERIOR ELEVATIONS - DEMOLITION

30 AD901 12,862,959 PHOTO REFERENCE PLAN

31 AD902 12,862,960 REFERENCE PHOTOGRAPHS

32 AD903 12,862,961 REFERENCE PHOTOGRAPHS

33 AD904 12,862,962 REFERENCE PHOTOGRAPHS

34 AE101 12,862,963 FIRST FLOOR PLAN - NEW WORK

35 AE102 12,862,964 FIRST FLOOR REFLECTED CEILING PLAN - NEW WORK

36 AE103 12,862,965 ROOF PLAN - NEW WORK

37 AE201 12,862,966 SOUTH AND WEST EXTERIOR ELEVATIONS - NEW WORK

38 AE202 12,862,967 NORTH AND EAST EXTERIOR ELEVATIONS - NEW WORK

39 AE203 12,862,968 INTERIOR ELEVATIONS

40 AE204 12,862,969 INTERIOR ELEVATIONS

41 AE301 12,862,970 BUILDING SECTIONS

42 AE401 12,862,971 ENLARGED PLANS

43 AE402 12,862,972 ENLARGED PLANS

44 AE501 12,862,973 INTERIOR DETAILS

45 AE601 12,862,974 DOOR SCHEDULE AND DETAILS

46 AE602 12,862,975 WINDOW DETAILS

47 AE603 12,862,976 INTERIOR PARTITION TYPES AND DETAILS

INTERIORS

48 IN101 12,862,977 FIRST FLOOR FINISH PLAN - NEW WORK

49 IN102 12,862,978 FINISH SCHEDULE, SIGNAGE SCHEDULE, AND DETAILS

PLUMBING

50 P-001 12,862,979 PLUMBING LEGEND, ABBREVIATIONS AND NOTES

51 PD101 12,862,980 FLOOR PLAN - DEMOLITION - PLUMBING

52 P-101 12,862,981 FLOOR PLAN -NEW WORK - DRAIN AND WASTE

53 P-102 12,862,982 FLOOR PLAN - NEW WORK - WATER

54 P-501 12,862,983 PLUMBING DETAILS

55 P-502 12,862,984 PLUMBING DETAILS

56 P-503 12,862,985 PLUMBING DETAILS

57 P-601 12,862,986 PLUMBING SCHEDULES

58 P-701 12,862,987 DOMESTIC WATER DIAGRAM

59 P-702 12,862,988 SANITARY AND VENT DIAGRAM

MECHANICAL

60 M-001 12,862,989 MECHANICAL LEGEND, ABBREVIATIONS AND NOTES

61 MD101 12,862,990 FIRST FLOOR PLAN - DUCTWORK

62 M-101 12,862,991 FLOOR PLAN

63 M-301 12,862,992 SECTION PLANS

64 M-302 12,862,993 SECTION PLANS

65 M-501 12,862,994 MECHANICAL DETAILS

67 M-601 12,862,996 MECHANICAL SCHEDULES

68 M-701 12,862,997 MECHANICAL CONTROLS

69 M-702 12,862,998 MECHANICAL CONTROLS

GRAPHIC SCALE

BUILDING LAG-27 - CIVIL SITE PLAN

GENERAL SHEET NOTES

NEW WORK KEYNOTES

EROSION & SEDIMENTATION LEGEND

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1. SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENT AT THE SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENT AT THE NEAREST EXISTING JOINT. ASSUME FOR BIDDING PURPOSES A TYPICAL SECTION OF 9" NON-REINFORCED CONCRETE PAVEMENT OVER 6" THICK AGGREGATE BASE. 2. SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK AT THE SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK AT THE NEAREST JOINT. ASSUME FOR BIDDING PURPOSES A 4" THICK NON-REINFORCED CONCRETE SECTION. 3. REMOVE EXISTING RAILS (4 EA) EMBEDDED IN THE EXISTING REMOVE EXISTING RAILS (4 EA) EMBEDDED IN THE EXISTING CONCRETE PAVEMENT. 4. REMOVE EXISTING CONCRETE SLAB (5'WX8'L). PERIMETER IS REMOVE EXISTING CONCRETE SLAB (5'WX8'L). PERIMETER IS CMU CONCRETE BLOCK IN-FILLED WITH CONCRETE. FOR BIDDING PURPOSES ASSUME 8" THICK CONCRETE. REFER TO STRUCTURAL PLAN SHEETS FOR COORDINATION OF WORK. 5. SALVAGE FOR RE-USE OF THE EXISTING WATER METER SALVAGE FOR RE-USE OF THE EXISTING WATER METER COMMUNICATIONS & ELECTRICAL EQUIPMENT FROM THE INSIDE AND OUTSIDE OF THE BUILDING. REFER TO SHEET C-502 FOR DETAILS AND EXISTING CONDITIONS. 6. REMOVE EXTERNAL SANITARY AND DRAINAGE PIPES, VENTS AND REMOVE EXTERNAL SANITARY AND DRAINAGE PIPES, VENTS AND CONNECTIONS. CUT FLUSH AND PLUG EXISTING PIPES AND COORDINATE WITH MECHANICAL AND PLUMBING DRAWINGS.

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PROVIDE NEW INLET PROTECTION

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DEPARTMENT OF THE NAVY

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DRAWFORM REVISION: 25 AUGUST 2020

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED

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MIDLANT PWD NORFOLK

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NAVAL STATION - NORFOLK, VA

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NAVAL STATION NORFOLK

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NORFOLK, VA

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LT NINA ERB - USFFC

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SEBASTIAN A. RAMOS, R.A.

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S.M. SWEENEY,P.E.

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CIVIL DEMOLITION PLAN

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AS NOTED

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MASSEY HUGHES DR

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BLDG LAG27

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BLDG LAG109

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BLDG LAG77

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BLDG LAG50

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REVISION 1

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PARTIAL PLAN VIEW - PAVEMENT REPLACEMENT

GENERAL SHEET NOTES

NEW WORK KEYNOTES

PARTIAL PLAN LEGEND

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CS101

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1. PROVIDE A TYPICAL CONCRETE SIDEWALK. REFER TO DETAIL A3, PROVIDE A TYPICAL CONCRETE SIDEWALK. REFER TO DETAIL A3, SHEET C-501. MATCH TO EXISTING GRADES 2. PROVIDE CONCRETE PAVEMENT, REFER TO DETAIL A1, SHEET PROVIDE CONCRETE PAVEMENT, REFER TO DETAIL A1, SHEET C-501. MATCH TO EXISTING GRADES. 3. CUT EXISTING " BOLTS [2 EA] FLUSH WITH FINISHED GRADE.CUT EXISTING " BOLTS [2 EA] FLUSH WITH FINISHED GRADE.34" BOLTS [2 EA] FLUSH WITH FINISHED GRADE.

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1. ALL WORK MUST BE IN ACCORDANCE WITH THE VIRGINIA ALL WORK MUST BE IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS, REFER TO SECTION 703. 2. PROVIDE EROSION & SEDIMENT CONTROLS AS SHOWN ON THESE PROVIDE EROSION & SEDIMENT CONTROLS AS SHOWN ON THESE PLANS. 3. MATCH TO EXISTING GRADES UNLESS OTHERWISE NOTED. MATCH TO EXISTING GRADES UNLESS OTHERWISE NOTED. 4. VERIFY CONDITION OF EXISTING UNDERGROUND CONDUIT PRIOR VERIFY CONDITION OF EXISTING UNDERGROUND CONDUIT PRIOR TO INSTALLING NEW CABLE. 5. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST FOOT. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST FOOT. ACTUAL DIMENSIONS MAY VARIED ± 0.5'.6. REFER TO SHEET C-501 FOR JOINT DETAILS. REFER TO SHEET C-501 FOR JOINT DETAILS. 7. REFER TO SHEET CU101 FOR RELATED UTILITY WORK.REFER TO SHEET CU101 FOR RELATED UTILITY WORK.

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MATCH TO EXISTING SIDEWALK

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DEPARTMENT OF THE NAVY

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DRAWFORM REVISION: 25 AUGUST 2020

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FOR COMMANDER NAVFAC

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1. PROVIDE 4" SANITARY SEWER LINE AND CLEAN OUT, REFER TO PROVIDE 4" SANITARY SEWER LINE AND CLEAN OUT, REFER TO DETAIL B3, SHEET C-502. REFER TO PLUMBING DRAWINGS FOR COORDINATION OF UTILITY LOCATION. 2. PROVIDE 2" WATER CONNECTION ASSEMBLY, REFER TO SHEET PROVIDE 2" WATER CONNECTION ASSEMBLY, REFER TO SHEET C-503 FOR DETAILS. 3. CUT AND CAP 1" SERVICE LATERAL AT WATER MAIN FROM CUT AND CAP 1" SERVICE LATERAL AT WATER MAIN FROM METER. SALVAGE EXISTING WATER METER TO BE REUSED AT NEW LOCATION. 4. INSTALL THE SALVAGE EXISTING WATER METER COMMUNICATIONS INSTALL THE SALVAGE EXISTING WATER METER COMMUNICATIONS EQUIPMENT FROM THE OUTSIDE OF THE BUILDING. RECONNECT ALL EQUIPMENT TO NEW WATER METER LOCATION ON THE WEST SIDE OF THE BUILDING. REFER TO ELECTRICAL DRAWINGS FOR COORDINATING INSTALLATION. REFER DETAIL C3, SHEET C-503 FOR DETAILS. 5. PROVIDE 4" SANITARY SEWER LATERAL , SDR35 PVC @A PROVIDE 4" SANITARY SEWER LATERAL , SDR35 PVC @A MINIMUM SLOPE OF 0.5%. REFER TO DETAIL B3 SHEET C-502 FOR DETAILS. 6. CUT AND PLUG EXISTING 8" DUCTILE IRON SEWER MAIN. CLEAN CUT AND PLUG EXISTING 8" DUCTILE IRON SEWER MAIN. CLEAN OUT EXISTING REMAINING LINE AND CAP AT ENDS. 7. CONNECT 4" SANITARY SEWER LATERAL TO BUILDING CONNECT 4" SANITARY SEWER LATERAL TO BUILDING CONNECTION. COORDINATE PLUMBING DRAWINGS FOR LOCATION. REFER TO DETAIL A1 THIS SHEET FOR DETAIL.

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1. ALL WORK MUST BE IN ACCORDANCE WITH THE VIRGINIA ALL WORK MUST BE IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS, REFER TO SECTION 703. 2. PROVIDE EROSION & SEDIMENT CONTROLS AS SHOWN ON THESE PROVIDE EROSION & SEDIMENT CONTROLS AS SHOWN ON THESE PLANS. 3. MATCH TO EXISTING GRADES UNLESS OTHERWISE NOTED. MATCH TO EXISTING GRADES UNLESS OTHERWISE NOTED. 4. VERIFY CONDITION OF EXISTING UNDERGROUND CONDUIT PRIOR VERIFY CONDITION OF EXISTING UNDERGROUND CONDUIT PRIOR TO INSTALLING NEW CABLE. 5. COORDINATE ALL EXTERNAL UTILITIES WITH MECHANICAL, COORDINATE ALL EXTERNAL UTILITIES WITH MECHANICAL, ELECTRICAL AND ARCHITECTURE DRAWINGS.

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PROVIDE NEW INLET PROTECTION

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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MIDLANT PWD NORFOLK

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NAVAL STATION - NORFOLK, VA

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NAVAL STATION NORFOLK

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NORFOLK, VA

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LT NINA ERB - USFFC

AutoCAD SHX Text 3/1/22

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SEBASTIAN A. RAMOS, R.A.

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S.M. SWEENEY,P.E.

AutoCAD SHX Text 1675989

AutoCAD SHX Text N/A

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CIVIL UTILITY PLAN

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CEV

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CEV

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JMS

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AS NOTED

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WHW

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MASSEY HUGHES DR

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BLDG LAG27

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BLDG LAG109

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BLDG LAG77

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BLDG LAG50

AutoCAD SHX Text C-503

AutoCAD SHX Text A4

AutoCAD SHX Text C-502

AutoCAD SHX Text A3

AutoCAD SHX Text C-503

AutoCAD SHX Text A1

AutoCAD SHX Text C-502

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REVISION 1

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AutoCAD SHX Text 03/17/22

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JMS

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SCALE: NONE

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FLOW

AutoCAD SHX Text BUILDING CONNECTION NOTES: BUILDING SECTION REFER TO STRUCTURAL DRAWINGS FOR DETAILS COORDINATE WITH THE PLUMBING DRAWINGS FOR MORE INFORMATION. EXISTING TRENCH DRAIN, DO NOT MODIFY. TUNNEL NEW CONNECTION UNDER EXISTING TRENCH DRAIN. THICKENED EDGE JOINT (TEJ), REFER TO SHEET C-501 FOR DETAILS. 4" SANITARY SEWER LATERAL, REFER TO SHEET C-502 FOR DETAILS.

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AutoCAD SHX Text A4

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CU101

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SCALE: NONE

AutoCAD SHX Text 1 VIEW OF THE CONCRETE SLAB AND TRENCH DRAIN ON THE N VIEW OF THE CONCRETE SLAB AND TRENCH DRAIN ON THE N SIDE OF BUILDING FROM THE EXTERIOR.

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M M

-A

-2

C-502

UTILITY LINE CROSSING

CLEANOUT DETAIL

EXISTING WATER METER DETAIL PIPE TRENCH/PAVEMENT PATCH DETAIL

TYPICAL SANITARY SEWER LATERAL DETAIL

A3A1 A5

N/A

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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MIDLANT PWD NORFOLK

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NAVAL STATION - NORFOLK, VA

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NAVAL STATION NORFOLK

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NORFOLK, VA

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LT NINA ERB - USFFC

AutoCAD SHX Text 3/1/22

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SEBASTIAN A. RAMOS, R.A.

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S.M. SWEENEY,P.E.

AutoCAD SHX Text 1675989

AutoCAD SHX Text N/A

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WATER & SANITARY SEWER DETAILS

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CEV

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CEV

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JMS

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AS NOTED

AutoCAD SHX Text 12,862,939

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WHW

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PIPE ZONE

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TAKEN AT TOP OF PIPE

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MAXIMUM TRENCH WIDTH "W"

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PIPE DIA.

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MAXIMUM

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4" TO 15"

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16" TO 21"

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8" MIN. BEDDING MATERIAL*

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EXTEND AGGREGATE BASE 12" MIN. BEYOND TRENCH

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DETECTION WIRE

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PCC PAVEMENT (DETAIL A1-REFER TO C-501)

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8" AGGREGATE BASE

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8" COVER

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EXISTING BASE COURSE (WHERE PRESENT)

AutoCAD SHX Text REPAIR LIMITS 12' WIDE CENTERED ON PIPE, UNLESS INDICATED OTHERWISE- REFER TO PLANS

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TAPE 12" BELOW FINISHED GRADE

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SPRINGLINE

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PIPE

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EMBEDMENT

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BEDDING MATERIAL ASTM C33 NO. 57 STONE

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EXISTING PCC

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INITIAL BACKFILL (BEDDING MATERIAL)

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NOTE:

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1. COMPACT AGGREGATE BASE TO 100% COMPACT AGGREGATE BASE TO 100% OF ASTM D 1557 MAXIMUM DENSITY.

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FINAL BACKFILL- (BACKFILL/FILL MATERIAL)

AutoCAD SHX Text *NOTE: NOTE: INCREASE BEDDING THICKNESS 2" FOR EVERY 12" DEPTH GREATER THAN 7' BELOW GRADE.

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SANITARY SEWER LINE ENCASEMENT

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TO NEAREST JOINT

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C WATER PIPE

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OFF-SET WATER LINE

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OFF-SET WATER LINE

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SEWER PIPE

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WATER LINE

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SANITARY

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TO NEAREST JOINT

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45%%D RESTRAINED

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JOINT BEND (TYP.)

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6'-0" (MIN.)

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UTILITY LINE

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CONC. ENCASEMENT

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COLLAR

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1'-6"(MIN.)

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CLEARANCE

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WATER LINE

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6'-0" (MIN.)

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6" (MIN.)

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(MIN.)

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NOT TO SCALE

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OF LINE

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PLUG AT END

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4" DIA. PIPE

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EXISTING GRADE

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4" REMOVABLE

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THREADED PLUG

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2' SQUARE, 4" THICK

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FLOW

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CONC. PAD

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NOT TO SCALE

AutoCAD SHX Text WATER METER NOTES: 1. PROVIDE AND MOUNT PULSE TRANSMITTER TO METER BODY AND SECURE WITH SECURITY SCREW. CONNECT TO PULSE PROVIDE AND MOUNT PULSE TRANSMITTER TO METER BODY AND SECURE WITH SECURITY SCREW. CONNECT TO PULSE COLLECTION DEVICE USING WIRING METHODS PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE STANDARD WEIGHT CAST IRON MONITOR STYLE COVER WITH STANDARD (SMALL0 PENTAGONAL SCREW, 6" RING RISER PROVIDE STANDARD WEIGHT CAST IRON MONITOR STYLE COVER WITH STANDARD (SMALL0 PENTAGONAL SCREW, 6" RING RISER AND 36" DIAMETER (OR 30" TO MATCH MATER TILE-SEE NOTE 6) ADAPTER RING. PROVIDE HOLE FOR TOUCHPAD WIRING. SET LID FLUSH AND LEVEL. ADJUST SLOPE AS NEEDED. FOR COLDER CLIMATES WHERE PIPE REQUIRED COVER OVER PIPE EXCEEDS 42", PROVIDE DOUBLE STYLE MONITOR COVER WITH INNER PLASTIC LID. 3. PROVIDE TOUCHPAD AND MECHANICALLY FASTEN TO LID AND WIRE TO WATER METER REGISTER. LOCATE PAD OPPOSITE OF PROVIDE TOUCHPAD AND MECHANICALLY FASTEN TO LID AND WIRE TO WATER METER REGISTER. LOCATE PAD OPPOSITE OF PENTAGONAL SCREW. 4. PROVIDE AWWA C700 BRONZE BODY WATER WATER METER WITH PROREAD STYLE 6-WHEEL GALLON REGISTER (GREAT LAKES PROVIDE AWWA C700 BRONZE BODY WATER WATER METER WITH PROREAD STYLE 6-WHEEL GALLON REGISTER (GREAT LAKES AND CRANE REQUIRE A RTR PIEZO-ELECTRIC PULSE TRANSMITTER). CONNECT REGISTER TO TOUCHPAD USING MOISTURE RESISTANT SEALANT-FILLED BUTT CONNECTORS. SECURE REGISTER TO PULSE TRANSMITTER WITH MANUFACTURER PROVIDED SECURITY PIN. 5. PROVIDE " CONDUIT SYSTEM FROM PULSE TRANSMITTER TO PULSE COLLECTION DEVICE. PROVIDE WATERTIGHT CONNECTION PROVIDE " CONDUIT SYSTEM FROM PULSE TRANSMITTER TO PULSE COLLECTION DEVICE. PROVIDE WATERTIGHT CONNECTION 34" CONDUIT SYSTEM FROM PULSE TRANSMITTER TO PULSE COLLECTION DEVICE. PROVIDE WATERTIGHT CONNECTION THROUGH WALL OF METER TILE. PROVIDE WEATHERPROOF JUNCTION BOX AND FLEXIBLE CONDUIT TO TRANSMITTER. 6. PROVIDE 36" (30" FOR 1 " PERMITTED) DIAMETER BY 24" DEEP HEAVYWEIGHT MEDIUM DUTY POLYETHYLENE BLEND WATER PROVIDE 36" (30" FOR 1 " PERMITTED) DIAMETER BY 24" DEEP HEAVYWEIGHT MEDIUM DUTY POLYETHYLENE BLEND WATER 12" PERMITTED) DIAMETER BY 24" DEEP HEAVYWEIGHT MEDIUM DUTY POLYETHYLENE BLEND WATER METER TILE. METER TILE TO INCLUDE MOUSEHOLES AND ANTI-SETTLING FLANGE ON BOTTOM. ENTIRE SPACE INSIDE THE TILE IS REMAIN UNFILLED. CENTER METER TILE OVER THE WATER METER. 7. PROVIDE FACTORY MANUFACTURED 2" COPPER METER SETTER WITH 2" ANGLE BALL VALVE, 2" DUAL CARTRIDGE CHECK, 1" PROVIDE FACTORY MANUFACTURED 2" COPPER METER SETTER WITH 2" ANGLE BALL VALVE, 2" DUAL CARTRIDGE CHECK, 1" LOW BY-PASS WITH BALL VALVE. SHOWN WITH HORIZONTAL INLET AND OUTLET. VERTICAL INLET AND/OR OUTLET CONFIGURATIONS ARE ACCEPTABLE TO MINIMIZE JOINTS OR ELBOWS. FLANGES ON BALL VALVE AND CHECK VALVE ARE TO BE SLOTTED-STYLE FOR USE WITH BOTH 1 " AND 2" WATER METERS. PROVIDE WITH 12" OR 18" RISE. OFFSET HIGH BY-PASS 12" AND 2" WATER METERS. PROVIDE WITH 12" OR 18" RISE. OFFSET HIGH BY-PASS TO BE PROVIDED WHEN RISE EXCEEDS 18". PROVIDE 2" (PIPED) METER SETTERS FOR 1 " AND 2" AWWA C700 AND C702 12" AND 2" AWWA C700 AND C702 STYLE WATER METERS. SPECIFY NEEDED METER LAY LENGTH WHEN ORDERING SETTER. ALL PIPE AND FITTINGS 2" AND LESS TO BE LEAD FREE BRASS, BRONZE OR COPPER AND MEET THE REQUIREMENTS OF AWWA C800 AND AWWA M6. 8. PROVIDE PRODUCT DATA SUBMITTALS OF ALL COMPONENTS FOR REVIEW AND APPROVAL TO U.E.M. VIA CONTRACT PROVIDE PRODUCT DATA SUBMITTALS OF ALL COMPONENTS FOR REVIEW AND APPROVAL TO U.E.M. VIA CONTRACT REPRESENTATIVE. REFER TO CONTRACT REQUIREMENTS, DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL AND RELATED REQUIREMENTS. 9. THIS DESIGN AS SHOWN IS INTENDED FOR USE WHERE THE REQUIRED SERVICE LINE COVER IS BETWEEN 30" TO 36". ADJUST THIS DESIGN AS SHOWN IS INTENDED FOR USE WHERE THE REQUIRED SERVICE LINE COVER IS BETWEEN 30" TO 36". ADJUST HEIGHT OF METER TILE AND THE METER SETTER RISE AS APPROPRIATE TO MAINTAIN HOLD DIMENSION SHOWN FOR SHALLOWER OR DEEPER AMOUNTS OF PIPE COVER. 10. LOCATE METER SETTING ONLY IN NON-TRAFFIC LOCATIONS SUCH AS LAWNS, SIDEWALKS AND LANDSCAPE ISLANDS. SETTING LOCATE METER SETTING ONLY IN NON-TRAFFIC LOCATIONS SUCH AS LAWNS, SIDEWALKS AND LANDSCAPE ISLANDS. SETTING SHOULD BE AS CLOSE TO WATER MAIN AS REASONABLY PRACTICAL. DESIGN IS SUITABLE FOR PEDESTRIAN, LAWNMOWER AND OCCASIONAL AND INCIDENTAL LIGHT VEHICULAR TRAFFIC. DO NOT USE IN DRIVEWAYS OR PARKING AREAS.

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MONITOR STYLE 20" COVER, EXTENSION RING AND RISER (SEE NOTE 2)

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WATER METER REGISTER REMOTE TOUCHPAD (SEE NOTE 3)

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REED SWITCH STYLE SUBMERSIBLE PULSE TRANSMITTER REFER TO NOTE 1)

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WATER METER AND REGISTER (SEE NOTE 4)4)

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HEAVYWALL 36"DIAMETER PLASTIC METER TILE (RETER TO NOTE 6)

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FLOW DIRECTION

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CONDUIT AND WIRING FOR PULSE TRANSMITTER (SEE NOTE 5)

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BRICK OR SOLID CONTRETE BLOCK SUPPORT

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WATERLINE WARNING TAPE

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MANUFACTURED 2" METER SETTER (REFER TO NOTE 7)

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NOT TO SCALE

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NOT TO SCALE

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SAWCUT PAVEMENT (TYP)

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ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED

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AREAS (WHERE THE WYE, BEND AND RISER MUST BE

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DUCTILE IRON)

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%%USECTION VIEW

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SEWER MAIN FLOW

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PAVEMENT

%%UPLAN VIEW

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FINISH GRADE

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4" PIPE

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4" SDR35 PVC PIPE

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MINIMUM GRADE OF 0.50%%%

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4" VDOT 21A

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8" DIP SANITARY SEWER MAIN

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FLEXIBLE SEWER SADDLE CLAMP WITH DOUBLE 18-8 S.S. NUTS & WASHERS

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CONTINUE TO MAIN

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CONTINUE TO MAIN

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TYP 4" THREADED BRASS PLUG

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4" 2-WAY CLEANOUT ASSEMBLY GASKETED

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8"X4" WYE TEE

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116 OR PIPE BEND18 PIPE BEND

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8" PLUG

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EXISTING 8" DIP MAIN

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EXISTING 8" DIP MAIN

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8" DUCTILE IRON COUPLING WRAP AROUND PIPE AND BOLTED REPAIR CLAMP

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NOT TO SCALE

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OPTIONAL SEWER MAIN CONNECTION DETAIL

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4" SDR35 PVC PIPE @ 45° ANGLE

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REFER TO DETAIL B3, THIS SHEET

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EXISTING 8" DIP MAIN

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TYP 4" THREADED BRASS PLUG, MATCH TO EXISTING GRADE

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REVISION 1

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AutoCAD SHX Text 03/17/22

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JMS

CAST-IN-PLACE CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE

TENSION BARS COMPRESSION BARS

BAR SIZE

FY = 60

KSI

f'c = 3,000 PSI

REGULAR

CLASS

A B

TOP

CLASS

A B f'c = 3,500 PSI

REGULAR

CLASS

A B

TOP

CLASS

A B f'c = 4,000 PSI

REGULAR

CLASS

A B

TOP

CLASS

A B f'c = 5,000 PSI

REGULAR

CLASS

A B

TOP

CLASS

A B

17" 22" 28" 33" 48" 55" 62" 70" 78"

22" 22"#3 #4 #5 #6 #7 #8 #9

#10 #11

28" 38" 47" 56" 81" 93"

105" 118" 131"

16" 21" 26" 31" 45" 51" 58" 65" 73"

21" 27" 34" 40" 59" 67" 75" 85" 94"

26" 36" 44" 52" 75" 87" 98"

110" 122"

15" 19" 24" 29" 42" 48" 54" 61" 67"

19" 25" 31" 37" 54" 62" 70" 79" 87"

25" 33" 41" 49" 71" 81" 91"

102" 114"

13" 17" 22" 26" 38" 43" 48" 54" 60"

17" 23" 28" 34" 49" 56" 63" 71" 78"

22" 29" 36" 44" 63" 72" 81" 92"

102"

12" 15" 19" 23" 27" 30" 34" 39" 43"

29"29" 36" 43" 63" 72" 81" 91"

101"

36" 43" 63" 72" 81" 91"

101"

21" 27" 34" 40" 59" 67" 75" 85" 94"

19" 25" 31" 37" 54" 62" 70" 79" 87"

17" 23" 28" 34" 49" 56" 63" 71" 78" f'c = ALL

NOTES (THESE NOTES MUST BE USED FOR ALL SPLICES UNLESS OTHERWISE NOTED ON DRAWINGS):

1. TOP BARS ARE HORIZONTAL BARS, SPLICED SO THAT 12" OR MORE OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCING BAR.

2. CLASS A SPLICES MAY BE USED ONLY WHEN 50% OR LESS OF THE BARS ARE SPLICED WITHIN THE LAP SPLICE LENGTH.

3. CLASS B SPLICES MUST BE USED FOR ALL SPLICES IN SLABS, BEAMS, JOISTS, WALLS, MOMENT RESISTING COLUMNS, AND JAMB COLUMNS, UNLESS THEY MEET THE

REQUIREMENTS OF NOTE #2 ABOVE.

4. TIES AND STIRRUPS MUST NOT BE SPLICED UNLESS OTHERWISE APPROVED BY THE ENGINEER OR RECORD. ROUND COLUMN TIES MAY BE SPLICED USING CLASS A

LAPS.

5. FOR ALL LIGHTWEIGHT CONCRETE, LAP LENGTHS MUST BE MULTIPLIED BY 1.3.

6. THE BAR LAP SPLICE LENGTHS MUST BE MULTIPLIED BY 1.5 WHEN EITHER OF THE FOLLOWING IS TRUE:

A. CLEAR SPACING OF BARS BEING DEVELOPED IS LESS THAN ONE BAR DIAMETER, CLEAR COVER IS LESS THAN ONE BAR DIAMETER AND STIRRUPS OR TIES ALONG THE

LENGTH OF THE SPLICE ARE LESS THAN THE CODE MINIMUM

B. CLEAR SPACING OF BARS BEING DEVELOPED IS LESS THAN TWO BAR DIAMETERS AND CLEAR COVER IS LESS THAN ONE BAR DIAMETER.

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

-A

O N

O R

, V A

AS NOTED

C :\R ev it

Lo ca l F ile s\

-1

-S -R

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rv t

S-001

B U

L A

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S -G

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DSG

12,862,941

KAD KAD

3/1/22

LT NINA R. ERB - USFFC

SEBASTIAN A. RAMOS, R.A.

1675989

N/A

K, V

L S

N T

-P W

D N

O R

S. M. SWEENEY, P.E.

CLT

N/A

1 STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH DRAWINGS

OF ALL OTHER DISCIPLINES AND THE SPECIFICATIONS. VERIFY

REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS,

INSERTS, ANCHORS, HOLES AND OTHER ITEMS TO BE PLACED OR SET IN THE

STRUCTURAL WORK AS WELL AS TO BE TEMPORARILY DISCONNECTED AND

RECONNECTED TO ALLOW FOR THE INSTALLATION OF THE STRUCTURAL

WORK.

2 THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH SAFETY

PRECAUTIONS AND REGULATIONS DURING THE WORK. THE STRUCTURAL

ENGINEER WILL NOT ADVISE ON, NOR ISSUE DIRECTION AS TO SAFETY

PRECAUTIONS AND PROGRAMS.

3 STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE.

PROVIDE ALL TEMPORARY SHORING, TEMPORARY SUPPORTS, GUYING AND

BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER

ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN

COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND

INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC.,

IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

4 THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE METHODS,

TECHNIQUES, AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK.

SUPERVISION OF WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

5 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.

WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, USE SIMILAR DETAILS

OF CONSTRUCTION, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.

6 ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS

TO BE FIELD ERECTED MUST BE SUPERVISED BY THE SUPPLIER DURING

MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN

ACCORDANCE WITH THE SUPPLIER’S INSTRUCTIONS AND REQUIREMENTS.

7 LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF

CONSTRUCTION MUST NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF

STRUCTURAL MEMBERS. LIVE LOADINGS USED IN DESIGN OF THIS

STRUCTURE ARE INDICATED IN "DESIGN CRITERIA NOTES". DO NOT APPLY

ANY CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY

CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE.

8 ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF

THESE STANDARDS, UNLESS OTHERWISE NOTED.

9 SHOP DRAWINGS AND OTHER ITEMS MUST BE SUBMITTED FOR REVIEW BY

THE GENERAL CONTRACTOR PRIOR TO FABRICATION. ALL SHOP DRAWINGS

MUST BE REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL.

THE REVIEW IS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND

GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE

REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY

TO REVIEW, CHECK, AND COORDINATE THE SHOP DRAWINGS PRIOR TO

SUBMISSION. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR

ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP

DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC.

ANY PROPOSED CHANGES MUST BE SUMITTED IN A LETTER OR DETAIL TO THE

CONTRACTING OFFICER FOR APPROVAL.

10 IN NO CASE MAY REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS

SHOP DRAWINGS. SUBCONTRACTOR / FABRICATOR MUST PROVIDE

INDEPENDENTLY CREATED DRAWINGS BASED ON THE PLANS AND DETAILS.

11 IN ACCORDANCE WITH THE IBC, SPECIAL INSPECTIONS WILL BE REQUIRED

FOR THIS PROJECT. SPECIAL INSPECTIONS MUST BE PERFORMED IN

ACCORDANCE WITH THE "SCHEDULE OF SPECIAL INSPECTIONS". THE

CONTRACTOR MUST NOTIFY THE SPECIAL INSPECTOR AT LEAST 48 HOURS IN

ADVANCE FOR WORK THAT WILL REQUIRE INSPECTION OR TESTING. IF

REQUIRED, THE CONTRACTOR MUST EMPLOY THIRD PARTY SPECIAL

INSPECTOR.

12 CONTRACTOR MUST VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS

WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF.

13 THE CONTRACTOR MUST FIELD VERIFY THE DIMENSIONS, ELEVATIONS,

INTERFERENCES AND OTHER REQUIREMENTS NECESSARY FOR THE PROPER

CONSTRUCTION AND ALIGNMENT OF NEW PORTIONS OF THE STRUCTURE TO

EXISTING. THE CONTRACTOR MUST MAKE ALL MEASUREMENTS NECESSARY

FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS.

DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER PRIOR TO ORDERING MATERIALS OR BEGINNING

WORK (CONSTRUCTION OR DEMOLITION).

14 ALL ITEMS NOTED TO BE DEMOLISHED OR REMOVED WILL BECOME THE

CONTRACTOR'S PROPERTY AND MUST BE REMOVED FROM GOVERNMENT

PROPERTY, UNLESS OTHERWISE NOTED. DISPOSITION OF THE ITEMS /

MATERIALS IS THE RESONSIBILITY OF THE CONTRACTOR AND MUST ADHERE

WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.

15 TAKE CARE NOT TO DAMAGE THE EXISTING STRUCTURE. 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.

16 DO NOT HANG ITEMS FROM THE EXISTING STRUCTURE, UNLESS OTHERWISE

NOTED.

GENERAL NOTES DESIGN CRITERIA NOTES

1 THE STRUCTURAL WORK TO BE PERFORMED UNDER THIS CONTRACT HAS

BEEN DESIGNED TO THE APPLICABLE DESIGN STANDARD AND / OR CRITERIA

OF THE FOLLOWING, UNLESS OTHERWISE NOTED:

A. ACI 318-14, “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”

B. ACI 530-13, “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES”

C. AISI S100-16, "SPECIFICIATION FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS"

D. ANSI/AISC 360-10, “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”

E. ASCE 7-16, “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES”

F. INTERNATIONAL BUILDING CODE 2018

G. INTERNATIONAL EXISTING BUILDING CODE 2018

H. SDI RD-2017, "STEEL DECK INSTITUTE STANDARD FOR STEEL ROOF DECK"

I. SJI 100-15, "STANDARD SPECIFICATIONS, LOAD TABLES, AND WEIGHT TABLES

FOR STEEL JOISTS AND JOIST GIRDERS"

J. UFC 1-200-01 (08 OCTOBER 2019, CH1 01 OCTOBER 2020), “DOD BUILDING

CODE”

K. UFC 3-301-01 (01 OCTOBER 2019), "STRUCTURAL ENGINEERING"

L. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF

THESE STANDARDS AT THE CONTRACT AWARD DATE

2 THE LATERAL LOAD RESISTING SYSTEM FOR THIS STRUCTURE CONSISTS

PRIMARILY OF TIMBER BRACED FRAME WITH TIMBER ROOF RAFTERS AND

WOOD PLANK ROOF DIAPHRAGM.

3 DESIGN GRAVITY LIVE LOADS USED IN THE DESIGN OF THESE STRUCTURES

ARE AS FOLLOWS:

A. ROOF = 20 PSF

B. FLOORS = 100 PSF

C. EQUIPMENT PAD = 150 PSF

D. HANDICAP RAMP = 100 PSF

E. LANDING & STAIRS = 100 PSF

F. HANDRAIL SYSTEM

DESIGNED FOR A CONCENTRATED LOAD = 200 LBS

AND A DISTRIBUTED LOAD = 50 PLF

APPLIED IN ANY DIRECTION ALONG THE TOP RAIL (CONCENTRATED AND

UNIFORM LOADS ANALYZED INDEPENDENTLY PER IBC)

4 DESIGN LATERAL LIVE LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE

AS FOLLOWS:

A. BUILDING CRITERIA: RISK CATEGORY = II

B. SNOW LOADS:

-GROUND SNOW LOAD = 10 PSF

-EXPOSURE FACTOR, CE = 1.0

- THERMAL FACTOR, CT = 1.2

C. WIND LOADS:

- BASIC WIND SPEED, V (ULTIMATE) = 118 MPH

- BASIC WIND SPEED, V (NOMINAL) = 92 MPH

- WIND EXPOSURE CATEGORY = D

- PRESSURE COEFFICIENT, GCPI = ±0.18

D. SEISMIC LOADS:

- SEISMIC IMPORTANCE FACTOR = 1.0

- SOIL SITE CLASS = D

- SEISMIC DESIGN CATEGORY = B

- 0.2 SEC SPECTRAL RESPONSE ACCEL, SS = 0.096G

- 1.0 SEC SPECTRAL RESPONSE ACCELERATION, S1 = 0.048G

- DEFLECTION AMPLIFICATION FACTOR, CD = 1.5

- RESPONSE MODIFICATION FACTOR, R = 1.5

"TIMBER FRAMES "

1 GENERAL SCOPE OF WORK INCLUDES BUT IS NOT LIMITED TO:

- CONCRETE WORK:

-- DEMO OF CURB (DAMAGED AND/OR IN WAY OF WORK), ~200 LF

-- DEMO OF EXTERIOR 8-9" THICK EQUIPMENT PADS

(CONCRETE / CMU / STEEL MIX), TYPICAL OF (2) LOCATIONS, ~85 SF

-- DEMO OF INTERIOR 5-6" THICK RAISED FLOOR

(CONCRETE / EPOXY), TYPICAL OF (2) LOCATIONS, ~250 SF

-- TRENCHING OF INTERIOR SLAB IN PREPARATION FOR PIPING, ~240 SF

-- ROUGHEN INTERIOR SLAB IN PREPARATION FOR LEVEL SURFACE

(PREPARATION FOR ARCHITECTURAL FLOOR FINISHES), ~3700 SF

-- INFILL INTERIOR SLAB RAMP DEPRESSIONS,

TYPICAL OF (2) LOCATIONS, ~150 SF

-- CURBING (REPLACEMENT AND ADJUSTED OPENINGS), ~180 LF

-- INTERIOR 6" THICK EQUIPMENT PAD, TYPICAL OF (1) LOCATION, ~9 SF

-- INFILL OF TRENCHED SLAB, ~240 SF

-- REINFORCED COLUMN PEDESTALS, TYPICAL OF (20) LOCATIONS

- STEEL WORK:

-- EQUIPMENT FRAME FOR MECHANICAL UNITS, TYIPCAL OF (1) LOCATION

- TIMBER / LUMBER WORK:

-- DEMO COLUMN SEGMENT IN WAY OF COLUMN BASE WORK,

TYPICAL OF (20) LOCATIONS. NOTE: TEMPORARY SHORING REQUIRED.

-- RESTORE DIAGONAL 3X8 ROOF BRACE, TYPICAL OF (1) LOCATION

AT COLUMN LINE 8, ~7.5 LF. FOR BID PURPOSES ASSUME OCCURS AT

SOUTH HALF OF COLUMN LINE 9 AND (1) OTHER LOCATION FOR (3) TOTAL

-- REPAIR ROOF SAG TO INCLUDE COLLAR TIES, TYPICAL OF (3) LOCATIONS

IN THE END BAY, BETWEEN COLUMN LINES 8 AND 9

- AND INCIDENTAL RELATED WORK AS SHOWN ON DRAWINGS OF OTHER

DISCIPLINES.

GENERAL SCOPE OF WORK

1 SPECIAL INSPECTIONS MUST BE COMPLETED FOR THE FOLLOWING

ELEMENTS ACCORDING TO IBC SECTION 1704.

2 CONCRETE AND ELEMENTS EMBEDDED IN CONCRETE MUST BE SPECIAL

INSPECTED PRIOR TO AND DURING PLACEMENT OF CONCRETE. SPECIAL

INSPECTIONS MUST INCLUDE THE FOLLOWING:

A. PERIODIC INSPECTION:

1. REINFORCING STEEL SIZE AND PLACEMENT

2. VERIFY USE OF APPROVED MIX DESIGN

3. AFTER PLACEMENT TO ENSURE ADEQUATE CURING AND

WEATHER PROTECTION PROCEDURES

4. SURFACE PREPARATION AND DETAILS AT COLD JOINTS, INCLUDING

PLACEMENT OF KEYWAYS

B. CONTINUOUS INSPECTION:

1. BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING

PLACEMENT OF CONCRETE

3 STRUCTURAL STEEL FABRICATION AND ERECTION MUST BE SPECIAL

INSPECTED AS FOLLOWS:

A. PERIODIC INSPECTION:

1. HIGH-STRENGTH BOLTS, NUTS AND WASHERS ACCORDING TO

AISC 360-10

2. SINGLE-PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16"

3. FLOOR AND ROOF DECK WELDS

4. STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH CONSTRUCTION

DOCUMENTS INCLUDING MEMBER LOCATIONS, CONNECTION DETAILS

AND ANY OTHER BRACING AND STIFFENING DETAILS

B. CONTINUOUS INSPECTION:

1. SLIP-CRITICAL CONNECTIONS ACCORDING TO AISC 360-10.

2. FILLET WELDS GREATER THAN 5/16" AND ALL MULTI-PASS WELDS

3. GROOVE WELDS, INCLUDING PARTIAL AND COMPLETE PENETRATION

4 WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES MUST BE SPECIAL

INSPECTED IN ACCORDANCE WITH SECTION 1704.2.5 SPECIAL INSPECTIONS

OF SITE-BUILT ASSEMBLIES.

A. PERIODIC INSPECTION:

1. WOOD STRUCTURAL PANEL SHEATHING GRADE AND THICKNESS

2. NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES

3. NAIL OR STAPLE DIAMETER AND LENGTH

4. NUMBER OF FASTENER LINES AND SPACING BETWEEN FASTENERS

IN EACH LINE AND AT EDGE MARGINS

5 POST-INSTALLED ANCHORS, INCLUDING BUT NOT LIMITED TO EXPANSION

ANCHORS, ADHESIVE ANCHORS, AND LOW VELOCITY FASTENERS MUST BE

SPECIAL INSPECTED ACCORDING TO THE RELEVANT ANCHOR CODE

EVALUATION REPORTS.

A. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE INSTALLATION

OF POST-INSTALLED ANCHORS. SPECIAL INSPECTOR MUST VERIFY

THE FOLLOWING:

1. ANCHOR SIZE AND STEEL GRADE

2. HOLE DIAMETER, LOCATION AND TYPE OF DRILL BIT

3. COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS, INCLUDING HOLE

AND ANCHOR CLEANLINESS, AND ADHESIVE APPLICATON

4. ANCHOR EMBEDMENT DEPTH

6 SEE THE IBC AND OTHER DISCPLINE'S DRAWINGS FOR NON-STRUCTURAL

ITEMS REQUIRED TO BE SPECIAL INSPECTED.

SPECIAL INSPECTIONS

1 THE FOLLOWING MATERIALS MUST BE TESTED ACCORDING TO IBC SECTION

1705. ANY ITEMS FOUND TO BE DEFICIENT MUST BE CORRECTED AND

RE-TESTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

2 CONCRETE STRENGTH VERIFICATION AND TESTING. ALL CONCRETE MUST

BE TESTED TO VERIFY STRENGTH, SLUMP, UNIT WEIGHT, AIR CONTENT AND

TEMPERATURE. SEE THE SPECIFICATIONS FOR TESTING CRITERIA,

FREQUENCY, AND ACCEPTABILITY CRITERIA.

3 STRUCTURAL STEEL: WELDED CONNECTIONS MUST BE TESTED FOR

COMPLIANCE WITH THE SPECIFICATIONS, AWS D1.1., AND THE CONTRACT

DOCUMENTS. MINIMUM TESTING MUST INCLUDE THE FOLLOWING:

A. ALL COMPLETE PENETRATION GROOVE WELDS MUST BE TESTED

ACCORDING TO METHODS DESCRIBED IN THE SPECIFICATIONS

B. A MINIMUM OF 50% OF PARTIAL PENETRATION GROOVE WELDS MUST BE

TESTING ACCORDING TO METHODS DESCRIBED IN THE SPECIFICATIONS.

C. ALL DEFICIENT WELDS MUST BE CORRECTED AND RE-TESTED AT

NO ADDITIONAL COST TO THE GOVERNMENT.

4 POST-INSTALLED ANCHORS, INCLUDING BUT NOT LIMITED TO EXPANSION

ANCHORS, ADHESIVE ANCHORS, AND LOW VELOCITY FASTENERS MUST BE

TESTED ACCORDING TO THE RELEVANT ANCHOR CODE EVALUATION

REPORTS.

5 SEE THE IBC AND OTHER DISCPLINE'S DRAWINGS FOR NON-STRUCTURAL

ITEMS REQUIRED TO BE TESTED.

STRUCTURAL TESTING

1 CONCRETE WORK MUST CONFORM TO THE REQUIREMENTS OF ACI 301-16,

"SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS".

2 CONCRETE MUST BE NORMAL WEIGHT AND MUST OBTAIN A 28 DAY

COMPRESSIVE STRENGTH (UNLESS OTHERWISE NOTED):

CONCRETE MIN F'C (28 DAYS)

A. WALLS 5,000 PSI

B. SLABS ON GRADE 4,000 PSI

C. CONCRETE NOTE OTHERWISE NOTED 3,000 PSI

3 BEFORE PLACING CONCRETE, EMBEDDED ITEMS MUST BE PROPERLY

LOCATED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE.

DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE

UNLESS INDICATED OR APPROVED BY THE CONTRACTING OFFICER.

4 EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES MUST BE

CHAMFERED 3/4" UNLESS OTHERWISE NOTED.

5 FORMWORK MUST REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED AT

LEAST 70% OF ITS 28 DAY COMPRESSIVE STRENGTH. THE CONTRACTOR MUST

PROVIDE ALL SHORING AND RESHORING.

6 SLAB FINISH TOLERANCE MUST BE IN ACCORDANCE WITH ACI 301, CLASS A.

FINISHES ARE SMOOTH RUBBED FINISH FOR EXPOSED CONCRETE WALL

SURFACES AND ANTI-SLIP TEXTURE FOR TOPPING SLAB SURFACES.

7 CONCRETE MUST BE MECHANICALLY VIBRATED IAW ASTM 309R.

8 CONSTRUCTION JOINTS (CJ) & SAWCUT JOINTS (SC) IN FLOOR SLABS MUST

OCCUR AS INDICATED ON DRAWINGS. CJ'S MUST HAVE FORMED POUR STOPS.

CJ'S IN WALLS & FOOTINGS NEED NOT OCCUR AT THE SAME LOCATION.

9 SLAB JOINTS MUST BE FILLED WITH AN APPROVED MATERIAL. THIS MUST TAKE

PLACE AS LATE AS POSSIBLE, PREFERABLY 4 TO 6 WEEKS AFTER THE SLAB AS

BEEN CAST. PRIOR TO FILLING, REMOVE ALL DEBRIS FROM THE SLAB JOINTS.

10 SLOPE EXTERIOR SLAB(S) TO DRAIN. COORDINATE WITH CIVIL DRAWINGS AT

LOCATIONS WHERE STRUCTURAL WORK REQUIRES DEMOLITION OF EXISTING

SITE ELEMENTS (SIDEWALKS, ETC) AND AT WORK COMPLETION, PATCHING OF

THOSE ELEMENTS TO MATCH ADJACENT. VERIFY GRADE CHANGES DO NOT

EXCEED 7" OR A CONCRETE STEP OR RAMP MUST BE PROVIDED.

11 ANCHOR RODS WITH UPSET THREADS ARE NOT ALLOWED.

12 AIR ENTRAINMENT IS REQUIRED PER PROJECT SPECIFICATIONS FOR THE

PERIMETER CURBING AND COLUMN PEDESTALS. HOWEVER IT IS NOT

REQUIRED, FOR THE FLOOR SLAB OVERLAY.

CAST-IN-PLACE CONCRETE NOTES

1 REINFORCING MATERIALS MUST BE AS FOLLOWS:

A. REINFORCING BARS – ASTM A615, GRADE 60, DEFORMED

B. TIES AND STIRRUPS – ASTM A615, GRADE 40

C. STAINLESS STEEL BARS, UON - ASTM A995, GRADE 60

D. WELDED WIRE FABRIC - ASTM A185, WELDED STEEL WIRE FABRIC,

SHEET TYPE, ROLL TYPE NOT ACCEPTABLE

2 UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER

MUST BE PROVIDED FOR CONCRETE PROTECTION OF REINFORCING, AS WELL

AS PLACING AND FABRICATION OF REINFORCING, IN ACCORDANCE WITH

RECOMMENDATIONS IN ACI 318:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"

B. CONCRETE CAST IN FORMS AND EXPOSED TO EARTH OR WEATHER:

I. STRUCTURAL SLAB ON GRADE = 2”

II. #6 AND LARGER BARS = 2”

III. #5 BAR, W31 OR D31 WIRE & SMALLER =…

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File details come from the government source that posted it. Updated Mar 18, 2022.