W9128F-18-R-0044_Plans_Vol1.pdf

= ACCESS ROUTE

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ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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Re vis ion s/A dd en da Da te Ap pr

10TH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

UNITED STATES

AIR FORCE ACADEMY

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SHEET INDEX VOLUME 1

SHEET NO SHEET NAME

A-415 Participant Level Reflected Ceiling Plan SE A-416 Spectator Level Enlarged Reflected Ceiling Plans A-417 Hockey Press Box Level Reflected Ceiling Plans A-420 OPT 1 - Hockey Press Box Floor Plans A-421 OPT 1 - Spectator Level Reflected Ceiling Plans A-422 OPT 1 - Hockey Press Box Reflected Ceiling Plans A-423 OPT 1 - Enlarged Restroom Plans and Elevations A-424 OPT 1 - Enlarged Restroom Plans and Elevations A-425 OPT 1 - Enlarged Stair Plans and Sections A-426 OPT 5 - Participant Level - Enlarged Flooring Rehab Plan A-427 OPT 5 - Participant Level - Enlarged Flooring Rehab Plan A-428 OPT 5 - Participant Level - Enlarged Flooring Rehab Plan A-429 OPT 5 - Participant Level - Enlarged Flooring Rehab Plan A-430 OPT 6 - Grease Hood A-501 Details A-502 Details A-503 Details A-504 Details A-600 Door Schedule A-601 Window Schedule & Details A-602 Partition Types AS100 Architectural Site Plan AS101 Temporary Buildings AS102 Pricing Schedule Item #0001 - Additional Temporary Trailers Location AF600 Room Finish Schedule AF601 Room Finish Schedule AF602 Enlarged Finish Plans and Signage

F-101 PARTICIPANT LEVEL FIRE PROTECTION PLAN

F-102 SPECTATOR LEVEL FIRE PROTECTION PLAN

F-103 MULTI-PURPOSE LEVEL FIRE PROTECTION PLAN

PD101 PARTIAL PARTICIPANT LEVEL WASTE AND VENT DEMOLITION PLAN

PD102 PARTIAL PARTICIPANT LEVEL WASTE AND VENT DEMOLITION PLAN

PD103 PARTIAL PARTICIPANT LEVEL WASTE AND VENT DEMOLITION PLAN

PD104 PARTIAL PARTICIPANT LEVEL WASTE AND VENT DEMOLITION PLAN

PD105 PARTIAL SPECTATOR LEVEL WASTE AND VENT DEMOLITION PLAN

PD107 PARTIAL SPECTATOR LEVEL WASTE AND VENT DEMOLITION PLAN

PD109 PARTIAL PARTICIPANT LEVEL DOMESTIC WATER DEMOLITION PLAN

PD110 PARTIAL PARTICIPANT LEVEL DOMESTIC WATER DEMOLITION PLAN

PD111 PARTIAL PARTICIPANT LEVEL DOMESTIC WATER DEMOLITION PLAN

PD112 PARTIAL PARTICIPANT LEVEL DOMESTIC WATER DEMOLITION PLAN

PD113 PARTIAL SPECTATOR LEVEL DOMESTIC WATER DEMOLITION PLAN

PD115 PARTIAL SPECTATOR LEVEL DOMESTIC WATER DEMOLITION PLAN

P-101 PARTIAL PARTICIPANT LEVEL WASTE AND VENT NEW WORK PLAN

P-102 PARTIAL PARTICIPANT LEVEL WASTE AND VENT NEW WORK PLAN

P-103 PARTIAL PARTICIPANT LEVEL WASTE AND VENT NEW WORK PLAN

P-104 PARTIAL PARTICIPANT LEVEL WASTE AND VENT NEW WORK PLAN

P-105 PARTIAL PARTICIPANT LEVEL DOMESTIC WATER NEW WORK PLAN

P-106 PARTIAL PARTICIPANT LEVEL DOMESTIC WATER NEW WORK PLAN

P-107 PARTIAL PARTICIPANT LEVEL DOMESTIC WATER NEW WORK PLAN

P-108 PARTIAL PARTICIPANT LEVEL DOMESTIC WATER NEW WORK PLAN

P-109 PARTIAL SPECTATOR LEVEL DOMESTIC WATER, WASTE AND VENT NEW

WORK PLAN

P-110 MULTI-PURPOSE PLUMBING NEW WORK PLAN

P-401 ENLARGED SPECTATOR LEVEL WASTE & VENT NEW WORK PLANS

P-402 ENLARGED SPECTATOR LEVEL WASTE & VENT NEW WORK PLANS

P-403 ENLARGED SPECTATOR LEVEL WASTE VENT & WATER DEMOLITION AND

NEW WORK PLANS

P-404 ENLARGED SPECTATOR LEVEL DOMESTIC WATER NEW WORK PLAN

P-405 ENLARGED SPECTATOR LEVEL DOMESTIC WATER NEW WORK PLANS

P-406 HOCKEY LOCKER WASTE & VENT PLAN

P-407 HOCKEY LOCKER DOMESTIC WATER PLAN

P-408 HOCKEY PRESS BOX WASTE & VENT NEW WORK PLAN

P-409 HOCKEY PRESS BOX DOMESTIC WATER PLAN

P-410 ENLARGED MULTI-PURPOSE LEVEL TRACK STORAGE PLUMBING PLAN

P-411 ENLARGED MULTI-PURPOSE LEVEL MECHANICAL ROOM # 1 & 2 PLUMBING

PLANS

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

SHEET INDEX VOLUME 1

SHEET NO SHEET NAME

G-001.1 Cover Volume 1 G-002.1 Drawing Index Volume 1 G-003 General Notes G-004 Code Study G-005 Code Study - Plumbing Count G-006 Code Study G-007 Code Study

H-101 PARTIAL PARTICIPANT LEVEL HAZARDOUS MATERIALS SAMPLE LOCATION

PLAN

H-102 PARTIAL MULTI-PURPOSE LEVEL HAZARDOUS MATERIALS SAMPLE

LOCATION PLAN

H-103 PARTIAL SPECTATOR LEVEL HAZARDOUS MATERIALS SAMPLE LOCATION

PLAN

H-104 PARTIAL PARTICIPANT LEVEL HAZARDOUS MATERIALS SAMPLE LOCATION

PLAN

H-105 PARTIAL MULTI-PURPOSE LEVEL HAZARDOUS MATERIALS SAMPLE

LOCATION PLAN

H-401 HAZARDOUS MATERIAL ENLARGED LOCATION PLANS

C-101 Civil Removal and Site Plan S-001 General Notes S-100 Partial Plans S-101 OPT 1 - Hockey Press Box Plans S-401 Enlarged Framing Plans S-501 Details S-502 OPT 1 - Hockey Press Box Details S-503 OPT 1 - Hockey Press Box Details AD100 Composite Demo Floor Plans AD111 Multipurpose Level Reflected Ceiling Demo Plan AD112 Participant Level Reflected Ceiling Demo Plan AD113 Spectator Level Reflected Ceiling Demo Plan AD401 Multipurpose Level - Enlarged Demo Floor Plans AD402 Participant Level Enlarged Demo Plans AD403 Participant Level Enlarged Demo Plans AD404 Spectator Level Enlarged Demo Floor Plans AD405 Spectator Level Enlarged Demo Floor Plans AD421 OPT 5 - Participant Level - Enlarged Flooring Rehab Demo Plan AD422 OPT 5 - Participant Level - Enlarged Flooring Rehab Demo Plan AD423 OPT 5 - Participant Level - Enlarged Flooring Rehab Demo Plan AD424 OPT 5 - Participant Level - Enlarged Flooring Rehab Demo Plan A-100 Composite Floor Plans A-101 Multipurpose Level Floor Plan A-102 Participant Level Floor Plan A-103 Spectator Level Floor Plan A-104 Roof Plan A-111 Multipurpose Level Reflected Ceiling Plan A-112 Participant Level Reflected Ceiling Plan A-113 Spectator Level Reflected Ceiling Plan A-114 Roofing Structure Fire Protection Plan A-200 Exterior Elevations A-201 Interior Elevations A-202 Interior Elevations A-203 Interior Elevations A-204 Interior Elevations A-205 Interior Elevations A-206 Interior Elevations A-207 Interior Elevations A-301 Wall Sections A-302 Wall Sections A-401 Multipurpose Level Enlarged Floor Plans A-402 Participant Level Enlarged Plans A-403 Participant Level Enlarged Plans A-404 Participant Level Enlarged Plans A-405 Spectator Level Enlarged Floor Plans A-406 Spectator Level Enlarged Floor Plans A-407 Enlarged Stair Plans and Sections A-408 Hockey Press Box Enlarged Plan and Fire Protection Plan A-409 Hockey Press Box Enlarged Restroom Plans and Elevations A-412 Participant Level Reflected Ceiling Plan NW A-413 Participant Level Reflected Ceiling Plan NE A-414 Participant Level Reflected Ceiling Plan SW

VOLUME 1

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ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

Sy mb

Re vis ion s/A dd en da Da te Ap pr

10TH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

UNITED STATES

AIR FORCE ACADEMY

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SHEET INDEX VOLUME 2

SHEET NO SHEET NAME

EP108 PARTIAL SPECTATOR LEVEL POWER PLAN

EP109 PARTIAL SPECTATOR LEVEL POWER PLAN

EP110 PARTIAL SPECTATOR LEVEL POWER PLAN

EP111 PARTIAL SPECTATOR LEVEL POWER PLAN

EP112 HOCKEY PRESS BOX ELECTRICAL PLAN - BID OPTION NO. 1

EP113 PARTIAL SPECTATOR LEVEL POWER PLAN

EP114 PARTIAL MEZZANINE LEVEL POWER PLAN

ET101 PARTIAL MULTI-PURPOSE LEVEL COMMUNICATIONS PLAN

ET102 PARTIAL PARTICIPANT LEVEL COMMUNICATIONS PLAN

ET103 PARTIAL PARTICIPANT LEVEL COMMUNICATIONS PLAN

ET104 PARTIAL PARTICIPANT LEVEL COMMUNICATIONS PLAN

ET105 PARTIAL PARTICIPANT LEVEL COMMUNICATIONS PLAN

ET106 HOCKEY PRESS BOX COMMUNICATIONS PLAN - BID OPTION NO. 1

ET107 PARTIAL PARTICIPANT LEVEL SECURITY PLAN

EY101 PARTIAL MULTI-PURPOSE LEVEL SYSTEMS PLAN

EY102 PARTIAL MULTI-PURPOSE LEVEL SYSTEMS PLAN

EY103 PARTIAL MULTI-PURPOSE LEVEL SYSTEMS PLAN

EY104 PARTIAL PARTICIPANT LEVEL SYSTEMS PLAN

EY105 PARTIAL PARTICIPANT LEVEL SYSTEMS PLAN

EY106 PARTIAL PARTICIPANT LEVEL SYSTEMS PLAN

EY107 PARTIAL PARTICIPANT LEVEL SYSTEMS PLAN

EY108 PARTIAL SPECTATOR LEVELSYSTEMS PLAN

EY109 PARTIAL SPECTATOR LEVELSYSTEMS PLAN

EY110 PARTIAL SPECTATOR LEVELSYSTEMS PLAN

EY111 PARTIAL SPECTATOR LEVELSYSTEMS PLAN

EY112 HOCKEY PRESS BOX FIRE ALARM PLAN - BID OPTION NO. 1

EY113 PARTIAL MEZZANINE LEVEL SYSTEMS PLAN

EY114 PARTIAL MEZZANINE LEVEL SYSTEMS PLAN

E-401 CONTROL BOOTH ELECTRICAL PLANS

E-402 ENLARGED ELECTRICAL ROOM PLAN

E-501 LIGHTING CONTROL DIAGRAMS

E-502 LIGHTING CONTROL DIAGRAMS

E-503 OUTLET PLATE DETAILING AND CABLE LABELING

E-504 DETAILS

E-601 EXISTING ELECTRICAL ONE-LINE DIAGRAM

E-602 NEW ELECTRICAL ONE-LINE DIAGRAM

E-603 FIRE ALARM / MASS NOTIFICATION SYSTEMS BLOCK DIAGRAMS

E-604 BLOCK DIAGRAMS

E-605 ELECTRICAL SCHEDULES

E-606 ELECTRICAL SCHEDULES

E-607 ELECTRICAL SCHEDULES

E-608 ELECTRICAL SCHEDULES

E-609 ELECTRICAL SCHEDULES

E-610 ELECTRICAL SCHEDULES

E-611 ELECTRICAL SCHEDULES

E-612 ELECTRICAL SCHEDULES

E-613 ELECTRICAL SCHEDULES

R-01 Reference Drawing R-02 Reference Drawing R-03 Reference Drawing R-04 Reference Drawing R-05 Reference Drawing R-06 Reference Drawing R-07 Reference Drawing R-08 Reference Drawing R-09 Reference Drawing R-10 Reference Drawing R-11 Reference Drawing

SHEET INDEX VOLUME 2

SHEET NO SHEET NAME

M-706 MECHANICAL CONTROLS - GEOTHERMAL SYSTEM SEQUENCE OF

OPERATION

M-707 MECHANICAL CONTROLS - GEOTHERMAL SYSTEM SEQUENCE OF

OPERATION

M-708 MECHANICAL CONTROLS - GEOTHERMAL SYSTEM I/O SUMMARY

M-709 MECHANICAL CONTROLS - GEOTHERMAL SYSTEM SCHEMATICS

M-710 MECHANICAL CONTROLS - GEOTHERMAL SYSTEM SCHEMATICS

M-711 MECHANICAL CONTROLS - GEOTHERMAL SYSTEM SCHEMATICS

M-712 MECHANICAL CONTROLS - GEOTHERMAL SYSTEM SCHEMATICS

M-713 MECHANICAL CONTROLS - GEOTHERMAL SYSTEM SCHEMATICS

M-714 MECHANICAL CONTROLS - GEOTHERMAL SYSTEM SCHEMATICS

M-715 MECHANICAL CONTROLS - ICE RINK BRINE SYSTEM CONTROL

SCHEMATIC

M-716 MECHANICAL CONTROLS - CONDENSER WATER SYSTEM CONTROL

SCHEMATICS

M-717 MECHANICAL CONTROLS - AHU-36 CONTROL SCHEMATIC

M-718 MECHANICAL CONTROLS - AHU-37 CONTROL SCHEMATIC

M-719 MECHANICAL CONTROLS - AHU-38 CONTROL SCHEMATIC

M-720 MECHANICAL CONTROLS ICAHU-1 CONTROL SCHEMATICS

M-721 MECHANICAL CONTROLS CHILLED BEAM SYSTEM I/O SUMMARY AND

SEQUENCE OF OPERATION

M-722 MECHANICAL CONTROLS THERMAL EQUIPMENT CONTROL SCHEMATICS

MS101 MECHANICAL SITE PLAN

MS501 MECHANICAL SITE DETAILS

E-001 ELECTRICAL LEGEND

ED101 ELECTRICAL DEMOLITION SITE PLAN

ED102 PARTIAL MULTI-PURPOSE LEVEL ELECTRICAL DEMOLITION PLAN

ED103 PARTIAL PARTICIPANT LEVEL ELECTRICAL DEMOLITION PLAN

ED104 PARTIAL PARTICIPANT LEVEL ELECTRICAL DEMOLITION PLAN

ED105 PARTIAL PARTICIPANT LEVEL ELECTRICAL DEMOLITION PLAN

ED106 PARTIAL PARTICIPANT LEVEL ELECTRICAL DEMOLITION PLAN

ED107 PARTIAL SPECTATOR LEVEL ELECTRICAL DEMOLITION PLAN

ED108 PARTIAL SPECTATOR LEVEL ELECTRICAL DEMOLITION PLAN

ED109 PARTIAL SPECTATOR LEVEL ELECTRICAL DEMOLITION PLAN

ED110 PARTIAL SPECTATOR LEVEL ELECTRICAL DEMOLITION PLAN

ED111 PARTIAL MEZZANINE LEVEL ELECTRICAL DEMOLITION PLAN

ED112 PARTIAL MEZZANINE LEVEL ELECTRICAL DEMOLITION PLAN

ED113 PARTIAL MEZZANINE LEVEL ELECTRICAL DEMOLITION PLAN - BID

OPTION NO. 4

ED401 ENLARGED MECHANICAL ROOM #9 ELECTRICAL DEMOLITION PLAN

ED402 ENLARGED MECHANICAL ROOM #7 ELECTRICAL DEMOLITION PLAN

ED403 ENLARGED MECHANICAL ROOM #4 ELECTRICAL DEMOLITION PLAN

ED404 ENLARGED MECHANICAL ROOM #1 & 2 ELECTRICAL DEMOLITION PLAN

ED405 ENLARGED ELECTRICAL ROOMS ELECTRICAL DEMOLITION PLAN

ES101 ELECTRICAL SITE POWER PLAN

ES102 ELECTRICAL SITE LIGHTING PLAN

ES103 ELECTRICAL SITE PLAN TEMPORARY BUILDINGS PRICING SCHEDULE

ITEM #0001

EL101 PARTIAL MULTI-PURPOSE LEVEL LIGHTING PLAN

EL102 PARTIAL MULTI-PURPOSE LEVEL LIGHTING PLAN

EL103 PARTIAL MULTI-PURPOSE LEVEL LIGHTING PLAN

EL104 PARTIAL PARTICIPANT LEVEL LIGHTING PLAN

EL105 PARTIAL PARTICIPANT LEVEL LIGHTING PLAN

EL106 PARTIAL PARTICIPANT LEVEL LIGHTING PLAN

EL107 PARTIAL PARTICIPANT LEVEL LIGHTING PLAN

EL108 PARTIAL SPECTATOR LEVEL LIGHTING PLAN

EL109 PARTIAL SPECTATOR LEVEL LIGHTING PLAN

EL110 PARTIAL SPECTATOR LEVEL LIGHTING PLAN

EL111 PARTIAL SPECTATOR LEVEL LIGHTING PLAN

EL112 PARTIAL SPECTATOR LEVEL LIGHTING PLAN - BID OPTION NO. 1

EL113 HOCKEY PRESS BOX LEVEL LIGHTING PLAN - BID OPTION NO. 1

EL114 PARTIAL MEZZANINE LEVEL LIGHTING PLAN

EL115 PARTIAL MEZZANINE LEVEL LIGHTING PLAN

EL116 MEZZANINE LEVEL LIGHING PLAN - BID OPTION NO. 4

EP101 PARTIAL MULTI-PURPOSE LEVEL POWER PLAN

EP102 PARTIAL MULTI-PURPOSE LEVEL POWER PLAN

EP103 PARTIAL MULTI-PURPOSE LEVEL POWER PLAN

EP104 PARTIAL PARTICIPANT LEVEL POWER PLAN

EP105 PARTIAL PARTICIPANT LEVEL POWER PLAN

EP106 PARTIAL PARTICIPANT LEVEL POWER PLAN

EP107 PARTIAL PARTICIPANT LEVEL POWER PLAN

SHEET INDEX VOLUME 2

SHEET NO SHEET NAME

G-001.2 Cover Volume 2 G-002.2 Drawing Index Volume 2

M-001 MECHANICAL LEGEND

MD101 PARTIAL PARTICIPANT LEVEL HVAC DEMOLITION PLAN

MD102 PARTIAL PARTICIPANT LEVEL HVAC DEMOLITION PLAN

MD103 PARTIAL PARTICIPANT LEVEL HVAC DEMOLITION PLAN

MD104 PARTIAL PARTICIPANT LEVEL HVAC DEMOLITION PLAN

MD105 PARTIAL SPECTATOR LEVEL HVAC DEMOLITION PLAN

MD106 PARTIAL SPECTATOR LEVEL HVAC DEMOLITION PLAN

MD107 PARTIAL SPECTATOR LEVEL HVAC DEMOLITION PLAN

MD108 PARTIAL SPECTATOR LEVEL HVAC DEMOLITION PLAN

MD109 PARTIAL PARTICIPANT LEVEL HYDRONIC DEMOLITION PLAN

MD110 PARTIAL PARTICIPANT LEVEL HYDRONIC DEMOLITION PLAN

MD112 PARTIAL PARTICIPANT LEVEL HYDRONIC DEMOLITION PLAN

MD113 PARTIAL MULTI-PURPOSE LEVEL HYDRONIC DEMOLITION PLAN

MD114 PARTIAL MULTI-PURPOSE LEVEL HYDRONIC DEMOLITION PLAN

MD402 ENLARGED MECHANICAL ROOM #7 DEMOLITION PLAN

MD403 ENLARGED WEIGHT ROOM #4 DEMOLITION PLAN

MD404 ENLARGED MECHANICAL ROOM #1 & 2 DEMOLITION PLAN

M-101 PARTIAL PARTICIPANT LEVEL HVAC NEW WORK PLAN

M-102 PARTIAL PARTICIPANT LEVEL HVAC NEW WORK PLAN

M-103 PARTIAL PARTICIPANT LEVEL HVAC NEW WORK PLAN

M-104 PARTIAL PARTICIPANT LEVEL HVAC NEW WORK PLAN

M-105 PARTIAL SPECTATOR LEVEL HVAC NEW WORK PLAN

M-106 PARTIAL SPECTATOR LEVEL HVAC NEW WORK PLAN

M-107 PARTIAL SPECTATOR LEVEL HVAC NEW WORK PLAN

M-108 PARTIAL SPECTATOR LEVEL HVAC NEW WORK PLAN

M-109 PARTIAL PARTICIPANT LEVEL HYDRONIC NEW WORK PLAN

M-110 PARTIAL PARTICIPANT LEVEL HYDRONIC NEW WORK PLAN

M-111 PARTIAL PARTICIPANT LEVEL HYDRONIC NEW WORK PLAN

M-112 PARTIAL PARTICIPANT LEVEL HYDRONIC NEW WORK PLAN

M-113 PARTIAL SPECTATOR LEVEL HYDRONIC NEW WORK PLAN

M-114 PARTIAL SPECTATOR LEVEL HYDRONIC NEW WORK PLAN

M-115 PARTIAL SPECTATOR LEVEL HYDRONIC NEW WORK PLAN

M-116 PARTIAL SPECTATOR LEVEL HYDRONIC NEW WORK PLAN

M-117 PARTIAL PRESS BOX LEVEL HVAC NEW WORK PLAN

M-118 PARTIAL PRESS BOX LEVEL HYDRONIC NEW WORK PLAN

M-119 PARTIAL MEZZANINE LEVEL HVAC NEW WORK PLAN

M-120 PARTIAL MULTI-PURPOSE LEVEL HYDRONIC NEW WORK PLAN

M-121 SPECTATOR LEVEL HVAC NEW WORK PLAN - BID OPTION 6

M-122 PARTIAL MEZZANINE AND ROOF HVAC NEW WORK PLAN - BID OPTION 6

M-301 MECHANICAL SECTIONS

M-401 ENLARGED MECHANICAL ROOM #9 HVAC NEW WORK PLAN

M-402 ENLARGED MECHANICAL ROOM #7 HVAC NEW WORK PLAN

M-403 ENLARGED ELECTRICAL ROOM/STORAGE AREA HVAC NEW WORK PLAN

M-404 ENLARGED TRACK STORAGE HVAC NEW WORK PLAN

M-405 ENLARGED MECHANICAL ROOM #1 & 2 HVAC NEW WORK PLAN

M-406 ENLARGED MECHANICAL ROOM #9 HYDRONIC NEW WORK PLAN

M-407 ENLARGED MECHANICAL ROOM #7 HYDRONIC NEW WORK PLAN

M-408 ENLARGED ELECTRICAL ROOM/STORAGE AREA HYDRONIC NEW WORK

PLAN

M-409 ENLARGED TRACK STORAGE HYDRONIC NEW WORK PLAN

M-410 ENLARGED MECHANICAL ROOM #1 & 2 HYDRONIC NEW WORK PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-505 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-604 MECHANICAL SCHEDULES

M-605 MECHANICAL SCHEDULES

M-606 MECHANICAL SCHEDULES

M-607 MECHANICAL SCHEDULES

M-701 MECHANICAL CONTROLS LEGEND AND ABBREVIATIONS

M-702 MECHANICAL CONTROLS - MTHW SYSTEM SCHEMATICS

M-703 MECHANICAL CONTROLS - MTHW SYSTEM SCHEMATICS

M-704 MECHANICAL CONTROLS - MTHW SYSTEM SCHEMATICS

M-705 MECHANICAL CONTROLS - MTHW SYSTEM SCHEMATICS

C - 5 0 8 A

PROJECT LOCATION

Sheet Reference Number:

Sheet

De s ig ne r:

Dr a w ing D a te

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Pr oje c t Mg r:

Fil e N am e:

Su b m itte r:

Sc a le

Re v ie we r:

Dr a ft er

A- E

Pr oje ct Mg r:

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

Sy mb

Re vis ion s/A dd en da Da te Ap pr

10TH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

UNITED STATES

AIR FORCE ACADEMY

RA

I

SETAT

SDE

TI

NU Y

ME

ADCAECROF

A/E FIRM LOGO

AND COMPANY INFORMATION

FOR CONSTRUCTION

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1. THE TOTAL ESTIMATED DISTURBED AREA FOR THIS PROJECT IS 3.75 ACRES. (0 ACRES IN

PMJM HABITAT) (0 ACRES OF PREVIOUSLY UNDISTURBED AREA)

2. THE CONTRACTOR MUST COMPLY WITH THE LATEST VERSION OF THE USAFA OVERARCHING

ENVIRONMENTAL SPECIFICATIONS. IN PARTICULAR THESE SPECIFICATIONS INCLUDE RE-VEGETATION

AND EROSION CONTROL STANDARDS, AND THE USAFA-APPROVED SEED MIXES. CONTACT 10

CES/CEIEC, 719-333-3224.

3. THE CONTRACTOR, 10 DAYS PRIOR TO CONSTRUCTION START, MUST SUBMIT AN GPP REPORT

(APPENDIX E) TO THE 10 CES/CEIEC APP MANAGER, 719-333-0812. THE CONTRACTOR SHALL

CONFORM TO THE EPA'S COMPREHENSIVE PROCUREMENT GUIDELINES REGARDING THE PURCHASE

OF EPA- DESIGNATED PRODUCTS. THE FOLLOWING PRODUCTS ARE INCLUDED WITHIN THESE

GUIDELINES:

A. CEMENT AND CONCRETE B. SIGNAGE C. TRAFFIC CONES

4. THE CONTRACTOR, WITHIN 10 DAYS PRIOR TO CONSTRUCTION STARTING, MUST SUBMIT A

SOLID WASTE REPORT (APPENDIX D) TO THE 10 CES/CEIEC SOLID WASTE MANAGER, 719-333-0812.

5. THE CONTRACTOR, WITHIN 10 DAYS FROM PROJECT COMPLETION, MUST SUBMIT A SOLID

WASTE REPORT (APPENDIX B) TO THE 10 CES/CEIEC SOLID WASTE MANAGER, 719-333-0812.

6. THE CONTRACTOR WILL SUBMIT A COPY OF THE APPROVED EL PASO COUNTY FUGITIVE DUST PERMIT IF REQUIRED TO 10 CEIEC 10 DAYS PRIOR TO CONSTRUCTION START, CONTACT 10 CES/CEIEC

AIR QUALITY MANAGER, 719-333-6455.

7. THE CONTRACTOR WILL COMPLY WITH THE FOLLOWING: ALL MERCHANTABLE WOOD

PRODUCTS (i.e. STEMS AND LIMBWOOD IN EXCESS OF 4 INCHES IN DIAMETER) MUST HAVE ALL LIMBS

REMOVED AND BE PRE-COORDINATED AND DELIVERED TO THE NATURAL RESOURCES WOOD YARD

AT BUILDING 9030. ALL WOOD LESS THAN 4-INCHES IN DIAMETER WILL BE PRE-COORDINATED AND

DELIVERED TO THE 10 CES COMPOST YARD, CONTACT CONTRACT SERVICES, 719-333-3053.

8. THE CONTRACTOR WILL OBTAIN APPROVAL FOR A WRITTEN SPILL PLAN PRIOR TO

CONSTRUCTION START. CONTACT 10 CES/CEIEC, 719-333-6455.

9. CONSTRUCTION STORM WATER-IF GREATER THAN OR EQUAL TO ONE-ACRE OF LAND

DISTURBANCE IS CREATED, A STORM WATER CONSTRUCTION ELECTRONIC NOTICE OF INTENT (eNOI) IS REQUIRED TO BE FILED BY THE CONTRACTOR. IF AN (eNOI) IS REQUIRED, THE CONTRACTOR IS

REQUIRED TO PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PRIOR TO

SUBMITTING THE (eNOI). THE SWPPP SHALL COMPLY WITH ALL PROVISIONS OF THE NPDES GENERAL

PERMIT FOR DISCHARGES FROM CONSTRUCTION ACTIVITIES-GENERAL PERMIT NO. COR12000F.

PLEASE REFER TO THE JULY 2013 US AIR FORCE ACADEMY AND CONTRACTOR STORM WATER

PERMITTING GUIDANCE DOCUMENT FOR INSTRUCTION. THE SWPPP MUST BE APPROVED BY THE 10 CES/CEV WATER QUALITY MANAGER PRIOR TO (eNOI) FILING. THE (eNOI) REQUIRES INFORMATION PROVIDED BY 10 CES/CEIEC TO THE CONTRACTOR. A COPY OF THE APPROVED, FINAL, AND SIGNED

SWPPP SHALL BE PROVIDED TO THE 10 CES/CEIEC WATER QUALITY PROGRAM MANAGER. 10

CES/CEIEC WILL FILE A CORRESPONDING NOI.

THE STORM WATER PERMITTING PROCESS IS REQUIRED TO BE COMPLETED PRIOR TO

CONSTRUCTION COMMENCEMENT. THE EPA (eNOI) APPROVAL PROCESS IS, AT A MINIMUM 14-DAY

PROCESS BEFORE IT IS ACTIVATED. CONTRACTORS ARE URGED TO SUBMIT THE SWPPP TO THE

CONTRACTING OFFICE 30-DAYS PRIOR TO GROUND-BREAKING.

IF INITIALLY THE CONTRACTOR DETERMINES THAT LESS THAN ONE-ACRE IS PROPOSED TO BE

DISTURBED, AND THE DISTURBANCE IS ACTUALLY GREATER THAN OR EQUAL TO ONE-ACRE DURING

CONSTRUCTION, THE PROCESS NOTED IN THE ABOVE PARAGRAPH MUST BE COMPLETED

IMMEDIATELY. THE PROJECT MAY BE TEMPORARILY DISCONTINUED UNTIL THE CONTRACTOR AND

UNITED STATES AIR FORCE ACADEMY (USAFA) SECURE THE STORM WATER PERMIT. IF THE

CONTRACTOR EQUALS OR EXCEEDS THE ONE-ACRE DISTURBANCE THRESHOLD DURING

CONSTRUCTION, WITHOUT REGULATORY AUTHORIZATION, THE CONTRACTOR IS RESPONSIBLE FOR

PROJECT DELAY COSTS.

LAND DISTURBANCE INCLUDES GRUBBING, CLEARING, EXCAVATION, GRADING, STOCKPILING,

MAINTENANCE YARDS, AND OTHER AREAS CREATING LAND DISTURBANCE WHERE VEGETATION

IS REMOVED OR SIGNIFICANTLY IMPACTED.

IF PROPOSED LAND DISTURBANCE IS LESS THAN ONE-ACRE, THE CONTRACTOR IS REQUIRED

TO IMPLEMENT STORM WATER BEST MANAGEMENT PRACTICES WITHOUT FILING AN (eNOI) AND

RELATED SWPPP. REFER TO AUGUST 2013 USAFA ENVIRONMENTAL STANDARDS FOR STORM

WATER MANAGEMENT REQUIREMENTS FOR PROJECTS LESS THAN ONE-ACRE. PRIOR TO

FILING, THE CONTRACTOR'S STORM WATER NOTICE OF TERMINATION (NOT) IS REQUIRED TO

BE APPROVED BY THE WATER QUALITY PROGRAM MANAGER.

THE NATIONWIDE AUTHORIZATION OR INDIVIDUAL PERMIT IS REQUIRED PRIOR TO FILLING

ACTIVITIES WITHIN WATERS OF THE U.S.

PLEASE CONTACT THE CEIEC WATER QUALITY PROGRAM MANAGER AT 719-333-8367 TO

DISCUSS PERMITTING AND CONSTRUCTION TIMING.

11. HAZARDOUS WASTE-IF HAZARDOUS WASTES ARE TO BE GENERATED RESULTING FROM

THE USE OF APPROVED HAZARDOUS MATERIALS, EXISTING MATERIALS THAT BECOME

HAZARDOUS WASTE, OR RESULTING FROM A PROCESS, THE 10 CES/CEIEC HAZARDOUS WASTE

PROGRAM MANAGER SHALL BE CONTACTED PRIOR TO HAZARDOUS WASTE GENERATION. THE

ACADEMY IS RESPONSIBLE FOR THE MANAGEMENT OF HAZARDOUS WASTES GENERATED ON

ACADEMY PROPERTY. THE ACADEMY MAINTAINS AN EPA/STATE SMALL QUANTITY GENERATOR

ID NUMBER. IF CONTRACTOR GENERATES HAZARDOUS WASTES, AND THE CONTRACT

PROVIDES FOR DISPOSAL THROUGH A HAZARDOUS WASTE TRANSPORTER TO A LICENSED TSD

FACILITY, THE 10 CES/CEIEC HAZARDOUS WASTE PROGRAM MANAGER SHALL SIGN RELATED

MANIFEST OR BILL OF LADING DOCUMENTATION. PLEASE CONTACT THE CEIEC HAZARDOUS

WASTE PROGRAM MANAGER AT 719-333-6455 IF YOUR ACTIVITIES GENERATE HAZARDOUS

WASTE.

12. WASTEWATER-IF ANY WASTEWATER IS GENERATED FROM A PROPOSED PROJECT

ACTIVITY, REQUIRING DISPOSAL OR DISCHARGE, THE 10 CES/CEIEC WATER QUALITY PROGRAM

MANAGER SHALL BE CONTACTED PRIOR TO DISCHARGE OR DISPOSAL. NON-STORM WATER

DISCHARGES ARE PROHIBITED FROM BEING DISCHARGED TO ACADEMY STORM WATER

SYSTEMS. PLANNED DISCHARGES TO THE ACADEMY WASTEWATER TREATMENT PLANT SHALL

NOT OCCUR WITHOUT PRIOR APPROVAL FROM THE 10 CES/CEIEC WATER QUALITY PROGRAM

MANAGER OR WASTE WATER TREATMENT PLANT MANAGER. PLEASE CONTACT THE CEIEC

WATER QUALITY PROGRAM MANAGER AT 719-333-8367 IF YOUR ACTIVITIES GENERATE

WASTEWATER.

13. PERMITTING-ALL REGULATORY PERMITTING AND AUTHORIZATIONS ASSUMPTIONS AND

DIRECTIVES PROVIDED ARE BASED ON DETAILS PROVIDED IN THE DESIGN REVIEW

DOCUMENTS. ANY CHANGES IN PROJECT SCOPE, DESIGN, OR CONSTRUCTION (FIELD) DURING

PROJECT EXECUTION MAY REQUIRE ADDITIONAL REGULATORY PERMITTING OR

AUTHORIZATIONS. IF CHANGES TO THE PROJECT'S SCOPE, DESIGN, OR FIELD CHANGES ARE

PROPOSED, 10 CES/CEIEC IS REQUIRED TO BE CONTACTED TO DETERMINE IF OTHER

REGULATORY PERMITS AND AUTHORIZATIONS ARE REQUIRED PRIOR TO THESE CHANGES. THIS

STATEMENT APPLIES TO ALL ENVIRONMENTAL LAWS AND THE NEPA REVIEW PROCESS THAT

COULD BE AFFECTED BY CHANGES IN THE PROJECT'S SCOPE, DESIGN, OR FIELD CHANGES.

PLEASE CONTACT THE 10 CES/CEIEC WATER QUALITY PROGRAM MANAGER AT 719-333-8367 OR

THE 10 CES/CEIEC ENVIRONMENTAL PLANNER.

XXX

KEYMAP

LEGEND:ABBREVIATIONS:

DETAIL BUBBLE:

SECTION BUBBLE:

NEPA

NPDES

N N.E.

N.I.C.

N:

N.W.

# - NO.

O.C.

OZ.

O.H.E.

PERF.

PMJM

PC

PT

PCI

PLD

PSF

PSI

POT.

POE

PVI

PRC

SS

SIG.

SHT.

SIM.

S.F.

S.

S.E.

S.W.

ST.

STL.

SD

TEL.

TRANS.

T.O.P.

TSD

TYP.

UGE

USACE

USAFA

USAG

VERT.

V.C.P.

W W.

XS

NATIONAL ENVIRONMENTAL POLICY ACT

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NORTH

NORTHEAST

NOT IN CONTRACT

NORTHING

NORTHWEST

NUMBER

ON CENTER

OUNCE

OVERHEAD ELECTRIC LINE

PERFORATED

PREBLE'S MEADOWS JUMPING MOUSE

POINT OF CURVE

POINT OF TANGENCY

POUNDS PER CUBIC INCH

POROUS LANDSCAPE DETENTION

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POTABLE

POINT OF END

POINT OF VERTICAL INTERSECTION

POINT OF REVERSE CURVATURE

SANITARY SEWER LINE

SIGNAL

SHEET

SIMILAR

SQUARE FEET

SOUTH

SOUTHEAST

SOUTHWEST

STANDARD

STEEL

STORM DRAIN LINE

TELEPHONE LINE

TRANSFORMER

TOP OF PIER

TREATMENT, STORAGE, OR DISPOSAL

TYPICAL

UNDERGROUND ELECTRIC LINE

UNITED STATES ARMY CORPS OF ENGINEERS

UNITED STATES AIR FORCE ACADEMY

UNITED STATES GOLF ASSOCIATION

VERTICAL

VERIFIED CLAY PIPE

WATER LINE

WEST

EXTRA STRENGTH

AGGREGATE BASE COARSE

ASPHALTIC CONCRETE PAVEMENT

AMERICAN CONCRETE INSTITUTE

AMERICAN SOCIETY FOR TESTING & MATERIALS

ANCHOR BOLT

AND

APPROXIMATE

AIR RELIEF VALVE

AT

AMERICAN SOCIETY OF CIVIL ENGINEERS

AVERAGE

CANTILEVER

CENTER OF CURVATURE

CENTERLINE

CORRUGATED METAL PIPE

CONCRETE

CONTINUOUS

CONTROL POINT

CONTINUED

DEGREES

DESCRIPTION

DIAMETER

DRAWING

DRAINAGE CRITERIA MANUAL

EACH

EAST

EASTING

ELECTRIC

ELEVATION

EOC

EQUAL

EXISTING

FEC

FIBER OPTIC

FLOWLINE

FOUNDATION

GAUGE

GREEN PROCUREMENT PROGRAM

GROUND

HCL

HORIZONTAL

INTERNATIONAL BUILDING CODE

IRRIGATION

LINEAR FEET

LIGHT POLE

MANHOLE

MAXIMUM

MEET EXISTING

MILES PER HOUR

MINIMUM

XXXXXXXX

NTS

ACCESS ROUTE

SECTION NUMBER

SECTION

SHEET NUMBER

DETAIL NUMBER

DETAIL SHEET WHERE

DETAIL IS DRAWN

DETAIL SHEET WHERE

DETAILS IS CALLED OUT

ABC

ACP

ACI

ASTM

A.B.

APPROX.

ARV

ASCE

AVG.

CANT.

CC

C.M.P.

CONC.

CONT.

C.P.

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DESC.

DIA.

DWG.

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EDGE OF CONC.

EQ.

EXIST.

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FO

FDN.

GA.

GPP

GRND.

HORIZ. CONTROL LINE

HORIZ.

IBC

IRR.

L.F.

L.P.

M.H.

MAX.

M.E.

M.P.H.

MIN.

CL

FL

ENVIRONMENTAL NOTES:

GENERAL NOTES:

N O

S C

AL

E

1. DO NOT SCALE DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL EXISTING HORIZONTAL

DIMENSIONS, VERTICAL ELEVATIONS, AND ADJUST INTENDED LAYOUTS AS REQUIRED TO FIT

EXISTING CONDITIONS.

2. DIMENSIONS SHOWN ARE TO FACE OF FOUNDATION WALL, FACE OF MASONRY, FACE OF STUD UNLESS OTHERWISE INDICATED. ALL DIMENSIONS MUST BE VERIFIED TO CONFORM TO EXISTING

CONDITIONS.

3. ALL ANGLES ARE 90 DEGREES OR 45 DEGREES UNLESS OTHERWISE NOTED.

4. ALL SPOT ELEVATIONS OUTSIDE OF THE BUILDING RELATE TO SURVEY DATUM AT THE

BENCHMARK. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO REFERENCE ELEVATION.

5. NOTIFY ACO IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE

DRAWINGS. CONTRACTOR SHALL PROPOSE ALTERNATE SOLUTIONS FOR CONDITIONS FOUND TO BE

CONTRADICTORY TO THE DRAWINGS.

6. EXISTING UTILITY LINES ARE PRESENT IN THE PROJECT AREA, INCLUDING BUT NOT LIMITED TO: TELECOM, GAS, ELECTRIC, WATER, AND SANITARY SEWER. EXISTING UTILITIES HAVE NOT BEEN

POTHOLED OR SURVEYED BY URS, AND HAVE BEEN SHOWN ON THESE DRAWINGS BASED ON CAD

INFORMATION PROVIDED BY USAFA. IT IS ASSUMED THAT UTILITIES EXIST IN THE PROJECT AREA IN

ADDITION TO WHAT IS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND EQUIPMENT PRIOR TO EXCAVATION.

7. CONTRACTOR SHALL OBTAIN AN APPROVED EXCAVATION PERMIT (AF FORM 103) FROM THE

10th CIVIL ENGINEER SQUADRON (CES) PRIOR TO ANY TRENCHING, EXCAVATION, OR EARTHWORK.

URGENT REPAIR EXCAVATION PERMITS MUST BE REQUESTED BEFORE BEGINNING WORK.

COORDINATE THE PERMIT REQUEST THROUGH THE 10 CES CONSTRUCTION MANAGER.

COORDINATE WITH THE 10 CES CONSTRUCTION MANAGER TO SCHEDULE UTILITY LOCATES PRIOR

TO DIGGING.

8. THE AREA OF WORK FOR THIS PROJECT IS SHOWN ON THE PLANS. CONTRACTOR IS TO LIMIT

ALL CONSTRUCTION ACTIVITIES AND DISTURBANCES TO THIS AREA.

9. IN THE EVENT THAT AN EXISTING UTILITY LINE IS DISCOVERED, AND IS NOT IDENTIFIED ON THE DRAWINGS, THE CONTRACTOR SHALL SURVEY THE SAID UTILITY AND NOTIFY THE GIS DEPARTMENT

(719-333-3749) TO BE RECORDED INTO THE AFA GIS MAPPING SYSTEM.

10. ALL DISTURBED AREAS SHALL HAVE 3" OF TOPSOIL, USAFA APPROVED SEED MIX, AND FOLLOW

SPECIFICATIONS IN USAFA'S EROSION CONTROL, REVEGETATION AND TREE CARE STANDARDS.

11. CONTRACTOR SHALL ASSUME THAT ALL HVAC DUCTWORK AND PIPING INSULATIONS, CARPET

MASTIC, FLOORING MASTIC AND WALL BASE MASTIC TO BE DEMOLISHED AND/OR DISTURBED

CONTAINS FRIABLE ASBESTOS THAT WILL NEED TO BE ABATED AS PART OF THIS PROJECT.

CONTRACTOR SHALL PROVIDE IN THEIR PROPOSAL COSTS RELATED TO ABATEMENT OF ALL

ASBESTOS INCLUDING REMOVAL FROM THE PROJECT AND DISPOSAL OFF BASE. CONTRACTOR SHALL ASSUME THAT ALL PAINT TO BE DEMOLISHED, REMOVED AND/OR DISTURBED CONTAINS LEAD-BASED

PAINT, AND INCLUDE COSTS FOR REMOVAL AND DISPOSAL IN THEIR PROPOSAL COSTS.

FIRE PROTECTION NOTES:

1. ANY WELDING, CUTTING, BRAZING, SOLDERING OR OPEN FLAME MUST HAVE A BURN

PERMIT ISSUED FOR THE SPECIFIC WORK AREA WHICH WORK IS TO BE PERFORMED.

2. FIRE EXTINGUISHERS MUST BE KEPT ON HAND AROUND HEAT PRODUCING EQUIPMENT

AT ALL TIMES.

3. FLAMMABLE AND COMBUSTIBLE MATERIAL MUST BE STORED SAFELY WHEN NOT IN USE

AND DURING OPEN FLAME OPERATIONS.

4. WORK SITE MUST BE KEPT NEAT, ALL DEBRIS HAULED AWAY FROM THE SITE ON A DAILY

BASIS OR MORE FREQUENTLY AS NEEDED.

5. SMOKING IS NOT ALLOWED IN OR AROUND THE WORK SITE. COORDINATE A

DESIGNATED SMOKING AREA AS NECESSARY.

6. ALL EMERGENCY REPORTING ON THE ACADEMY: DIAL 911.

7. CONTACT 719-333-2051 FOR ASSISTANCE.

Number:

Sheet

De s ig ne r:

Dr a w ing D a te

AF

A

Pr oje c t Mg r:

Fil e N am e:

Su b m itte r:

Sc a le

Re v ie we r:

Dr a ft er

A- E

Pr oje ct Mg r:

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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Re vis ion s/A dd en da Da te Ap pr

10TH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

UNITED STATES

AIR FORCE ACADEMY

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ADCAECROF

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AND COMPANY INFORMATION

FOR CONSTRUCTION

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Architectural Code Analysis Building Location:

USAF Academy Jurisdiction:

United States Government

DESIGN CRITERIA

NFPA 101 Life Safety Code IBC 2015

UFC 1-200-01

UFC 3-420-01

UFC 3-600-01

UFC 4-010-01

USAF Academy Overarching Environmental Specifications USAF Academy Architect – Engineer Standards Architectural Barriers Act ADA Accessibility Guidelines for Buildings and Facilities (ADAAG) Latest Edition ICC/ANSI A117.1 – Accessible and Usable Buildings and Facilities USAF Academy Roofing Design Standards

STRUCTURAL DESIGN CODES

International Building Code, 2015 ASCE/SEI 7-10, Minimum Design Loads for Buildings and Other Structures American Society of Civil Engineers (ASCE) Publication Building Code Requirements for Reinforced Concrete (ACI 318-14) American Concrete Institute ASD/LRFD Steel Construction Manual, 14th Edition American Institute of Steel Construction AISI S1100-12 North American Specification of the Design of Cold-formed Steel Structural Members Unified Facilities Criteria (UFC 3-301-01) – Structural Engineering Unified Facilities Criteria (UFC) 3-301-01 – Structural Engineering, with Change 3 Unified Facilities Criteria (UFC) 3-310-04 – Seismic Design for Buildings, with Change 1 Unified Facilities Criteria (UFC) 4-010-01 – DoD Minimum Antiterrorism Standards for Buildings, with Change 1 United Facilities Criteria (UFC) 4-023-03 – Design of Buildings to Resist Progressive Collapse, with Change 3

MECHANICAL DESIGN CODES

International Building Code, 2015 Edition 2015 International Plumbing Code

2015 International Fuel Gas Code 2015 International Fire Code 2015 International Energy Conservation Code Unified Facilities Criteria 3-400-01, Design: Energy Conservation. Unified Facilities Criteria 3-400-2, Engineering Weather Data Unified Facilities Criteria 3-410-01FA, Heating, Ventilating, and Air Conditioning. Unified Facilities Criteria 3-401-01FA, Utility Monitoring and Control System.

Unified Facilities Criteria 3-410-02A, Design: Heating, Ventilating, and Air Conditioning (HVAC Control. Systems.

Unified Facilities Criteria 3-420-01, Design: Plumbing Systems Unified Facilities Criteria 3-430-01FA – Heating and Cooling Distribution Systems.

Unified Facilities Criteria 3-450-01, Noise and Vibration Control Unified Facilities Criteria 3-600-01 – Design: Fire Protection Engineering for Facilities.

ASME B31.1 – Power Piping 2010 ASME B31.9 – Building Services Piping 2010 ASME Section VIII – Pressure Vessels American society of Mechanical Engineers NFPA 13 – Installation of Sprinkler Systems, 2010 Edition NFPA 70 – National Electrical Code, 2011 Edition NFPA 90A – Installation of Air Conditioning and Ventilating Systems, 2012 Edition NFPA 90B – Installation of Warm Air Heating and Air Conditioning Systems, 2012 Edition National Fire Protection Association ASHRAE Handbook – Fundamentals 2009 Edition ASHRAE Handbook – Refrigeration 2010 Edition ASHRAE Handbook – HVAC Applications 2011 Edition ASHRAE Handbook – HVAC Systems and Equipment 2008 Edition ASHRAE Standard 15 – Safety Standard for Refrigeration Systems ASHRAE Standard 34 – Designation and Safety Classification of Refrigerants ASHRAE Standard 55 – Thermal Environmental Conditions for Human Occupancy ASHRAE Standard 62.1 – Ventilation for Acceptable Indoor Air Quality American Society of Heating Refrigerating and Air Conditioning Engineers Plumbing Engineering Design Handbook – Fundamentals of Plumbing Engineering Plumbing Engineering Design Handbook – Plumbing Systems Plumbing Engineering Design Handbook – Special Plumbing Systems Plumbing Engineering Design Handbook –Plumbing Components and Equipment American Society of Plumbing Engineers HVAC Duct Construction Standards – Metal and Flexible, 2nd Edition Rectangular Industrial Duct Construction Standards HVAC Systems – Duct Design HVAC Air Duct Leakage Test Manual Sheet Metal and Air Conditioning Contractors National Association, Inc.

National Standards for Total System Balance Test and Balance Procedures The Fundamentals of Testing, Adjusting and Balancing HVAC Systems – 2nd Edition Kahoe Test and Balance Field Manual Associated Air Balance Council

ELECTRICAL DESIGN CODES

NFPA 70 - National Electrical Code NFPA 101 - Life Safety Code IES Handbook ASHRAE 90.1 Lighting Standards NCAA Lighting Standards

NOTE: THE CADET FIELD HOUSE CURRENTLY HAS A FIRE SPRINKLER SYSTEM

INSTALLED WITHIN PORTIONS OF THE BUILDING. EACH PHASE OF THE THREE-

PHASE REMODEL EXTENDS THE FIRE SPRINKLER SYSTEM INTO THE AREA OF

WORK ADDRESSED BY THE RESPECTIVE PHASE. UPON COMPLETION OF PHASE

3 THE CADET FIELD HOUSE WILL BE FULLY PROTECTED BY AN AUTOMATIC FIRE

SPRINKLER THROUGHOUT THE ENTIRE FACILITY. THE FOLLOWING CODE

ANALYSIS ASSUMES THE ENTIRE FACILITY WILL BE FULLY PROTECTED BY AN

AUTOMATIC FIRE SPRINKLER SYSTEM UPON COMPLETION OF PHASE 3. THE

AREAS AND OCCUPANT LOAD CALCULATIONS ARE BASED UPON THE INTENDED

DESIGN CONFIGURATION AT COMPLETION OF PHASE 1, 2, and 3.

Building Description:

3 Story with Mezzanine

Multipurpose Level 90,230 GSF

Participant Level 83,873 GSF

Spectator Level 54,448 GSF

Total Building Area 228,551 GSF

Mezzanines:

New Press Box 3,125 SF

Existing Press Box 719 SF

Total Mezzanines 3,898 SF

Construction Type: IB

Occupancy Classification (2015 used for Occupancy in determining Allowable Area):

A-4 Assembly uses intended for viewing of indoor sporting events and activities with spectator seating.

B Business uses including office, professional or service type transactions, including storage of records and accounts.

S-1 Storage, moderate hazard storage, including clothing

Building Type and Area (From 2015 IBC Chapter 5, TABLE 506.2)

For SM – Buildings two or more stories above the grade plane equipped throughout with an automatic sprinkler system.

A-4 Allowable Area Factor = UL (Unlimited)

B Allowable Area Factor = UL (Unlimited)

S-1 Per IBC 508.2.3 Accessory Occupancy, the allowable area of the building shall be based on the main occupancy of the building. Aggregate accessory occupancies shall not occupy more than 10 percent of the floor area of the story in which they are located. Per IBC

508.2.4 no separation is required between accessory occupancies and the main occupancy.

S-1 Occupancies occupy the following percentages per story at the Cadet Field House:

Multipurpose:S-1 occupies 1% Participant Level S-1 occupies 3.3% Spectator Level S-1 occupies 6.1%

Building Height (From 2015 IBC Chapter 5, TABLES 504.3 & 504.4):

Per IBC Tables 504.3 and 504.4 both A-4 and B Occupancies of Type IB construction with a fire sprinkler installed throughout are limited to a maximum of 12 stories or a building height of 180’ above the grade plane. The Cadet Field House is three stories and 61’-6” above the grade plane.

Non-Separated Occupancies (2015 IBC 508.2.1):

The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 that apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area.

The allowable building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1.

The most restrictive occupancy for the Cadet Field House is A-4 and therefore governs. Per Section 508.3.3, No separation is required between nonseparated occupancies.

Construction Type (IBC and UFC 3-600-01):

Type IB

Fire Resistance Rating Required for Building Elements for Type IB Construction (IBC Table 601)

Primary structural frame 2 Hr

Bearing Walls Exterior 2 Hr Interior 2 Hr

Nonbearing walls & partitions 0 Hr

Floor construction & associated secondary members 2 Hr

Roof construction & associated secondary members 1 Hr*

*Fire protection of structural members shall not be required, including protection of roof framing, and decking where every part of the roof construction is 20 feet or more above any floor immediately below.

UFC 3-600-01 7-4.2.1: Sprayed fire-resistant materials must be medium or high density cementitious or an intumescent thin-film coating.

UFC 3-600-01 7-4.2.3: Provide UL-listed floor/ceiling and UL-listed roof/ceiling assemblies that do not require the underside of the roof or floor deck to have spray-applied fireproofing.

The assembly must be designed so only columns, beams, and trusses receive spray-applied fireproofing to achieve the rating for the assembly.

Mezzanines (IBC 505.2)

A mezzanine or mezzanines in compliance with Section 505.2 shall be considered a portion of the story below. Such mezzanines shall not contribute to either the building area or number of stories regulated by Section 503.1.

(NFPA 101)

A Mezzanine is defined as an intermediate level between the floor and the ceiling of any room or space.

Story (IBC Section 202)

That portion of a building included between the upper surface of a floor and the upper surface of the floor next above. A story is measured as the vertical distance from top to top of two successive tiers of beams or finished floor finish to the top of the ceiling joists or, where there is not a ceiling, to the top of the roof rafters.

By the definitions above the mezzanine is considered an intermediate level not a floor and is considered part of the Spectator Level. The Spectator Level floor is located 29’-10” below the bottom of the roof trusses complying with the requirements for the exception in IBC Table 601 that states “Fire protection of structural members shall not be required, including protection of roof framing, and decking where every part of the roof construction is 20 feet or more above any floor immediately below.” The roof structure consists of exposed steel girder trusses with no fire protection. While the Spectator Level is greater than the 20’ below the bottom of the roof trusses, the existing Press Box finish floor is less than 10’ from the underside of the trusses. The proposed new Press Box has a finish floor elevation located 12’-4” below the bottom of the trusses. Although both meet the definition of a mezzanine, a 2015 IBC commentary indicates that the proximity of the mezzanine floor level to the underside of the roof trusses prevents the exception to the requirement for 1-hour protection of the roof structure from being applicable. Fire sprinklers will be added across the entire roof level with the phased repair projects and the ceilings in the new Press Box are designed as 1-hour ceilings with fire sprinklers provided throughout. The majority of the floor area beneath the trusses is occupied by the sports activity areas of the basketball court, hockey arena, and multipurpose area, all located greater than 43’ beneath the roof trusses. CLIN #0006 of this project amends the existing roof structure to achieve a 1 Hour Fire Resistive Construction by application of an intumescent coating to the structural steel framing components of the roof structure and by attaching a fiberboard to the underside of the steel roof deck to create a UL approved roof deck assembly.

Mezzanine Area limitation (IBC 505.2.1)

The aggregate area of a mezzanine or mezzanines within a room shall not be greater than one-third of the floor area of that room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is located. In determining the area of the mezzanine, the area of the mezzanine shall not be included in the floor area of the room. Exceptions: IBC 505.2.1.2 The aggregate are of mezzanines in buildings and structures of Type I or II construction shall be not greater than one-half of the floor are of the room in buildings and structures equipped throughout with an approved automatic sprinkler system.

The Existing and New Press Boxes are categorized as mezzanines located at an intermediate level that is part of the Spectator Level below.

Total area of enclosed mezzanine level = 3,898 SF

Total open area of Spectator Level (less the enclosed mezzanine above) = 50,550 SF

The combined area of the Existing and New Press Boxes is 7.7% of open area of Spectator Level where 33% or less is allowed

Protection of Vertical Openings (NFPA 101 13.3.1)

Any vertical opening shall be enclosed or protected in accordance with Section 8.6, unless otherwise permitted by one of the following:

(I)* Stairs or ramps shall be permitted to be unenclosed between balconies or mezzanines and main assembly areas located below, provided that the balcony or mezzanine is open to the main assembly area.

Assembly occupancies protected by an approved supervised automatic sprinkler system in accordance with Section 9.7 shall be permitted to have unprotected vertical openings between any two adjacent floors, provided that such openings are separated from unprotected vertical openings serving other floors by a barrier complying with NFPA101 Section8.6.5. An existing one-hour separation is present between the two- story volume of the Hockey Arena / Clune Arena space and the lower level space containing the Multipurpose Area.

8.6.5* Required Fire Resistance Rating. The minimum fire resistance rating for the enclosure of floor openings shall be as follows (see 7.1.3.2.J for enclosure of exits):

(1) Enclosures connecting four or more stories in new construction - 2-hour fire barriers

(2) Other enclosures in new construction - I -hour fire barriers

(3) Existing enclosures in existing buildings 1/2-hour fire barriers

Means of Egress

Occupant Load Factor (NFPA 101 and UFC Table 10-1)

Office 1:100 SF Rest Rooms 1:100 SF Locker Rooms 1:50 SF Mech., Elect. 1:500 SF Storage 1:300 SF Assembly (less concentrated no fixed seating) 1:15 SF Assembly (Recreation) 1:50 SF Skating Rink 1:50 SF Mercantile (sales above street level) 1:60 SF Storage 1:300 SF Fixed Seating No. of Seats Bench Seating 1:18” LF Concourse 1:100 SF Kitchen 1:100 SF

The following tabular information summarizes the occupant loads for each floor based on the factors noted above:

Capacity of Means of Egress Stairs at New Press Box:

Occupant Load = 20.6

1. Per NFPA 101 Table A.7.3.3.2 the Minimum Stair Width is 36”. Two exits are required from the Press Box for an occupant load > 10. The New Press Box is open to the Spectator level except for walls 42” high and intermediate posts except for small portion of enclosed space. The occupant load of the aggregate area of the enclosed space is 6, less than the maximum of 10 which classifies the mezzanine as “enclosed” therefore both stairs can be open to the Spectator Level per NFPA 101 8.6.10.3.1.

Cadet Field House Code Study Required Capacity of Means of Egress Exit Width by Floor (NFPA 101 Table 7.3.3.1 Capacity Factors)

Multipurpose Level:

Total Occupant Load = 1501 Aggregate width required: 1501 x .2” = 300.2” Existing aggregate door opening width provided: 6 pairs of – 2'-8"x7’ doors (no center mullion with 30” clear width each leaf = 360” provided.

Participant Level:

Total Occupant Load = 1599 Aggregate width required: 1599 x .2” = 319.8” Existing aggregate door opening width provided: 10 – 3’x7’ doors with 35” clear width each = 350” provided.

Spectator Level:

Total Occupant Load = 9961 Aggregate width required: 9961 x .2” = 1992”

Mezzanine Level (Exits via Spectator Level):

Total Occupant Load = 28 Aggregate width required: 28 x .2” = 5.6” Total Combined Spectator and Mezzanine aggregate width required: 1995.8” Existing aggregate door opening width provided: 58 – 3’x7’ doors with 35” clear width each = 2030” provided.

The aggregate existing exit door openings are sufficient for required egress on all levels of the Cadet Field House.

Main Entrance / Exit (NFPA 101):

13.2.3.6.1 Every assembly occupancy shall be provided with a main entrance / exit.

13.2.3.6.2 The main entrance/exit shall be of a width that accommodates one-half of the total occupant load.

The total occupant load for the Cadet Field House is 12,729. One half of the required width is .2” x 6365= 1,273” Based on the typical 35” clear width of existing doors, 37 doors are required at the main entrance.

13.2.3.6.5 Where the main entrance/exit from an assembly occupancy is through a lobby or foyer, the aggregate capacity of all exits from the lobby or foyer shall be permitted to provide the required capacity of the main entrance /exit, regardless of whether all such exits serve as entrances to the building. The Cadet Field House currently has 32 doors on the south face of the building which enter the lobby. An additional six doors are located on the west side along the lobby concourse with four more located on the east concourse of the lobby system. yielding an aggregate total of 42 doors or 1,470” where 1,273” is required.

Travel Distance to Exits (NFPA 101 7.6 & Table A.7.6):

Per NFPA 101 Table A.7.6, for existing fully sprinklered Assembly Occupancies, the following travel distances apply:

Common Path of Travel Limit: For Common path serving <50 people 20’, for ≥ 50 people 75’ Dead-End Limit: 20’ Travel Distance Limit: 250’ All areas comply with the maximum travel distance limits when considering combined common path of travel and travel distance limits.

Structural Design Loads

Risk Category: III (More than 300 people congregate in one area, per UFC 3-301-01, Table 2-2) Floor Live Loads:

Corridor 100 p.s.f.

Stadiums & Arenas 60 p.s.f.

Snow Loads:

Ground Snow Load, Pg 30 p.s.f.

Flat Roof Snow load, Pf 30 p.s.f.(min.) & 21.0 p.s.f. (drifting only) Exposure Factor, Ce 1.0 Importance Factor, IS 1.1 Thermal Factor, Ct 1.0 Frost Penetration 38 inches

Seismic Loads:

Importance Factor, IE 1.25 Mapped Spectral Response Accelerations

SS 0.188

S1 0.061

Site Class D (Assumed) Spectral Response Coefficients:

SDS 0.201

SD1 0.098

Seismic Design Category B Analysis Procedure: Equivalent Lateral Force Procedure Seismic Force Resisting System: Steel Systems Not Specifically Detailed for

Seismic Resistance Response Modification: R = 3.0 Seismic Response Coefficient: Cs = 0.0836

Wind Loads:

Ultimate Wind Speed: 120 m.p.h.

Wind Exposure C Internal Pressure Coefficient, GCpi ±0.18

Load combinations used in design are per ASCE 7-10, Chapter 2.

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PLUMBING CODE FIXTURE COUNT

UFC 3-420-01 TABLE 403-5

MULTIPURPOSE LEVEL

MULTIPURPOSE LEVEL REST ROOMS WILL BE ADDRESSED IN FUTURE PHASE 3 PROJECTS.

PARTICIPANT LEVEL

NET OCCUPANT LOAD FOR PLUMBING

FIXTURES

Business areas, 100 gross Classrooms, 20 net Kitchens, 200 gross Library, 50 gross Locker room, 50 gross Exercise rooms, 50 gross

Business areas 163 Locker rooms 151

Total 311

Total Net Occupant Load = 311

Male 50% = 156 , Female 50% = 156

Business: M&F = 6 for first 150 plus 1/40 after, Lav = 5 for first 125 plus 1/45 after, DF = 1/75 Business load = 163, 82M & 82F M = 3, F = 4, Mlav = 3, Flav = 3, DF = 3

Gymnasium/Field House: M = 1/30, F = 1/20, MLav = 1/30, FLav = 1/25, DF = 1/100 Gymnasium/Field House load = 151 total , 76M & 76F M = 3, F = 3, Mlav = 3, Flav = 3, DF= 2

REQ EXIST PROV

Total Male fixtures = 6 [ 50 ] 51 Total Female fixtures = 7 [ 24 ] 25 Total Male lavs = 6 [ 31 ] 32 Total Female lavs = 6 [ 25 ] 26 Total Drinking Fountains = 5 [ 11 ] 11

SPECTATOR LEVEL

NET OCCUPANT LOAD FOR PLUMBING

FIXTURES

Assembly with fixed seats, (number of fixed seats) = 8600

Business areas, 100 gross

Assembly 8600 Business areas 25

Total 8,625

Total Net Occupant Load = 8625

Spectators: M = 1/250, F = 1/150, Mlav = 1/200, Flav = 1/150, DF = 1/400 Spectator load = 8600 total = 4300M & 4300F M = 18, F = 29, MLav = 22 FLav = 29, DF = 22

Business: 2 for 16-35 employees, Lav = 2 for 16-35 employees, DF = 1/75

Business load = 25 M = 1, F = 1, Mlav = 1, Flav = 1

REQ EXIST PROV

Total Male fixtures = 19 [ 40 ] 46 Total Female fixtures = 30 [ 16 ] 31 Total Male lavs = 23 [ 14 ] 14 Total Female lavs = 30 [ 11 ] 16 Total Drinking…