GDS_100pct DRAFT_Site 14_Vol. 14.2.pdf

PDF 46 MB Posted Aug 2, 2024

Attached to: DRAFT RFP – PDI: GUAM DEFENSE SYSTEM, COMMAND CENTER, JOINT REGION MARIANAS, GUAM
Solicitation number: N62742GDSCC
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Aug 2, 2024

This document is a Draft Request for Proposal (RFP) for the construction (design-bid-build) of a command center, 9 MW (N+2) mission power generation facility, switchgear building, and associated equipment for the Guam Defense System (GDS) at Joint Region Marianas, Guam. The estimated cost range is $250,000,000 to $500,000,000. The Naval Facilities Engineering Command (NAVFAC) is releasing the draft plans and specifications (P&S) for industry review and comment prior to issuing the final RFP. This is part of the Government's effort to improve understanding of requirements and enhance industry capabilities. Interested parties are requested to provide comments and feedback via email to the Contract Specialist by 2:00 PM HST on 15 August 2024. The Government will not respond to comments, but may use the feedback to finalize the P&S. This is not a solicitation, and no contract will be awarded based on the draft P&S. The final RFP, if issued, will be synopsized on the System for Award Management website.

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GDS_100pct DRAFT_Site 14_Vol. 14.6.pdf	PDF	Aug 2, 2024
GDS_100pct DRAFT_Site 14_Vol. 14.3.pdf	PDF	Aug 2, 2024
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GDS_100pct DRAFT_Site 14_Vol. 14.5.pdf	PDF	Aug 2, 2024
GDS_100pct DRAFT_Site 14_Vol. 14.8.pdf	PDF	Aug 2, 2024
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GDS_DRAFT_Specs_Site 14_Vol2_100pct_2AUG2024.pdf	PDF	Aug 2, 2024

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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

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EPROJECT NO.:

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DRAWFORM REVISION: 25 AUGUST 2020

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Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

FOR REVIEW

ONLY

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

SEAL

24 JUN 2024

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PLAN NORTH PLAN NORTH

VOLUME 14.2 - COMMAND CENTER

GENERAL & STRUCTURAL

PRIME CONSULTANT

CONSULTANTS

GENERAL NOTES AND REQUIREMENTS

VOLUME DESCRIPTION

VOL 14.1 GENERAL & SITE

VOL 14.2

VOL 14.4

COMMAND CENTER (GENERAL & STRUCTURAL)

VOL 14.5 COMMAND CENTER ( GENERAL, TELECOMMUNICATIONS, AUDIO VISUAL & SECURITY)

COMMAND CENTER ( GENERAL & ELECTRICAL)

VOL 14.3 COMMAND CENTER (GENERAL, ARCH, INTERIOR, FIRE PROTECTION, PLUMBING & MECHANICAL )

VOL 14.6 POWER PLANT (GENERAL, STRUCT, ARCH, INTERIOR, FIRE PROTECTION & PLUMBING

VOL 14.7 POWER PLANT (GENERAL, MECHANICAL, ELECTRICAL, TELECOMMUNICATIONS & SECURITY

VOL 14.8 ACCESS CONTROL

PROJECT 693

SITE 14 COMMAND CENTER

ANDERSEN AIR FORCE BASE, GUAM

Jacobs/B&V, a Joint Venture (Federal Services)

BLACK & VEATCH

SHEET REFERENCES WITHOUT SITE NUMBER AND BUILDING ID (I.E. FRIST FOUR

CHARACTERS) ARE INDICATING SHEETS WITHIN THE SAME SERIES OF DRAWINGS

OR TO GENERAL SHEETS, AS APPLICABLE.

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Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

FOR REVIEW

ONLY

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

SEAL

24 JUN 2024

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0 14CC-S-141 COMMAND CENTER - HIGH ROOF FRAMING PLAN -

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0 14CC-S-411 COMMAND CENTER - ENLARGED VIEWS

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0 14CC-S-511 COMMAND CENTER - FOUNDATION WALL DETAILS

0 14CC-S-514 COMMAND CENTER - FOUNDATION PEDESTAL DETAILS

0 14CC-S-515 COMMAND CENTER - SEISMIC ISOLATION SYSTEM

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INTERFACE SECTIONS AND DETAILS

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INTERFACE SECTIONS AND DETAILS

0 14CC-S-519 COMMAND CENTER - SEISMIC ISOLATION SYSTEM

INTERFACE SECTIONS AND DETAILS

0 14CC-S-520 COMMAND CENTER - FIRST FLOOR FRAMING DETAILS

0 14CC-S-521 COMMAND CENTER - SEISMIC ISOLATION SYSTEM

INTERFACE SECTIONS AND DETAILS

0 14CC-S-522 COMMAND CENTER - FIRST FLOOR FRAMING DETAILS

GENERAL

0 14CC-GI001 COMMAND CENTER - CODE COMPLIANCE PLAN - OVERALL

0 14CC-GI101 COMMAND CENTER - LIFE SAFETY CODE SUMMARY

ANALYSIS

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SITE 14 - COMMAND CENTER STRUCTURAL SHEET - VOL. 14.2

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0 14CC-S-529 COMMAND CENTER - FIRST FLOOR SECTIONS AND DETAILS

0 14CC-S-530 COMMAND CENTER - WALL SECTIONS AND DETAILS

0 14CC-S-531 COMMAND CENTER - WALL CAP BEAM REINFORCEMENT

0 14CC-S-532 COMMAND CENTER - PRECAST WALL WET JOINT DETAILS

0 14CC-S-533 COMMAND CENTER - PRECAST WALL SECTIONS AND

DETAILS

0 14CC-S-540 COMMAND CENTER - ROOF SECTIONS AND DETAILS

0 14CC-S-541 COMMAND CENTER - ROOF SECTIONS AND DETAILS

0 14CC-S-545 COMMAND CENTER - ROOF SECTIONS AND DETAILS

0 14CC-S-551 COMMAND CENTER - MISCELLANEOUS SECTIONS AND

DETAILS

0 14CC-S-561 COMMAND CENTER - FLOOR PENETRATIONS DETAILS

0 14CC-S-571 COMMAND CENTER - MISCELLANEOUS SECTIONS AND

DETAILS

0 14CC-S-572 COMMAND CENTER - UCC FOUNDATION DETAILS

0 14CC-S-573 COMMAND CENTER - UCC FOUNDATION DETAILS

0 14CC-S-574 COMMAND CENTER - UCC FOUNDATION DETAILS

0 14CC-S-580 COMMAND CENTER - FRAMING SECTIONS AND DETAILS

0 14CC-S-581 COMMAND CENTER - FRAMING SECTIONS AND DETAILS

0 14CC-S-585 COMMAND CENTER - ROOF TOP DETAILS

0 14CC-S-586 COMMAND CENTER - ROOF TOP DETAILS

0 14CC-S-587 COMMAND CENTER - ROOF TOP DETAILS

0 14CC-S-590 COMMAND CENTER - EXTERIOR STAIR SECTIONS AND

DETAILS

0 14CC-S-591 COMMAND CENTER - EXTERIOR STAIR SECTIONS AND

DETAILS

0 14CC-S-592 COMMAND CENTER - EXTERIOR STAIR SECTIONS AND

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0 14CC-S-593 COMMAND CENTER - EXTERIOR STAIR SECTIONS AND

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0 14CC-S-610 COMMAND CENTER - SCHEDULES

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PLAN

0 14CC-S-701 COMMAND CENTER - SIA PIPING DISTRIBUTION SUPPORT

PLAN - OVERALL

0 14CC-S-702 COMMAND CENTER - SIA PIPING DISTRIBUTION SUPPORT

PLAN AREA - A

0 14CC-S-703 COMMAND CENTER - SIA PIPING DISTRIBUTION SUPPORT

PLAN AREA - B

0 14CC-S-704 COMMAND CENTER - SIA PIPING DISTRIBUTION SUPPORT

PLAN AREA - C

0 14CC-S-705 COMMAND CENTER - SIA PIPING DISTRIBUTION SUPPORT

PLAN AREA - D

0 14CC-S-706 COMMAND CENTER - FIRST FLOOR PIPING DISTRIBUTION

SUPPORT PLAN - OVERALL

0 14CC-S-707 COMMAND CENTER - FIRST FLOOR PIPING DISTRIBUTION

SUPPORT PLAN AREA - A

0 14CC-S-708 COMMAND CENTER - FIRST FLOOR PIPING DISTRIBUTION

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0 14CC-S-709 COMMAND CENTER - FIRST FLOOR PIPING DISTRIBUTION

SUPPORT PLAN AREA - C

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SUPPORT PLAN AREA - D

0 14CC-S-711 COMMAND CENTER - FIRST FLOOR HVAC DISTRIBUTION

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0 14CC-S-714 COMMAND CENTER - FIRST FLOOR HVAC DISTRIBUTION

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SUPPORT PLAN AREA - D

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0 14CC-S-717 COMMAND CENTER - SIA CONDUIT / RACEWAY SUPPORTS

PLAN - AREA A

0 14CC-S-718 COMMAND CENTER - SIA CONDUIT / RACEWAY SUPPORTS

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0 14CC-S-719 COMMAND CENTER - SIA CONDUIT / RACEWAY SUPPORTS

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0 14CC-S-720 COMMAND CENTER - SIA CONDUIT / RACEWAY SUPPORTS

PLAN - AREA D

0 14CC-S-721 COMMAND CENTER - UNDERFLOOR CONDUIT / RACEWAY

PLAN - OVERALL

0 14CC-S-722 COMMAND CENTER - UNDERFLOOR CONDUIT / RACEWAY

SUPPORT PLAN - AREA A

0 14CC-S-723 COMMAND CENTER - UNDERFLOOR CONDUIT / RACEWAY

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0 14CC-S-724 COMMAND CENTER - UNDERFLOOR CONDUIT / RACEWAY

SUPPORT PLAN - AREA C

0 14CC-S-725 COMMAND CENTER - UNDERFLOOR CONDUIT / RACEWAY

SUPPORT PLAN - AREA D

0 14CC-S-726 COMMAND CENTER - FIRST FLOOR CONDUIT / RACEWAY

SUPPORT PLAN - OVERALL

0 14CC-S-727 COMMAND CENTER - FIRST FLOOR CONDUIT / RACEWAY

SUPPORT PLAN - AREA A

0 14CC-S-728 COMMAND CENTER - FIRST FLOOR CONDUIT / RACEWAY

SUPPORT PLAN - AREA B

0 14CC-S-729 COMMAND CENTER - FIRST FLOOR CONDUIT / RACEWAY

SUPPORTS PLAN - AREA C

0 14CC-S-730 COMMAND CENTER - FIRST FLOOR CONDUIT / RACEWAY

SUPPORTS PLAN - AREA D

0 14CC-S-731 COMMAND CENTER - CONDUIT / RACEWAY SUPPORTS

SCHEDULES

0 14CC-S-732 COMMAND CENTER - CONDUIT / RACEWAY SUPPORTS

SCHEDULES

0 14CC-S-733 COMMAND CENTER - CONDUIT / RACEWAY SUPPORTS

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SCHEDULES

0 14CC-S-735 COMMAND CENTER - CONDUIT / RACEWAY SUPPORTS

SCHEDULES

0 14CC-S-736 COMMAND CENTER - CONDUIT / RACEWAY SUPPORTS

SCHEDULES

0 14CC-S-737 COMMAND CENTER - CONDUIT / RACEWAY SUPPORTS

SCHEDULES

0 14CC-S-738 COMMAND CENTER - CONDUIT / RACEWAY SUPPORTS

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0 14CC-S-740 COMMAND CENTER - CONDUIT / RACEWAY SUPPORTS

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0 14CC-S-741 COMMAND CENTER - CONDUIT / RACEWAY SUPPORTS

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0 14CC-S-742 COMMAND CENTER - CONDUIT / RACEWAY SUPPORTS

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0 14CC-S-743 COMMAND CENTER - CONDUIT / RACEWAY SUPPORTS

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0 14CC-S-770 COMMAND CENTER - SIA - SUPPORT FRAMING PLAN AREA D

0 14CC-S-771 COMMAND CENTER - FIRST FLOOR - UNDER FLOOR

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0 14CC-S-772 COMMAND CENTER - FIRST FLOOR - UNDER FLOOR

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0 14CC-S-773 COMMAND CENTER - FIRST FLOOR - UNDER FLOOR

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0 14CC-S-774 COMMAND CENTER - FIRST FLOOR - UNDER FLOOR

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0 14CC-S-775 COMMAND CENTER - FIRST FLOOR - UNDER FLOOR

SUPPORT FRAMING AREA D

0 14CC-S-776 COMMAND CENTER - FIRST FLOOR - SUPPORT FRAMING

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0 14CC-S-777 COMMAND CENTER - FIRST FLOOR - SUPPORT FRAMING

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0 14CC-S-778 COMMAND CENTER - FIRST FLOOR - SUPPORT FRAMING

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0 14CC-S-779 COMMAND CENTER - FIRST FLOOR - SUPPORT FRAMING

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0 14CC-S-780 COMMAND CENTER - FIRST FLOOR - SUPPORT FRAMING

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0 14CC-S-781 COMMAND CENTER - HIGH ROOF - SUPPORT FRAMING PLAN

0 14CC-S-782 COMMAND CENTER - DISTRIBUTION SUPPORT DETAILS

0 14CC-S-783 COMMAND CENTER - DISTRIBUTION SUPPORT DETAILS

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0 14CC-S-787 COMMAND CENTER - DISTRIBUTION SUPPORT DETAILS

0 14CC-S-788 COMMAND CENTER - DISTRIBUTION SUPPORT DETAILS

0 14CC-S-789 COMMAND CENTER - DISTRIBUTION SUPPORT DETAILS

0 14CC-S-790 COMMAND CENTER - DISTRIBUTION SUPPORT DETAILS

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7' -1

98' - 8"

COMMON PATH: C

46' - 5"

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238' - 8"

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239' - 8"

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2 HR FIRE

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ACTUAL

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MULTI-PURPOSE DRY

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MULTI-PURPOSE DRY CHEMICAL

WITH FULLY RECESSED CABINET

UNLESS THE WALL DEPTH

REQUIRES A SEMIRECESSED

CABINET. CABINET PROJECTIONS

TO MEET ABA REQUIREMENTS.

EXIT SIGN LOCATION,

REFER TO FA

CLEAN AGENT AND WALL

MOUNTED BRACKET

01. ROOM 140 AND ROOM 141 ARE PROVIDED WITH 2 HOUR RATED

BARRIERS. ALL WALLS OF ROOM 140 AND 141 ARE LOAD BEARING

PRECAST PANEL WALLS SUPPORTED BY STRUCTURAL CONCRETE

BEAMS. ALL PRECAST PANEL WALLS AND SUPPORTING BEAMS PROVIDE

THE EQUIVALENT 2 HOUR RATING PER IBC 722.2.1.1 AND 722.2.2.1

02. ROOM 107 IS PROVIDED WITH 2 HOUR RATED BARRIERS. THE

COMPOSITE SLAB SUPPORTS THE NON LOAD BEARING WALLS AND

PROVIDES THE EQUIVALENT 2 HOUR RATING PER IBC 722.2.2.1.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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SCALE:

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SHEET

NAVFAC DRAWING NO.

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PM/DM

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FIRE PROTECTION

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Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

FOR REVIEW

ONLY

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

SEAL

24 JUN 2024

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14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

A B

1/16" = 1'-0" 0 16' 32' 48'8'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

SHEET KEYNOTES

LEGEND

PLAN

NORTH

SHEET NAMING CONVENTION

SCALE: 1/16" = 1'-0"

CODE COMPLIANCE PLAN - OVERALL

1. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS,

SEE SHEET 14GI-A-001.

2. NOT TO BE USED FOR CONSTRUCTION.

EGRESS ROUTE DISTANCES

OCCUPANCY ID LENGTH ALLOWABLE

LENGTH

CODE

REFERENCE

COMMON PATH

BUSINESS E 67'-5" 100'-0" NFPA 101

BUSINESS C 98'-8" 100'-0" NFPA 101

BUSINESS G 70'-4" 100'-0" NFPA 101

DEAD END CORRIDOR

BUSINESS J 41'-6" 50'-0" NFPA 101

BUSINESS D 46'-5" 50'-0" NFPA 101

TRAVEL DISTANCE

BUSINESS A 287'-0" 300'-0" NFPA 101

BUSINESS B 238'-8" 300'-0" NFPA 101

BUSINESS F 113'-8" 300'-0" NFPA 101

BUSINESS H 239'-8" 300'-0" NFPA 101

BUSINESS I 150'-0" 300'-0" NFPA 101

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CHIEF ENG/ARCH

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1812861

KYM

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

FOR REVIEW

ONLY

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

SEAL

24 JUN 2024

A N

D E

R S

E N

F O

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E B

A S

KYM

AWK/DMK

:2 :5

C R e v it \l o c a l_

C C

S e d m o n d s m

.r v t

14CC-GI101

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100% DESIGN SUBMITTAL

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

SHEET NAMING CONVENTION

TOTAL NUMBER OF OCCUPANTS: 348

159 MECH/ELEC/EQUIPMENT 7,540.00 500 15

158 MECH/ELEC/EQUIPMENT 495.00 500 1

157 BUSINESS USE 253.00 150 2

156 BUSINESS USE 174.00 150 1

155 BUSINESS USE 235.00 150 2

154 BUSINESS USE 973.00 150 6

153 BUSINESS USE 968.00 150 6

152 BUSINESS USE 235.00 150 2

151 BUSINESS USE 235.00 150 2

150 BUSINESS USE (CONCENTRATED) 584.00 50 12

149 BUSINESS USE 374.00 150 2

148 BUSINESS USE 122.00 150 1

147 BUSINESS USE 55.00 150 0

146 MECH/ELEC/EQUIPMENT 1,030.00 500 2

145 MECH/ELEC/EQUIPMENT 1,571.00 500 3

144 MECH/ELEC/EQUIPMENT 1,571.00 500 3

143 MECH/ELEC/EQUIPMENT 1,023.00 500 2

142 BUSINESS USE 36.00 150 0

141 BUSINESS USE (CONCENTRATED) 3,613.00 50 72

140 BUSINESS USE (CONCENTRATED) 3,652.00 50 73

139 BUSINESS USE 1,431.00 150 10

138 BUSINESS USE 55.00 150 0

137 MECH/ELEC/EQUIPMENT 4,885.00 500 10

136 MECH/ELEC/EQUIPMENT 273.00 500 1

135 MECH/ELEC/EQUIPMENT 3,522.00 500 7

134 BUSINESS USE 229.00 150 2

133 BUSINESS USE 438.00 150 3

132 MECH/ELEC/EQUIPMENT 430.00 500 1

131 BUSINESS USE 153.00 150 1

130 MECH/ELEC/EQUIPMENT 4,653.00 500 9

129 BUSINESS USE 70.00 150 0

128 BUSINESS USE 998.00 150 7

127 BUSINESS USE 326.00 150 2

126 BUSINESS USE 323.00 150 2

125 BUSINESS USE 93.00 150 1

124 MECH/ELEC/EQUIPMENT 312.00 500 1

123 MECH/ELEC/EQUIPMENT 216.00 500 0

122 BUSINESS USE 259.00 150 2

121 BUSINESS USE 259.00 150 2

120B BUSINESS USE 42.00 150 3

120A BUSINESS USE 376.00 150 3

119 BUSINESS USE 119.00 150 1

118 BUSINESS USE 822.00 150 5

116 BUSINESS USE 315.00 150 2

115 BUSINESS USE 178.00 150 1

114 BUSINESS USE 177.00 150 1

113 BUSINESS USE 176.00 150 1

112 BUSINESS USE 159.00 150 1

111 BUSINESS USE (CONCENTRATED) 601.00 50 12

110 BUSINESS USE 337.00 150 2

109 BUSINESS USE (CONCENTRATED) 1,137.00 50 23

108 BUSINESS USE 872.00 150 6

107 BUSINESS USE 890.00 150 6

106 BUSINESS USE 652.00 150 4

105 BUSINESS USE 461.00 150 3

104 BUSINESS USE 292.00 150 2

103 BUSINESS USE 330.00 150 2

102 BUSINESS USE 145.00 150 1

101 BUSINESS USE 134.00 150 1

ROOM NO. NFPA 101 USE AREA (SF) OCCUPANCY LOAD AREA (SF/PERSON) TOTAL NO. OF OCCUPANTS

OCCUPANCY LOAD TABLE

BUILDING CODE / LIFE SAFETY ANALYSIS

1. APPLICABLE CODES AND STANDARDS

• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES WITH CHANGE 6; MAY 2021

• UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION SYSTEMS WITH CHANGE 1; JANUARY

• INTERNATIONAL BUILDING CODE (IBC), 2024

• NFPA 1, 2024 FIRE CODE

• NFPA 10, 2022 STANDARD FOR PORTABLE FIRE EXTINGUISHERS

• NFPA 13, 2022 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

• NFPA 72, 2022 NATIONAL FIRE ALARM AND SIGNALING CODE

• NFPA 76, 2024 STANDARD FOR THE FIRE PROTECTION OF TELECOMMUNICATIONS

FACILITIES

• NFPA 90A, 2024 STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND

VENTILATING SYSTEMS

• NFPA 101, 2024 LIFE SAFETY CODE

• NFPA 2001, 2022 STANDARD ON CLEAN AGENT EXTINGUISHING SYSTEMS

• ICC 500, 2020 ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM

SHELTERS

2. LIFE SAFETY ANALYSIS DESIGN CRITERIA

BUILDING CODE DESIGN CRITERIA IS DEFINED IN UFC 3-600-01. THE IBC DETERMINES BUILDING

CONSTRUCTION TYPE, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITATION, BUILDING

SEPARATION DISTANCES, AND THE REQUIRED FIRE RESISTANCE RATING FOR VARIOUS BUILDING ELEMENTS. NFPA 101 ESTABLISHES THE MEANS OF EGRESS REQUIREMENTS. IBC AND NFPA 101

CRITERIA APPLY UNLESS OTHER REQUIREMENTS ARE SUPERSEDED BY HN OR CLIENT-PROVIDED

DOCUMENTATION.

3. OCCUPANCY (IBC CHAPTER 3):

BUSINESS GROUP: B

ALL AREAS OF FACILITY UNLESS NOTED AS F-1 BELOW

MODERATE HAZARD FACTORY INDUSTRIAL GROUP: F-1

ROOM 130, ROOM 135, ROOM 137, OPEN-AIR BAY 159. ROOM 143, ROOM 144, ROOM 145,

ROOM 146, ROOM 158.

BUILDING IS DESIGNED AS A MIXED-USE FACILITY. THESE OCCUPANCIES ARE NON-SEPARATED AND

THEREFORE, ARE RESTRICTED TO THE MOST LIMITED OCCUPANCY AREA PROVISION FOR ALL

OCCUPANCIES (IBC PARAGRAPH 508.3.2)

SEE 14CC-GI001 FOR LIFE SAFETY FLOOR PLAN AND BOUNDARIES OF IBC OCCUPANCY GROUPS.

4. CONSTRUCTION TYPE (IBC TABLE 601)

CONSTRUCTION TYPE: IIB

5. SPRINKLER PROTECTION

FACILITY IS PROTECTED WITH AUTOMATIC SPRINKLER SYSTEMS.

6. ALLOWABLE BUILDING HEIGHT (IBC TABLE 504.3)

GROUP B ALLOWABLE HEIGHT: 75 FT

GROUP F-1 ALLOWABLE HEIGHT: 75 FT

ACTUAL HEIGHT: 40’-2”

7. ALLOWABLE NUMBER OF STORIES (IBC TABLE 504.4)

GROUP B ALLOWABLE STORIES: 4 STORIES

GROUP F-1 ALLOWABLE STORIES: 3 STORIES

ACTUAL STORIES: 1 STORY

8. ALLOWABLE BUILDING AREA – PER STORY (IBC TABLE 506.2)

GROUP B ALLOWABLE AREA: 92,000 SQ FT

GROUP F-1 ALLOWABLE AREA: 62,000 SQ FT

ACTUAL AREA: 56,840 SQ FT

9. FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS (IBC TABLE 601)

PRIMARY STRUCTURAL STEEL: 0

EXTERIOR BEARING WALLS: 0

INTERIOR BEARING WALLS: 0

EXTERIOR NONBEARING WALLS AND PARTITIONS: 0

INTERIOR NONBEARING WALLS AND PARTITIONS: 0

FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 0

ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0

10. SPECIAL PROVISIONS FIRE RESISTANCE RATINGS

ROOMS 143 AND 146: 1 HOUR (UFC 3-520-05 & NFPA 1 SECTION 52.2.2.3.3)

ROOM 130: 1 HOUR (NFPA 76 SECTION 8.3)

ROOM 135: 1 HOUR (NFPA 76 SECTION 8.3)

ROOM 158: 1 HOUR (NFPA 76 SECTION 8.3)

ROOMS 140 AND 141: 2 HOUR (CLIENT DIRECTED)

ROOM 107: 2 HOUR (CLIENT DIRECTED)

STRUCTURAL ELEMENTS SUPPORTING BARRIERS GREATER THAN 1 HOUR: 2 HOUR (NFPA 101 8.2.3.3)

11. FIRE AND SMOKE PROTECTION FEATURES

OPENING PROTECTIVES (IBC SECTION 716)

FIRE-RESISTANCE-RATED GLAZING TESTED AS PART OF A FIRE-RESISTANCE-RATED WALL ASSEMBLY WILL NOT OTHERWISE BE REQUIRED TO COMPLY WITH THIS SECTION. FIRE DOOR ASSEMBLIES ARE

REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN

CORRIDOR WALLS OR SMOKE BARRIER WALLS (IBC SECTION 716.5.3).

NFPA 101 MEANS OF EGRESS

12. NFPA 101 USE (NFPA 101 SECTION 6.1)

NEW BUSINESS (CHAPTER 38)

ALL AREAS OF FACILITY UNLESS NOTED AS INDUSTRIAL USE.

INDUSTRIAL (CHAPTER 40)

GENERAL INDUSTRIAL: ROOM 137, OPEN-AIR BAY 159, ROOM 143, ROOM 144, ROOM 146, ROOM 145.

SPECIAL-PURPOSE INDUSTRIAL: ROOM 130, ROOM 135, ROOM 158.

13. LIMITED ACCESS STRUCTURES (NFPA 101 SECTION 11.7.3)

THIS FACILITY IS CONSIDERED A LIMITED ACCESS STRUCTURE AS DEFINED BY NFPA 101 SECTION 3.3.284.3.

PROVISIONS REQUIRED FOR LIMITED ACCESS STRUCTURES ARE AS FOLLOWS:

STRUCTURES SHALL BE PROTECTED BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM.

(NFPA 101 SECTION 11.7.3.4)

STRUCTURES SHALL BE PROVIDED WITH EMERGENCY LIGHTING. (NFPA 101 SECTION 11.7.3.5)

14. OCCUPANT LOAD

SEE OCCUPANT LOAD TABLE WITHIN THIS LIFE SAFETY ANALYSIS FOR THE OCCUPANT LOAD OF SPECIFIC AREAS.

15. REQUIRED NUMBER OF EXITS (NFPA 101 SECTION 7.4)

NOT LESS THAN TWO MEANS OF EGRESS WILL BE PROVIDED ON EVERY STORY (NFPA 101 7.4.1.1) AND NOT LESS THAN TWO SEPARATE EXITS WILL BE ACCESSIBLE FROM EVERY PART OF EVERY STORY (NFPA 101 7.5.1.1.1).

PROVIDED NUMBER OF EXITS: 4 TOTAL

EXIT DISCHARGE TO A PUBLIC WAY IS REQUIRED FOR EACH EXIT. (NFPA 101 7.7, 38.2.7)

EXIT DISCHARGE TO EXTERIOR IS PROVIDED WITH PROVISIONS OF A SITE MUSTER LOCATION WITHIN THE SECURE

FENCE LINE.

16. REQUIRED ARRANGEMENT OF EXITS (NFPA 101 SECTION 7.5)

IN BUILDINGS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM, THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS WILL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL

DIMENSION OF THE BUILDING OR AREA TO BE SERVED (NFPA 101 7.5.1.3.3).

ACTUAL: ALL EXITS ARE SEPARATED TO MEET THE REQUIREMENT, SEE 14CC-GI001

EXIT ACCESS FROM ROOMS OR SPACES WILL BE PERMITTED TO BE THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS, PROVIDED THESE ROOMS OR AREAS ARE ACCESSORY TO THE AREA SERVED (NFPA 7.5.1.6).

17. REQUIRED EXIT COMPONENT WIDTHS (NFPA 101 SECTION 7.3)

EXIT COMPONENT WIDTH: 0.2-INCH WIDTH PER PERSON (NFPA 101 TABLE 7.3.3.1), WITH 44-INCH MINIMUM CLEAR

FOR BUSINESS (NFPA 101 38.2.3)

CORRIDOR 108 ACTUAL (WORST CASE): 65 INCHES

CORRIDOR 139 ACTUAL: 94.375 INCHES

THE MINIMUM WIDTH OF ANY MEANS OF EGRESS NOT SPECIFICALLY LISTED IS 36-INCHES MINIMUM (NFPA 101 7.3.4.1).

THE REQUIRED DOOR WIDTH OF BUSINESS USES AND INDUSTRIAL USES IS 0.2-INCHES PER PERSON (NFPA 101

TABLE 7.3.3.1) WITH 32-INCHES MINIMUM CLEAR WIDTH (NFPA 101 7.2.1.2.3.2):

DOOR LEAVES ARE REQUIRED TO SWING IN THE DIRECTION OF EGRESS WHERE SERVING A ROOM OR AREA

WITH AN OCCUPANT LOAD OF 50 OR MORE.

EXITS MUST BE ARRANGED SO THE LOSS OF ANY ONE EXIT STILL PROVIDES EXIT CAPACITY FOR AT LEAST 50% OF

THE REQUIRED CAPACITY (NFPA 101 7.3.1.1.2).

18. MARKING OF MEANS OF EGRESS (NFPA 101 SECTION 7.10)

MEANS OF EGRESS SIGNAGE SHALL BE AS STATED IN PARAGRAPH 7.10, THERE ARE NO SPECIAL REQUIREMENTS.

19. INTERIOR FINISH RATINGS (NFPA 101 SECTION 7.1.4.1)

ENTRY VESTIBULES WALLS AND CEILINGS: CLASS A MINIMUM

FLOORS: NO REQUIREMENT

20. TRAVEL DISTANCES (NFPA 101 SECTION 7.6)

DEAD END CORRIDORS:

BUSINESS USE (CH 38.2.5.3.1) ALLOWABLE: 50 FT

INDUSTRIAL USE (CH 40 TABLE 40.2.5.1) ALLOWABLE: 50 FT

ACTUAL: 46'-5"

COMMON PATH OF TRAVEL:

BUSINESS USE (CH 38.2.5.2.1) ALLOWABLE: 100 FT

INDUSTRIAL USE (CH 40 TABLE 40.2.5.1) ALLOWABLE: 100 FT

ACTUAL: 98'-8"

MAXIMUM TRAVEL DISTANCE:

BUSINESS USE (CH 38.2.6.3) ALLOWABLE: 300 FT

GENERAL INDUSTRIAL USE (CH 40 TABLE 40.2.6.1) ALLOWABLE: 250 FT

SPECIAL-PURPOSE INDUSTRIAL USE (CH 40 TABLE 40.2.6.1) ALLOWABLE: 400 FT

ACTUAL: 239'-8"

ACTUAL (SPECIAL PURPOSE) 287'-0"

A SINGLE EXIT SHALL BE PERMITTED FOR A ROOM OR AREA WITH A TOTAL DISTANCE OF TRAVEL FROM ANY POINT, INCLUDING TRAVEL WITHIN AN EXIT, SHALL NOT EXCEED THE COMMON PATH OF TRAVEL LIMITATIONS.

SEE THE EGRESS ROUTE DISTANCE TABLE ON THE LIFE SAFETY PLAN SHEET 14CC-GI001.

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FF FF FF

STORM SHELTER INFORMATION (ICC 500 SECTION 106.2)

A. DESIGN INFORMATION (ICC 500 SECTION 106.2.1)

1. STORM SHELTER TYPE: COMMUNITY HURRICANE SHELTER

2. USE OF COMMUNITY SHELTER : ASSIGNED BUILDING OCCUPANTS

3. THE DESIGN CONFORMS TO THE PROVISIONS OF THE 2020 ICC 500

STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS.

4. STORM SHELTER DESIGN WIND SPEED, VH: 235 mph

5. WIND EXPOSURE CATEGORY: C

6. INTERNAL PRESSURE COEFFICIENT, GCPI: +/-0.55

7. TOPOGRAPHIC FACTOR, KZT: 1.01

8. DIRECTIONALITY FACTOR, KD: 1.0

9. DESIGN WIND PRESSURES AND APPLICABLE ZONES FOR COMPONENTS AND

CLADDING OF THE STORM SHELTER ENVELOPE: REFER TO 14CC-S-007.

10. THE STORM SHELTER HAS NOT BEEN CONSTRUCTED IN ACCORDANCE WITH

ICC 500 CHAPTER 4. THE PROJECT SITE IS OUTSIDE OF THE 500-YEAR

FLOOD HAZARD AREA, THE HAZARDS IN TABLE 402.1 AND THOSE HAZARDS

LISTED IN 402.2; THEREFORE, IS NOT SUBJECT TO THE REQUIREMENTS

OF CHAPTER 4. (106.2.1 PARAGRAPH 10).

11. NOT APPLICABLE

12. STORM SHELTER ENVELOPE REQUIREMENTS DOCUMENTATION:

i. WALLS: REFER TO CALCULATIONS

ii. ROOF: REFER TO CALCULATIONS

iii. DOORS: REFER TO SPECIFICATIONS

13. LOCATION OF THE STORM SHELTER: REFER TO DRAWING C3/14CC-GI102

AND C1/14CC-GI102.

14. STORM SHELTER ELEVATION INDICATING HEIGHT OF THE STORM SHELTER

RELATIVE TO THE FINISHED GRADE: 5'-3"

15. LOWEST STORM SHELTER FLOOR ELEVATION AND CORRESPONDING

DATUM: 98'-0" = 520.5'

16. DESIGN OCCUPANT CAPACITY (ICC 500 SECTION 502):

ASSIGNED OCCUPANCY (SECTION 502.2.1): 117

NOTE: THE ICC 500 STORM SHELTER IS DESIGNED FOR THE ASSIGNED

OCCUPANCY OF THE FACILITY.

17. REQUIRED USABLE FLOOR AREA (SF) (ICC 500 SECTION 502.3):

117 OCCUPANTS X 20 SF = 2,340 SF

PROVIDED USABLE FLOOR AREA (SF) (ICC 500 SECTION 502.4):

47,947 SF X 0.5 = 23,974 SF

NOTE: WORST CASE SHOWN, CALCULATED IN ACCORDANCE WITH SECTION

502.4.1 (1).

18. MECHANICAL VENTILATION AIR FLOW FROM AIRHANDLERS WILL MEET AND

EXCEED THE ICC500 VENTILATION REQUIREMENT OF 5 CFM/PERSON. 5

CFM/PERSON X 117 PEOPLE = 585 CFM. THE CONSTANT VENTILATION

PROVIDED BY THE AIRANDLER IS 4000 CFM/AIR HANDLER. WITH 2 AIR

HANDLERS RUNNING, THIS WILL BE 8000 CFM. THIS VENTILATION IS

CONSTANTLY PROVIDED TO THE BUILDING AND AIR HANDLERS ARE ON BACK

UP GENERATION.

19. ICC 500 REQUIRES 1 WATER CLOSET/250 OCCUPANTS AND 1 LAVATORY/1000

OCCUPANTS. THE DESIGN HAS 9 WATER CLOSETS AND 6 LAVATORIES. THE

NUMBER OF WATER CLOSETS AND LAVATORIES IS DESIGNED TO EXCEED ICC

500 REQUIREMENTS.

B. DESIGN INFORMATION DOCUMENTATION (ICC 500 SECTION 106.2.2): REFER TO

NOTES WITHIN THIS SECTION THAT ARE IN REFERENCE TO ICC 500 SECTION 106.2.1

AND 106.2.6.

C. ENCLOSURE (ICC 500 SECTION 106.2.3): THE ENTIRE COMMAND CENTER ENVELOPE

ENCLOSES THE STORM SHELTER.

D. SIGNAGE (ICC 500 SECTION 106.2.4): REFER TO PLANS FOR SIGN TYPES AND

LOCATIONS.

E. STORM SHELTER DETAILS (ICC 500 SECTION 106.2.5): FOR EQUIPMENT USED FOR

THE PROTECTION AND OPERATION OF THE STORM SHELTER REFER TO THE

SPECIFICATIONS.

F. STORM SHELTER INSTRUCTIONS (ICC500 SECTION 106.2.6):

GENERAL: OCCUPANT MUST TRIGGER ICC 500 MODE AT THE UCC.

PLUMBING:

POTABLE WATER: IF A LOSS OF CONNECTION FROM UTILITIES TO COMMAND CENTER

POTABLE WATER SUPPLY IS DETECTED, AN ALARM WILL BE TRIGGERED AT THE UCC.

OCCUPANTS NEEDING TO FLUSH A TOILET IN THE COMMAND CENTER WILL HAVE LIMITED

WATER PRESSURE IN THE BUILDING FOR FLUSHING. AFTER A LIMITED NUMBER OF WATER

CLOSET FLUSHES, OCCUPANTS WILL BE REQUIRED TO FILL A BUCKET WITH WATER FROM

THE HOSE BIBB LOCATED ON THE WALL (MENS AND WOMENS RESTROOMS) BEHIND THE

DOOR TO THE BATHROOM. THE WATER BUCKET MAY BE USED TO FILL THE MANUAL FLUSH

VALVE TOILETS TO ALLOW FOR WASTE DISPOSAL.

DRINKING WATER IS LOCATED ON A SHELVING UNIT ON THE SOUTH WALL OF THE

MECHANICAL ROOM. 1 GAL/PERSON FOR AN OCCUPANCY OF 117 PEOPLE IS PROVIDED.

SANITARY SEWER DISPOSAL:

NO ACTION REQUIRED.

MECHANICAL:

VENTILATION: NO ACTION REQUIRED. OUTSIDE AIR WILL BE PROVIDED VIA THE AHUS.

FUEL OIL: UPON THE INITIATION OF ICC 500 MODE, IF THERE IS A LOSS OF UTILITY POWER

CONNECTION AND THERE IS A CALL FOR FUEL FROM THE GENERATORS, AND A LOSS OF

PRESSURE FROM THE BULK TANK FUEL SUPPLY TO THE GENSETS IS DETECTED, THE ICC

500 TANK WILL SUPPLY 24 HOURS OF FUEL TO THE GENSETS.

G. FIRE SEPARATION (ICC 500 SECTION 603.1):

NOT REQUIRED. FACILITY IS DESIGNED FOR THE CALCULATED OCCUPANT LOAD IN

ACCORDANCE WITH NFPA 101. TOTAL CAPACITY FOR THE MEANS OF EGRESS IS

PROVIDED IN ACCORDANCE WITH ICC 500 SECTION 603.1 EXCEPTION 4.

H. THE ICC 500 SECTION 703.11 REQUIRES A CLASS A FIRST AID KIT IN COMPLIANCE

WITH ANSI/ISEAI Z308.1 TO BE SUPPLIED IN COMMUNITY STORM SHELTERS.

20. MINIMUM FOUNDATION CAPACITY REQUIREMENTS INCLUDING FOUNDATION

THICKNESS, STEEL REINFORCEMENT/ AND CONCRETE COVER: REFER TO

STRUCTURAL DRAWINGS

21. STORM SHELTER INSTALLATION REQUIREMENTS, INCLUDING ANCHOR

LOCATION, MINIMUM EDGE AND END DISTANCE AND MINIMUM REQUIRED

CAPACITY FOR POST INSTALLED ANCHORS WHERE UTILIZE: REFER TO

STRUCTURAL DRAWINGS

22. RAINFALL RATE OF THE ROOF PRIMARY DRAINAGE SYSTEM: 19.2 IN/HR

23. RAINFALL RATE OF THE ROOF SECONDARY (OVERFLOW) DRAINAGE SYSTEM

WHERE REQUIRED: 6 IN/HR FOR STORM SHELTER

24. RAINWATER DRAINAGE DESIGN RAINFALL RATE FOR FACILITIES SUBJECT TO

RAINWATER IMPOUNDMENT: NOT APPLICABLE

B C E

TOC FIRST FLOOR

COMPOSITE SLAB

98'-0"

DA D.5C.7C.5C.3B.7B.3

TOC HIGH ROOF @

GRID C

139'-10"

TOC LOW ROOF AT

GRID C

125'-9 3/4"140

159 139 127 109137 126 108

5' -7

'-9

-7

A. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS, REFER TO

SHEET 14GI-A-001.

B. ARCHITECTURAL FINISH FLOOR PLAN ELEVATION (100'-0"). INDICATES

THE TOP OF THE FINISH FLOOR. REFER TO CIVIL DRAWINGS FOR ACTUAL

SITE REFERENCE ELEVATION.

C. SECURE USE SPACE BOUNDARY WALLS MUST BE PAINTED FROM

SECURE USE SPACE BOUNDARY FLOOR TO SECURE USE SPACE

BOUNDARY CEILING OR DECK, COLOR AS SPECIFIED. GYPSUM

BOARD SECURE USE SPACE BOUNDARY WALLS MUST BE FINISHED AS

SPECIFIED IN SPECIFICATION 09 29 00 FROM FINISHED FLOOR TO

SUSPENDED CEILING, GYPSUM BOARD BELOW FINISHED FLOOR AND

ABOVE SUSPENDED CEILING MUST BE FINISHED TO A LEVEL 2.

D. REFER TO SHEET 14CC-A-621 FOR EXTERIOR LOUVER SCHEDULE AND

DETAILS.

STORM SHELTER BOUNDARY

E. VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING

WITH THE WORK. DIMENSIONS FOR EXISTING WORK ARE INDICATED AS "±".

ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF

THE CONTRACTING OFFICER IN WRITING.

F. DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF STUD, FACE OF

PRECAST CONCRETE OR FACE OF EXISTING SURFACES UNLESS OTHERWISE

NOTED.

G. STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER, AND

AT ONCE, REPORT TO THE ARCHITECT ANY ERRORS AND INCONSISTENCIES

OR OMISSIONS DISCOVERED. ANY CONSTRUCTION ACTIVITY PERFORMED

KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR

OMMISSION IN THE CONTRACT WILL ASSUME RESPONSIBILITY FOR SUCH

PERFORMANCE AND WILL BEAR THE AMOUNT OF THE COST OF THE

CONSTRUCTION.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

P A

A K

A L

A P

H A

W A

AS NOTED

F Y

R O

J E

C T

G D

S C

O M

M A

N D

C E

N T

E R

N A

V F

A C

P A

1764210

KYM

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

FOR REVIEW

ONLY

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

SEAL

24 JUN 2024

A N

D E

R S

E N

F O

R C

E B

A S

KYM

AWK/DMK

:1 :0

C U s e rs

\G ra

\O n e D ri v e

B la c k

V e a tc h \D o c u m e n ts

\P C

C A

S g ra y jC

D A

.r v t

14CC-GI102

C O

M M

A N

D C

E N

T E

C O

D E

C O

M P

N C

E S

U M

M A

R Y

CMAJLG JLG

G U

A M

C C

-G I1

100% DESIGN SUBMITTAL

OCCUPANCY: COMMUNITY OCCUPANTS: 331

REQUIRED WATER CLOSETS AND

LAVATORIES FOR HURRICANE SHELTERS

WATER CLOSET LAVATORIES

7 4 CALCULATED PER SECTION 502.4.2 ALTERNATIVE CALCULATION OF USABLE

FLOOR AREA IN ICC 500 ICC/NSSA STANDARD FOR THE DESIGN AND

CONSTRUCTION OF STORM SHELTERS.

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

A B

1/32" = 1'-0" 0 32' 64' 96'16'

1/16" = 1'-0" 0 16' 32' 48'8'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

LEGEND

PLAN

NORTH

SHEET NAMING CONVENTION

SCALE: 1/32" = 1'-0"

STORM SHELTER PLAN - OVERALL

SCALE: 1/16" = 1'-0"

STORM SHELTER SECTION

CALCULATIONS FOR USABLE FLOOR AREA (SF)

GROSS

FLOOR AREA

NET

FLOOR AREA

AREA OF

FURNITURE/EQUIPMEMT

USEABLE

FLOOR AREA

47,979 SF 44,551 SF 13,210 SF 31,341 SF

CALCULATED PER TABLE 703.3 IN ICC 500 ICC/NSSA STANDARD

FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS.

S Y

M D

E S

C R

O N

D A

P P

P R

O J E

C T

C O

M M

A N

D C

E N

T E

F O

R C

E B

1 3 4

1.5 2.3 2.7 3.3 3.7

D.5

C.7

C.5

C.3

B.7

B.3

UNOBSTRUCTED PATHWAY

U N

O B

S T

R U

C T

E D

P A

T H

W A

14CC-GI105

A. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS, REFER TO SHEET

14GI-A-001.

B. FOR ALL WALL TYPES, REFER TO SHEET 14CC-A-501.

C. FOR INTERIOR FINISHES, REFER TO SHEET 14CC-A-601.

D. DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF STUD, FACE

OF PRECAST CONCRETE OR FACE OF EXISTING SURFACES UNLESS

OTHERWISE NOTED.

TOC EL

86'-10"

TOC FIRST FLOOR

COMPOSITE SLAB

98'-0"

2.3

5'-0"

4' -0

UNOBSTRUCTED PATH

ISOLATOR CLEARANCE

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

P A

A K

A L

A P

H A

W A

AS NOTED

F Y

R O

J E

C T

G D

S C

O M

M A

N D

C E

N T

E R

N A

V F

A C

P A

1764210

KYM

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

FOR REVIEW

ONLY

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

SEAL

24 JUN 2024

A N

D E

R S

E N

F O

R C

E B

A S

KYM

AWK/DMK

:1 :1

C U s e rs

\G ra

\O n e D ri v e

B la c k

V e a tc h \D o c u m e n ts

\P C

C A

S g ra y jC

D A

.r v t

14CC-GI105

C O

M M

A N

D C

E N

T E

S E

Y S

T E

M A

R E

A P

Q U

E N

T L

A Y

O U

CMAJLG MDE

G U

A M

C C

-G I1

100% DESIGN SUBMITTAL

SCALE: 1/16" = 1'-0"

SEISMIC SYSTEM AREA PLAN - EQUIPMENT LAYOUT

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

A B

1/16" = 1'-0" 0 16' 32' 48'8'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

SHEET KEYNOTES

LEGEND

PLAN

NORTH

SHEET NAMING CONVENTION

S Y

M D

E S

C R

O N

D A

P P

SCALE: 3/16" = 1'-0"

SEISMIC ISOLATOR

P R

O J E

C T

C O

M M

A N

D C

E N

T E

F O

R C

E B

H /7

B B

H /7

B B

H/72W

BBFFF

A A

F F

B F

F F

B F

F F

FH/72W

BBFFF

H/72W

BBFFF

F F

B F

F F

B F

F F

FF FF FF

1 3

126125

155 149

144 143

121 122 123

120A

109111

115 113

120B

DN DN

1" / 12"

5' -0

UNOBSTRUCTED PATHWAY

U N

O B

S T

R U

C T

E D

P A

T H

W A

U N

O B

S T

R U

C T

E D

P A

T H

W A

U N

O B

S T

R U

C T

E D

P A

T H

W A

U N

O B

S T

R U

C T

E D

P A

T H

W A

UNOBSTRUCTED PATHWAY

3'-6"

A. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS, REFER TO SHEET

14GI-A-001.

B. FOR ALL WALL TYPES, REFER TO SHEET 14CC-A-501.

C. FOR INTERIOR FINISHES, REFER TO SHEET 14CC-A-601.

D. DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF STUD, FACE

OF PRECAST CONCRETE OR FACE OF EXISTING SURFACES UNLESS

OTHERWISE NOTED.

UNOBSTRUCTED PATH

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

P A

A K

A L

A P

H A

W A

AS NOTED

F Y

R O

J E

C T

G D

S C

O M

M A

N D

C E

N T

E R

N A

V F

A C

P A

1764210

KYM

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

FOR REVIEW

ONLY

Name

Registration Number #

These documents are for Design Review and not intended for

Construction Bidding or Permit Purposes. They were prepared by, or under the supervision of:

Date

SEAL

24 JUN 2024

A N

D E

R S

E N

F O

R C

E B

A S

KYM

AWK/DMK

:1 :2

C U s e rs

\G ra

\O n e D ri v e

B la c k

V e a tc h \D o c u m e n ts

\P C

C A

S g ra y jC

D A

.r v t

14CC-GI106

C O

M M

A N

D C

E N

T E

S T

O R

E Q

M E

N T

L A

Y O

U T

CMAJLG MDE

G U

A M

C C

-G I1

100% DESIGN SUBMITTAL

SCALE: 1/16" = 1'-0"

FIRST FLOOR PLAN - EQUIPMENT LAYOUT

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

A B

1/16" = 1'-0" 0 16' 32' 48'8'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

LEGEND

PLAN

NORTH

SHEET NAMING CONVENTION

S Y

M D

E S

C R

O N

D A

P P

P R

O J E

C T

C O

M M

A N

D C

E N

T E

F O

R C

E B

VERTICAL BRACING ELEMENTS:

VERTICAL BRACE

UPWARD FROM

PLAN LEVEL

VERTICAL BRACE

DOWNWARD FROM

PLAN LEVEL

PLAN KEY

(ORTHOGONAL)

VERTICAL

BRACE

DOWNWARD

FROM PLAN

LEVEL

VERTICAL

BRACE

UPWARD

FROM PLAN

LEVEL

XXX-000

ELEVATION/SECTION/DETAIL

IDENTIFICATION LETTER

SHEET NUMBER ON WHICH THE

ELEVATION/SECTION/DETAIL IS SHOWN

LEGEND:

3 COLUMN OR BEAM SPLICE

SPECIAL DOUBLE CLIP ANGLE BEAM CONNECTION

SPECIAL DOUBLE CLIP ANGLE BEAM CONNECTIONS ARE INDICATED ON PLAN

OR ELEVATION VIEW.

ST#.#*

SPECIAL SHEAR TAB BEAM CONNECTION

SPECIAL SHEAR TAB BEAM CONNECTIONS ARE INDICATED ON PLAN

OR ELEVATION VIEW.

A FIELD BOLTED MOMENT CONNECTION.

FIELD WELDED BEAM TO BEAM MOMENT CONNECTION

2-BOLT CONNECTION OF HORIZONTAL BRACING TO BOTTOM

FLANGE OF FLOOR BEAM. SHIM AS REQUIRED.

FS_ FOOTING (SQUARE SPREAD)

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN SHEETS.

AR_

ANCHOR ROD

ANCHOR RODS ARE INDICATED ON PLAN SHEET(S).

SEE BASE PLATE DETAIL(S) FOR LAYOUT AND QUANTITY.

CONSTRUCTION OR

CONTRACTION JOINT

EXPANSION JOINT

ISOLATION JOINT

ANCHOR ROD OR CONCRETE REINFORCING BAR IN SECTION

PILE

FOUNDATIONS ARE INDICATED ON

FOUNDATION PLAN SHEETS.

UPLIFT PILE

FOUNDATIONS ARE INDICATED ON

FOUNDATION PLAN SHEETS.

OPENING OR PIT IN CONCRETE

A1 HORIZONTAL BRACE CONNECTIONS ARE INDICATED ON PLAN VIEW.

WHERE NO CONNECTION MARK NUMBER IS INDICATED ON PLAN, THE

CONNECTION SHALL BE AS NOTED BY "STD" IN THE CONNECTION LISTS.

FC_

FOOTING (CONTINUOUS/STRIP/WALL)

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

REINFORCED CONCRETE WALL

WALLS ARE INDICATED ON PLAN SHEET(S).

BP_

BASEPLATE

BASEPLATES ARE INDICATED ON PLAN SHEETS.

SOG_ SLAB-ON-GROUND

MD_ METAL DECK.

BOLLARD

BOLLARDS ARE INDICATED ON FLOOR PLAN SHEETS. SEE

ARCHITECTURAL AND/OR CIVIL SHEETS FOR

PLAN DIMENSIONS.

FOUNDATION ELEMENTS:

SLAB-ON-GROUND ELEMENTS

BASE PLATE, ANCHOR, AND REINFORCEMENT ELEMENTS:

ROOF/FLOOR DECK/DIAPHRAGM ELEMENTS:

PLAN KEY

(NON-ORTHOGONAL)

GENERAL

STEEL BEAM CONNECTION ANNOTATIONS

FR_

FOOTING (RECTANGULAR SPREAD)

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

FN_ FOOTING (NON-TYPICAL/IRREGULAR SPREAD)

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

GB_

GRADE BEAM

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

TB_ TIE BEAM

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

MISCELLANEOUS

VERTICAL

BRACE

DOWNWARD

FROM PLAN

LEVEL

HORIZONTAL BRACING ELEMENTS:

VERTICAL BRACE CONNECTIONS ARE INDICATED ON PLAN OR ELEVATION VIEW.

WHERE NO CONNECTION MARK NUMBER IS INDICATED ON PLAN OR ELEVATION,

THE CONNECTION SHALL

BE AS NOTED BY "STD" IN THE CONNECTION LISTS.

SUPERSTRUCTURE WALL ELEMENTS:

CTMD_ CONCRETE TOPPED METAL DECK.

PC_ PILE CAP

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN SHEETS.

W24X62 (ADDITIONAL NOTES)

[100] C=1"

TOTAL NUMBER OF SHEAR STUD CONNECTORS

(UNIFORM IF SINGLE NUMBER)

BEAM SIZE

CAMBER (NATURAL MILL CAMBER IF NOT SHOWN).

CAMBER SHALL BE PLACED UPWARD

TOP OF STEEL IF DIFFERENT FROM REFERENCE ELEVATION

FOR THE DRAWING. (+) SIGN INDICATES DISTANCE ABOVE.

(-) SIGN INDICATES DISTANCE BELOW REFERENCE ELEVATION

18LH02

NOMINAL DEPTH

(INCH)

JOIST TYPE

JOIST

28G_X_X

NOMINAL

DEPTH (INCH)

G INDICATES

JOIST GIRDER

JOIST

GIRDER

PROJECT

SPECIFIC

INDICATOR

STEEL JOIST DESIGNATION:

STEEL BEAM DESIGNATION:

STEEL BEAM CONNECTION ANNOTATION

(+/- 1'-0")

STEEL JOIST GIRDER DESIGNATION:

SEE S-616

FOR STEEL JOIST

GIRDER LOADING

REQUIREMENTS

SEE S-615

FOR STEEL JOIST

REQUIREMENTS

MISCELLANEOUS STEEL CONNECTION ELEMENTS:

IF NO BEAM CONNECTION IS IDENTIFIED ON PLANS OR ELEVATIONS THEN THE FOLLOWING IS

APPLICABLE:

1. STEEL BEAM TO STEEL COLUMN:

2. STEEL BEAM TO STEEL BEAM:

NONE

DELEGATED CONNECTION DESIGN END SHEAR REACTION.

REACTIONS ARE [LRFD] [ASD] FACTORED REACTIONS UNO.

VALUE SHOWN IS FOR EXAMPLE ONLY, SEE PLANS FOR ACTUAL DEMAND.

55 k

MOMENT CONNECTION

PINNED CONNECTION

SUPPORTING/

SUPPORTED ELEMENT

(COLUMN, BEAM, WALL, ETC.)

TYP

PEDESTAL

PEDESTALS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

FSW_ FOUNDATION STEM WALL

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

DECK SPAN DIRECTION

SEE PLAN FOR INDICATION.

NOTES:

1. AN ASTERISK "*" INDICATES THE IDENTIFIED CONNECTION ON BOTH ENDS OF THE

MEMBER.

2. CALLOUTS ABOVE INCLUDING REACTIONS ARE FOR EXAMPLE ONLY. REFER TO

PLANS AND DETAILS FOR REQUIREMENTS.

FBW_

FOUNDATION BASEMENT WALL

FOUNDATIONS ARE INDICATED ON FOUNDATION PLAN

SHEETS.

CT_ CONCRETE TOPPING

STEPPED SURFACE

MATERIAL LEGEND (APPLICABLE TO STRUCTURAL SHEETS)

CAST-IN-PLACE

CONCRETE

BAR GRATINGEARTH

PRECAST

CONCRETE

CMU

NON-SHRINK

GROUT

STEEL IN

CROSS SECTION

ROCK

THE FOLLOWING SYMBOLS ARE USED TO REPRESENT THE MATERIALS SHOWN ON THE STRUCTURAL DRAWINGS.

REFER TO SPECIFICATIONS AND GENERAL NOTES FOR MATERIAL QUANTITIES REQUIRED

EXISTING

CONCRETE

GEOFOAM

TOPPING

CONCRETE

ABBREVIATIONS:

& AND

@ AT

AB ANCHOR BOLT

ACI AMERICAN CONCRETE

INSTITUTE

ADDNL ADDITIONAL

AISC AMERICAN INSTITUTE

OF STEEL CONSTRUCTION

AR ANCHOR ROD

AS ANCHOR SET

ASCE AMERICAN SOCIETY OF

CIVIL ENGINEERS

AGGR AGGREGATE

ARCH ARCHITECTURAL

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR

TESTING MATERIALS

AVG AVERAGE

BLDG BUILDING

BM BEAM, BENCH MARK

BOC BOTTOM OF CONCRETE

BOMD BOTTOM OF METAL DECK

BOPL BOTTOM OF PLATE

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

CEA CONCRETE EMBED ASSEMBLY

CIP CAST-IN-PLACE

CIRC CIRCULAR

CITB CONCRETE INVERTED T BEAM

CL CENTER LINE

CLB CONCRETE L BEAM

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CJ CONTRACTION JOINT OR

CONSTRUCTION JOINT

CONT CONTINUOUS, CONTROL

CONTD CONTINUED

COTR CONTRACTING OFFICER'S

TECHNICAL REPRESENTATIVE

CONV CONVENTIONAL

CRB CONCRETE RECTANGULAR BEAM

CTR CENTER

CU CUBIC

CU FT CUBIC FEET

CU YD CUBIC YARD

db REINFORCING BAR DIAMETER

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DT DOUBLE TEE

DWL DOWEL

DWG DRAWING

E EAST

EA EACH

EF EACH FACE

EL, ELEV ELEVATION

ELEC ELECTRICAL

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXST EXISTING

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISH FLOOR ELEVATION

FIN FINISH

FJ FELT JOINT

FL FLOOR

FS FAR SIDE

FT FOOT, FEET

FTG FOOTING

FV FIELD VERIFY

GA GAGE

GALV GALVANIZED

GL GIRT LINE

GRTG GRATING

HGT HEIGHT

HK HOUSEKEEPING

HORIZ HORIZONTAL

HP HIGH POINT

HSS HOLLOW STRUCTURAL SECTION

IJ ISOLATION JOINT

IN INCH

INSUL INSULATION

INT INTERIOR

INV INVERT

JT JOINT

LB POUND

L LENGTH, LONG

Ld REINFORCING DEVELOPMENT

LENGTH, EMBEDMENT LENGTH

LP LOW POINT

LLBB LONG LEG BACK TO BACK

LLV LONG LEG VERTICAL

LSH LONG SLOTTED HOLE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

N NORTH

NFS NON-FROST SUSCEPTIBLE

NO, # NUMBER

NTS NOT TO SCALE

NS NEAR SIDE

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

PERP PERPENDICULAR

PL PLATE

PLCS PLACES

PLF POUNDS PER LINEAR FOOT

PROJ PROJECTION

PSF POUND FORCE PER SQUARE FOOT

PSI POUND FORCE PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

RAF RAISED ACCESS FLOOR

RCSC RESEARCH COUNCIL ON

STRUCTURAL CONNECTIONS

RD ROOF DRAIN

RECT RECTANGULAR

REF REFERENCE

REINF REINFORCED OR REINFORCING

REQD REQUIRED

RGS RIGID GALVANIZED STEEL CONDUIT

RO ROUGH OPENING

S SOUTH

SDI STEEL DECK INSTITUTE

SECT SECTION

SHT, SH SHEET

SIM SIMILAR

SLV SHORT LEG VERTICAL

SOG SLAB ON GROUND

SPEC SPECIFICATION

SPCS SPACES

SPS STRUCTURAL PIPE SUPPORT

SQ SQUARE

SQ FT SQUARE FOOT

SS STAINLESS STEEL

SSH SHORT SLOTTED HOLE

SSPC SOCIETY FOR PROTECTIVE COATINGS

ST SINGLE TEE

STA STATION

STD STANDARD

STL STEEL

STR STRUCTURAL

T&B TOP AND BOTTOM

TC TOP OF CURB

TEMP TEMPERATURE

TFF TOP OF FINISH FLOOR

THK THICK

THRD THREAD

TD TIE DOWN

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOG TOP OF GRATING

TOPL TOP OF PLATE

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO…

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File details come from the government source that posted it. Updated Aug 2, 2024.