FSB2020-270-00 - WI-ANG - 3-Bay Hangar - Addendum 002 Combined Drawings.pdf

PDF 9 MB Posted Jun 9, 2022

Attached to: F-35 THREE BAY SPECIALIZED HANGAR
Solicitation number: W50S9F-22-B-0001
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity document announces an unrestricted invitation for bid to construct a new three-bay hangar at Dane County Regional Airport - Truax Field in Madison, Wisconsin. Key details include:

The project scope includes demolishing an existing 19,875 square foot building and constructing a new 31,000 square foot three-bay hangar with associated shop and administrative spaces to support fuel cell operations, indoor wash requirements, squadron-level surface coating operations, and weapons load training.
The base award contract line items are anticipated to include construction of the three-bay hangar base bid, with optional line items for a paint/mix addition and aircraft-rated pavement.
The contract duration is 550 days from issuance of the notice to proceed.
The North American Industry Classification code is 236220 for commercial and institutional building construction, with a size standard of $39.5 million. The construction value is estimated between $25-100 million.
The solicitation allows for a brand name justification and will be awarded to the responsive and responsible lowest bidder. The pre-bid conference and site visit will be held at Truax Field, and bids are to be submitted through the System for Award Management website.

View the file

Other files

File	Type	Posted
Bid Opening Attendance Sheet.pdf	PDF	Jul 12, 2022
Abstract of Offers.pdf	PDF	Jul 12, 2022
Questions and Answers 4.pdf	PDF	Jun 29, 2022
39_ITEM 01.5-1_ADD 03_Bid Question Attachment_2022.06.14.pdf	PDF	Jun 29, 2022
Question and Answer Set 4_Question 2_Custom Graphic.pdf	PDF	Jun 29, 2022
W50S9F22B0001 Solicitation - Amend 0004.pdf	PDF	Jun 28, 2022
22_ITEM 01.3-12_ADD 04_02700A-502.pdf	PDF	Jun 28, 2022
19_ITEM 01.3-9_ADD 04_02700A-002.pdf	PDF	Jun 28, 2022
00_FSB2020-270-00_WI-ANG_3-Bay_ADD NO. 04_2022.06.28_Narrative.pdf	PDF	Jun 28, 2022
24_ITEM 01.3-14_ADD 04_02700A-702.pdf	PDF	Jun 28, 2022
Questions and Answers 3.pdf	PDF	Jun 28, 2022
25_ITEM 01.3-15_ADD 04_02700ES101.pdf	PDF	Jun 28, 2022
10_ITEM 01.2-10_ADD 04_Section 32 13 14.13.pdf	PDF	Jun 28, 2022
26_ITEM 01.3-16_ADD 04_02700EP102.pdf	PDF	Jun 28, 2022
20_ITEM 01.3-10_ADD 04_02700A-140.pdf	PDF	Jun 28, 2022
01_ITEM 01.2-1_ADD 04_PROJECT TOC.pdf	PDF	Jun 28, 2022
15_ITEM 01.3-5_ADD 04_02700SF105.pdf	PDF	Jun 28, 2022
23_ITEM 01.3-13_ADD 04_02700A-503.pdf	PDF	Jun 28, 2022
03_ITEM 01.2-3_ADD 04_Section 07 21 13.pdf	PDF	Jun 28, 2022
05_ITEM 01.2-5_ADD 04_Section 08 33 13.pdf	PDF	Jun 28, 2022
07_ITEM 01.2-7_ADD 04_Section 09 90 00.pdf	PDF	Jun 28, 2022
18_ITEM 01.3-8_ADD 04_02700SF504.pdf	PDF	Jun 28, 2022
11_ITEM 01.3-1_ADD 04_02700C-301.pdf	PDF	Jun 28, 2022
06_ITEM 01.2-6_ADD 04_Section 08 33 23.pdf	PDF	Jun 28, 2022
09_ITEM 01.2-9_ADD 04_Section 11 94 00.01.pdf	PDF	Jun 28, 2022
27_ITEM 01.3-17_ADD 04_02700EP701.pdf	PDF	Jun 28, 2022
04_ITEM 01.2-4_ADD 04_Section 07 24 00.pdf	PDF	Jun 28, 2022
16_ITEM 01.3-6_ADD 04_02700SF106.pdf	PDF	Jun 28, 2022
28_ITEM 01.3-18_ADD 04_02700EP702.pdf	PDF	Jun 28, 2022
14_ITEM 01.3-4_ADD 04_02700SF104.pdf	PDF	Jun 28, 2022
17_ITEM 01.3-7_ADD 04_02700SF503.pdf	PDF	Jun 28, 2022
02_ITEM 01.2-2_ADD 04_Section 04 20 00.pdf	PDF	Jun 28, 2022
12_ITEM 01.3-2_ADD 04_02700C-401.pdf	PDF	Jun 28, 2022
08_ITEM 01.2-8_ADD 04_Section 11 94 10.pdf	PDF	Jun 28, 2022
21_ITEM 01.3-11_ADD 04_02700A-501.pdf	PDF	Jun 28, 2022
13_ITEM 01.3-3_ADD 04_02700C-601.pdf	PDF	Jun 28, 2022
FSB2020-270-00 - WI-ANG - 3-Bay Hangar - Addendum 004 COMBINED DRAWINGS.pdf	PDF	Jun 28, 2022
W50S9F22B0001 Solicitation - Amend 0003.pdf	PDF	Jun 27, 2022
28_ITEM 01.3-18_ADD 03_02700A-600.pdf	PDF	Jun 21, 2022
24_ITEM 01.3-14_ADD 03_02700A-501.pdf	PDF	Jun 21, 2022
01_ITEM 01.2-1_ADD 03_Section 02 65 00.pdf	PDF	Jun 21, 2022
14_ITEM 01.3-4_ADD 03_02700C-402.pdf	PDF	Jun 21, 2022
20_ITEM 01.3-10_ADD 03_02700A-002.pdf	PDF	Jun 21, 2022
05_ITEM 01.2-5_ADD 03_Section 08 71 00.pdf	PDF	Jun 21, 2022
Questions and Answers 2.pdf	PDF	Jun 21, 2022
07_ITEM 01.2-7_ADD 03_Section 21 13 13.pdf	PDF	Jun 21, 2022
FSB2020-270-00 - WI-ANG - 3-Bay Hangar - Addendum 003 Combined Drawings.pdf	PDF	Jun 21, 2022
18_ITEM 01.3-8_ADD 03_02700SF103.pdf	PDF	Jun 21, 2022
16_ITEM 01.3-6_ADD 03_02700C-601.pdf	PDF	Jun 21, 2022
03_ITEM 01.2-3_ADD 03_Section 05 50 13.pdf	PDF	Jun 21, 2022

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MEANS OF EGRESS REQUIREMENTS - 2018 NFPA 101 (U.N.O.)

SPECIAL PURPOSE INDUSTRIAL

(AIRCRAFT HANGARS)

OCCUPANT LOAD

FACTOR

BUSINESS USE

GENERAL PURPOSE

INDUSTRIAL USE

STORAGE/ MECHANICAL

USE

MAX. PROBABLE # OF

OCCUPANTS PRESENT

AT ANY TIME PER NFPA

101, TABLE 7.3.1.2

150 GROSS

(TABLE 7.3.1.2)

100 GROSS

(TABLE 7.3.1.2)

500 GROSS

(TABLE 7.3.1.2)

COMMON PATH

OF TRAVEL

100'

(TABLE 40.2.5.1)

100' (38.2.5.3.1)

100' (40.2.5)

100' (42.2.5)

MAXIMUM TRAVEL

DISTANCE TO EXITS

EXTERIOR INTERVAL

150' (40.6.2.2)

300' (38.2.6.3)

250'

(TABLE 40.2.6.1)

400'

(TABLE 42.2.6)

MINIMUM EXIT ACCESS

CORRIDOR WIDTH

44" (38.2.3.2)

36" (7.3.4.1)

50' (40.6.4)

50' (38.2.5.2.1)

50'

(TABLE 40.2.5.1)

100'

(TABLE 42.2.5)

MAXIMUM DEAD END

CORRIDOR LENGTH

MINIMUM NUMBER

OF EXITS

(40.6.2.1)

PER OCCUPANT

LOAD

(40.2.4.1.1)

CODE SUMMARY

OCCUPANCIES (IBC 2018)

ITEM 2018 IBC REQUIREMENT (U.N.O.)

GENERAL

BUSINESS, GROUP B (304.1) - OFFICE AREAS, ACCESSORY AREAS

HIGH HAZARD GROUP H-2 - SUPPORT SHOP (ALTERNATE BID)

STORAGE, GROUP S-1 (311.2) - MECHANICAL, ELECTRICAL AND

STORAGE AREAS.

STORAGE, GROUP S-2 (311.3) - LAUNDRY ROOMS

OCCUPANCIES (NFPA 101, 2018) BUSINESS (6.1.11) - OFFICE AREAS

SPECIAL PURPOSE INDUSTRIAL, SPI (40.1.2.1.2) - HANGAR AREAS

CONSTRUCTION TYPE TYPE II-B (IBC, TABLE 601)

ALLOWABLE HEIGHT/STORIES UNLIMITED HEIGHT (UFC, 4-211-01, 3-3.1.7)/3 STORIES (IBC, TABLE 504.4)

ALLOWABLE AREA UNLIMITED ONE STORY (IBC 507.4)

ADAAG FULLY COMPLIANT

FIRE PROTECTION SYSTEMS

AIRCRAFT SERVICING AREA WET PIPE SPRINKLER SYSTEM (UFC 3-600-01 FIRE PROTECTION)

ADMINISTRATION AND SHOPS WET PIPE SPRINKLER SYSTEM (UFC 3-600-01 FIRE PROTECTION)

FIRE RESISTANCE REQUIREMENTS

BOILER ROOMS, FURNACE

ROOMS, AND GENERAL

STORAGE ROOMS OVER 100 SF

1 HOUR OR AUTOMATIC FIRE EXTINGUISHING SYSTEM

(TABLE 509)

NON-LOADBEARING EXTERIOR

WALLS

0 HOUR (TABLE 602)

HANGAR COLUMNS 0 HOUR (UFC 4-211-01, 3-3.1.2)

FLOOR CONSTRUCTION 0 HOUR (TABLE 601)

ROOF CONSTRUCTION 0 HOUR (TABLE 601)

FIRE SEPARATION REQUIREMENTS

BUILDING DATA

BUILDING AREA

GROUND FLOOR

HANGAR BAYS

ADMINISTRATIVE AREAS

ACCESSORY STO AND MECH

16,574 SQUARE FEET

2,838 SQUARE FEET

3,559 SQUARE FEET

BUILDING CODES AND STANDARDS

INTERNATIONAL MECHANICAL CODE 2018

INTERNATIONAL BUILDING CODE 2018

NATIONAL ELECTRICAL CODE 2020

NFPA 101 LIFE SAFETY CODE 2018

MINIMUM EGRESS WIDTH 0.2" PER OCCUPANT (NFPA 101, TABLE 7.3.3.1)

EXIT ENCLOSURES 1 HOUR (NFPA 101, 7.1.3.2.1), 1 HOUR DOORS (NFPA 101, 8.3.2.2)

BETWEEN AIRCRAFT SERVICING

AREAS AND ALL OTHER OPERATIONS

1 HOUR (UFC 04-211-01, 3-3.1.2)

DRAFT CURTAINS RECTANGULAR ROOF POCKETS, MAX. 7,500 SF (UFC 4-211-01, 3-3.1.10)

BETWEEN ALL OTHER OCCUPANCIES NOT REQUIRED - MIXED USE NONSEPARATED PER 508.3.2

TOTAL (GROSS SQUARE FEET) 22,968 SQUARE FEET

NFPA 409, STANDARD FOR AIRCRAFT HANGARS 2016

NATIONAL FIRE CODES (NFPA) LATEST EDITIONS

ICC/ANSI A117.1 2003

UNIFORM FEDERAL ACCESSIBILITY STANDARD (UFAS)

UFC 3-600-01, FIRE PROT. ENGINEERING FOR FACILITIES

UFC 1-200-01, GENERAL BUILDING REQUIREMENTS

UFC 4-010-01, MINIMUM ANTI-TERRORISM STANDARDS

ADDITIONAL UNIFIED FACILITY CRITERIA

ACCESSIBILITY FOR FIREFIGHTING

ALL WEATHER ACCESS MUST BE PAVED TO WITHIN 10M

(33 FT) FROM THE BUILDING (UFC 4-211-01, 3-3.1.11)

FIRE DEPARTMENT ACCESS ROADS

MUST COMPLY WITH NFPA 1 (18.2.3.5.1) ACCESS

ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF

NOT LESS THAN 20 FT.

PORTABLE FIRE EXTINGUISHERS - 2018 NFPA 10 (U.N.O.)

EXTINGUISHER SELECTION

MAX TRAVEL DISTANCE

CLASSIFICATION OF

HAZARD

EXTRA (HIGH) 5.4.1.3 HANGAR

BAY

ORDINARY (MODERATE) 5.4.1.2 -

STORAGE, SUPPORT SHOP

4A:60B:C

B: 50 FEET (TABLE 6.3.1.1)

LIGHT (LOW) 5.4.1.1

OFFICE AREAS

20A:120B:C

B: 50 FEET (TABLE 6.3.1.1)

4A:60B:C

B: 50 FEET (TABLE 6.3.1.1)

FIRE PROTECTION ROOM 1 HOUR (UFC 4-211-01, 3-6.7)

INTERNATIONAL PLUMBING CODE 2018

UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION

SYSTEMS

PER OCCUPANT

LOAD

ADJACENT BETWEEN AIRCRAFT

MAINTENANCE BAYS 2 HOURS FIGURE 3.1

PLUMBING MATRIX

WATER CLOSETS/URINALS

(MALE)

WATER CLOSETS (FEMALE)

LAVATORIES (MALE)

LAVATORIES (FEMALE)

1.4

0.38

0.93

0.23

0.35

0.22

0.35

0.22

1.75

0.60

1.28

0.45

REQUIRED PROVIDED

TOTAL PLUMBING FIXTURES

SERVICE SINKS

DRINKING FOUNTAINS

1 1 1 2

0.45 0.02 0.47 1

WATER CLOSETS (UNISEX)

LAVATORIES (UNISEX)

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

FSB2020-270-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

NWC / JBC

F-

3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin

Ai r N at io na l G ua rd

54321

DECEMBER 23, 2021

C :\U sers\gaz\D o cum ents\M y R evit\02700_Arch_G ZalabakZ5W

7D .rvt

6/8/2022 10:26: 55 AM

CODE SUMMARY

G-102

JBC

JRT/JBC

OCCUPANCY AREA SCHEDULE

IBC Occupancy Classification

NFPA

Occupancy

Classification

ROOM

AREA

IBC Occupant Load Factor

NFPA

Occupant

Load Factor

IBC

Occupant

Load

NFPA

Occupant

Load REMARKSNUMBER NAME

B BUSINESS

B BUSINESS Business 102 VEST 50 SF 150 SF 150 SF 0.33 0.36 B BUSINESS Business 103 SHARED OFFICE 300 SF 150 SF 150 SF 2.00 1.88 B BUSINESS Business 104 FUEL OPEN

OFFICE

509 SF 150 SF 150 SF 3.40 3.35

B BUSINESS Business 105 VEST 120 SF 150 SF 150 SF 0.80 0.84 B BUSINESS Business 106 CORR 826 SF 150 SF 150 SF 5.50 5.27 B BUSINESS Business 107 CLASSROOM 602 SF 150 SF 150 SF 4.01 3.99 B BUSINESS Business 108 OFFICE 117 SF 150 SF 150 SF 0.78 0.78 B BUSINESS Business 109 RR W 164 SF 150 SF 150 SF 1.09 0.89 B BUSINESS Business 110 WING WEAPONS

MGR

125 SF 150 SF 150 SF 0.83 0.82

B BUSINESS Business 111 RR M 164 SF 150 SF 150 SF 1.09 0.95 B BUSINESS Business 112 FUEL SUPERVISOR 135 SF 150 SF 150 SF 0.90 0.81 B BUSINESS Business 113 BREAK/ TRAINING 551 SF 150 SF 150 SF 3.67 3.47 B BUSINESS Business 114 VEST 159 SF 150 SF 150 SF 1.06 1 B BUSINESS Business 115 OFFICE 125 SF 150 SF 150 SF 0.83 0.85 B BUSINESS Business 116 VINYL OPEN

OFFICE

492 SF 150 SF 150 SF 3.28 3.24

B BUSINESS Business 120A VEST 73 SF 150 SF 150 SF 0.48 0.58 B BUSINESS Business 120B CORR 717 SF 150 SF 150 SF 4.78 5.46 B BUSINESS Business 121 ELEC 78 SF 150 SF 150 SF 0.52 0.38 B BUSINESS Business 127 VEST 98 SF 150 SF 150 SF 0.66 0.64 B BUSINESS Business 130 CLEAN M RR 286 SF 150 SF 150 SF 1.90 1.93 B BUSINESS Business 131 CLEAN M LR 88 SF 150 SF 150 SF 0.59 0.58 B BUSINESS Business 132 CLEAN SHOWER M 51 SF 150 SF 150 SF 0.34 0.34 B BUSINESS Business 133 DIRTY SHOWER M 57 SF 150 SF 150 SF 0.38 0.38 B BUSINESS Business 134 DIRTY LR M 179 SF 150 SF 150 SF 1.19 1.19 B BUSINESS Business 135 DIRTY SHOWER M 56 SF 150 SF 150 SF 0.37 0.37 B BUSINESS Business 136 CLEAN W RR 254 SF 150 SF 150 SF 1.69 1.68 B BUSINESS Business 137 CLEAN W LR 88 SF 150 SF 150 SF 0.58 0.36 B BUSINESS Business 138 CLEAN SHOWER W 56 SF 150 SF 150 SF 0.37 0.37 B BUSINESS Business 139 DIRTY LR W 102 SF 150 SF 150 SF 0.68 0.68 B BUSINESS Business 140 DIRTY SHOWER W 61 SF 150 SF 150 SF 0.41 0.41 B BUSINESS Business 141 DIRTY RR UNISEX 49 SF 150 SF 150 SF 0.33 0.33 B BUSINESS Business 142 DIRTY VEST 247 SF 150 SF 150 SF 1.64 1.64

B BUSINESS: 32 6,976 SF 46.51 45.82

S-1 STORAGE

S-1 STORAGE Industrial 101 WEAPONS

TRAINING

6,314 SF 500 SF 500 SF 12.63 13.17

S-1 STORAGE Storage 117A MOTHER'S ROOM 83 SF 300 SF 0.28 S-1 STORAGE Storage 117B JAN 66 SF 300 SF 0.22 S-1 STORAGE Storage 118 FUEL MAINT.

GENERAL

STORAGE

275 SF 300 SF 0.92

S-1 STORAGE Industrial 119 FUEL CELL 4,782 SF 500 SF 500 SF 9.56 9.96 S-1 STORAGE Storage 124 MECH 709 SF 300 SF 2.36 S-1 STORAGE Storage 125 FIRE 730 SF 300 SF 2.43 S-1 STORAGE Storage 126 TOOLS 916 SF 300 SF 3.05 S-1 STORAGE Industrial 128 WASH BAY 4,878 SF 500 SF 500 SF 9.76 9.97 S-1 STORAGE Storage 129 JAN. 300 SF S-1 STORAGE Storage 143 MASK WASHING 30 SF 300 SF 0.10 S-1 STORAGE Storage 145 ELEC 309 SF 300 SF 1.03 S-1 STORAGE Storage 146 COMM 209 SF 300 SF 0.70

S-1 STORAGE: 13 19,301 SF 43.04 33.1

S-2 STORAGE

S-2 STORAGE Storage 122 FUEL 91 SF 300 SF 300 SF 0.30 0.23 S-2 STORAGE Storage 123 WASH 89 SF 300 SF 300 SF 0.30 0.23

S-2 STORAGE: 2 180 SF 0.60 0.46

TOTAL: 47 26,457 SF 90.15 79.38

1 ADDENDUM 1 04/22/2022

2 ADDENDUM 2 06/08/2022

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

OKLAHOMA CITY

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PAVEMENT

EXISTING

BUILDING 414

EXISTING

BITUMINOUS

PAVEMENT

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

STRUCTURE TO

BE RELOCATED

BY THE

GOVERNMENT

PRIOR TO

CONSTRUCTION

CONTRACTOR STAGING AREA,

RESTORE AT PROJECT

COMPLETION.

MITCHELL ST.

PROJECT LIMITS

0 15' 30' 60' N

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

FSB2020-270-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

NWC / JBC

F-

-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in

Ai r N at io na l G ua rd

54321

DECEMBER 23, 2021

LDH

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

ACCESS PLAN

C-101

LDH

HLE

1 06/08/2022ADDENDUM 2

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A/C

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A/C

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SSSSSSSS

EXISTING 18" RCP TO REMAIN

W W

W W W

SSEX

N G

R C

REMOVE BITUMINOUS

PAVEMENT (TYP.), 5,036 S.Y.

REMOVE PCC PAVEMENT,

1,447 S.Y.

REMOVE COMMUNICATION LINE,

202 L.F.

EXISTING WALL TO BE

REMOVED TO PROPOSED

PCC PAVEMENT LIMIT.

92 L.F.

REMOVE BITUMINOUS

PAVEMENT (OLI 2), 692 S.Y.

REMOVE ELECTRICAL,

COORDINATE WITH MADISON

GAS AND ELECTRIC

REMOVE FENCE, 317 L.F.

REMOVE GAS LINE, 129 L.F.

REMOVE MONITORING

WELL, 3 EACH.

REMOVE EXISTING SANITARY (TYP.),

540 L.F. AND 6 STRUCTURES.

REMOVE SIDEWALK,

2,454 S.F. (TYP.)

REMOVE STORM (TYP.), 773

L.F. AND 11 STRUCTURES.

REMOVE WATER LINE,

32 L.F. AND HYDRANT

EXISTING PCC

PAVEMENT

EXISTING

BUILDING TO BE

REMOVED

EXISTING

BITUMINOUS

PAVEMENT

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING PCC

PAVEMENT

EXISTING

STRUCTURE TO

BE RELOCATED

BY THE

GOVERNMENT

PRIOR TO

CONSTRUCTION

REMOVE ELECTRICAL,

COORDINATE WITH MADISON

GAS AND ELECTRIC

REMOVE HYDRANT

REMOVE EXISTING UNDERGROUND

FUEL OIL, USED OIL, USED SOLVENT,

AND DETERGENT STORAGE TANKS.

INTRUSION DETECTION CABLES

AND GAP SENSORS TO BE

REMOVED AND REPLACED,

SPLICING WILL NOT BE ALLOWED.

WORK TO BE COORDINATED WITH

ADVANTOR.

REMOVE ELECTRICAL, COORDINATE

WITH MADISON GAS AND ELECTRIC

REMOVE CONCRETE

CURB AND GUTTER,

364 L.F.

REMOVE WATER LINE, 72 L.F. AND

CAP EXISTING LINE TO REMAIN

REMOVE TELEPHONE

PEDESTAL AND

PULLBOX

REMOVE EXISTING

BUILDING STRUCTURE, 10

BOLLARDS, AGGREGATE

BASE AND SIGN

FEDERAL AVIATION

ADMINISTRATION CABLE IN THIS

AREA, APPROXIMATELY 24" DEEP.

THIS CABLE CANNOT BE SPLICED

IF CUT AND WOULD NEED

REPLACED ITS ENTIRE LENGTH.

REMOVE

BITUMINOUS

PAVEMENT (OLI 2),

3,060 S.Y.

REMOVE MONITORING

WELL (OLI 2)

GAS TEST STATION TO

BE ADJUSTED (OLI 2)

SANITARY STRUCTURE

TO BE ADJUSTED (OLI 2)

ADDITIONAL PAVEMENT TO BE

REMOVED FOR UTILITY

REMOVAL OR INSTALLATION

SHALL BE REPLACED IN KIND,

SEE TYPICAL SECTIONS.

0 15' 30' 60'

PROPOSED

REMOVAL LEGEND

BITUMINOUS PAVEMENT

PCC PAVEMENT

SIDEWALK

WALL

CONCRETE CURB AND GUTTER

ELECTRICAL LINE

STORM DRAIN

WATER LINE

GAS LINE

COMMUNICATION LINE

SANITARY LINE

FENCE LINE

MONITORING WELL

WATER/SANITARY STRUCTURE

STORM STRUCTURE

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

FSB2020-270-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

NWC / JBC

F-

-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in

Ai r N at io na l G ua rd

54321

DECEMBER 23, 2021

LDH

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

REMOVAL PLAN

C-301

LDH

HLE

EXISTING CONDITIONS ARE BASED ON SURVEY

PERFORMED BY KL ENGINEERING, INC. ON 06/2020.

OLI - OPTIONAL LINE ITEM

ADDENDUM 21 06/08/2022

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EXISTING 18" RCP TO REMAIN

W W

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PROPOSED PCC

PAVEMENT,

1,468 S.Y.

EXISTING PCC

PAVEMENT

F-35 3-BAY

SPECIALIZED

HANGAR

PROPOSED

AIRSIDE

BITUMINOUS

PAVEMENT (OLI 2),

1413 S.Y.

EXISTING

BITUMINOUS

PAVEMENT

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING PCC

PAVEMENT

PROPOSED LANDSIDE

BITUMINOUS

PAVEMENT, 2,218 S.Y.

PROPOSED MARKING,

80 L.F.

PROPOSED 10' CHAIN

LINK FENCE WITH

VISUAL SLATS, 197 L.F.

PROPOSED DROP BEAM

BARRIER WITH KEYPAD AND

REMOTE ACROSS MITCHELL ST.

PROPOSED

SIDEWALK,

544 S.F.

PROPOSED LANDSIDE

BITUMINOUS PAVEMENT,

(OLI 1), 259 S.Y.

PROPOSED LANDSIDE

BITUMINOUS PAVEMENT, 175 S.Y.

PROPOSED LANDSIDE

BITUMINOUS PAVEMENT, 112 S.Y.

PROPOSED DOUBLE

SWING GATE 20 L.F.

OPENING

INTRUSION DETECTION CABLES

AND GAP SENSORS TO BE

REMOVED AND REPLACED,

SPLICING WILL NOT BE ALLOWED.

WORK TO BE COORDINATED WITH

ADVANTOR.

PROPOSED LANDSIDE

BITUMINOUS PAVEMENT,

143 S.Y.

PROPOSED 10' POST

AND PANEL WALL,

3 - 12' SECTIONS = 36 L.F.

PROPOSED 2' MOW

STRIP, TYP.

5'x5'

STOOP

5'x5'

STOOP

5'x5'

STOOP

PROPOSED

SIDEWALK, 1,087 S.F.

5'x8'

STOOP

(BASE BID)

PROPOSED SIDEWALK

(OLI 1), 141 S.F.

6'-10" x 10'-11"

MECHANICAL

PAD

2' MOW STRIP (BASE

BID), REMOVE FOR OLI 1

2' MOW STRIP (BASE

BID), REMOVE FOR OLI 1

2' MOW STRIP (OLI 1)

PAINT

BOOTH

1)1

4546 47

52 53

58 59 60

77 78

FEDERAL AVIATION

ADMINISTRATION CABLE IN THIS

AREA, APPROXIMATELY 24" DEEP.

THIS CABLE CANNOT BE SPLICED

IF CUT AND WOULD NEED

REPLACED ITS ENTIRE LENGTH.

PROPOSED

LANDSIDE

BITUMINOUS

PAVEMENT (OLI 2),

3,060 S.Y.

0 15' 30' 60' N

EXISTING PROPOSED LEGEND

BITUMINOUS PAVEMENT

PCC PAVEMENT

PCC SIDEWALK

WATER

ELECTRIC

GAS

COMMUNICATION

STORM

FENCE

STORM/SANITARY STRUCTURE

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

FSB2020-270-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

NWC / JBC

F-

-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in

Ai r N at io na l G ua rd

54321

DECEMBER 23, 2021

LDH

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

PROPOSED PLAN

C-401

LDH

HLE

ADDENDUM 2 06/08/20221

OLI - OPTIONAL LINE ITEM

AutoCAD SHX Text

SEE UTILITY PLAN FOR PROPOSED UTILITY INFORMATION

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

FSB2020-270-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

NWC / JBC

F-

-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in

Ai r N at io na l G ua rd

54321

DECEMBER 23, 2021

LDH

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

TYPICAL SECTION AND

PAVEMENT DETAILS

HLE

LDH

C-402

ADDENDUM 2 06/08/20221

AutoCAD SHX Text

VARIES (SEE STAKING PLAN)

AutoCAD SHX Text

TYPICAL APRON SECTION

AutoCAD SHX Text

1. PROPOSED 12 INCH PCC PAVEMENT PROPOSED 12 INCH PCC PAVEMENT 2. PROPOSED 12 INCH STONE PROPOSED 12 INCH STONE 3. PROPOSED COMPACTED SUBGRADE OR FILL MATERIALPROPOSED COMPACTED SUBGRADE OR FILL MATERIAL

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

%%U SIDEWALK/STOOP/MOW STRIP CROSS SECTION DETAIL

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VARIES

AutoCAD SHX Text x

AutoCAD SHX Text

VARIES

AutoCAD SHX Text x

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 6"

AutoCAD SHX Text WITH 6x6-2.9x2.9 W.W.F.

AutoCAD SHX Text

PROPOSED CONCRETE SIDEWALK

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%%UNOTES

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1. JOINTS SHALL BE SPACED AT 6' MAX SPACING OR AS SPECIFIED. JOINTS SHALL BE SPACED AT 6' MAX SPACING OR AS SPECIFIED. 2. JOINTS SHALL BE CONTRACTION JOINTS. EXPANSION JOINTS WITH 1/2" PREFORMED JOINTS SHALL BE CONTRACTION JOINTS. EXPANSION JOINTS WITH 1/2" PREFORMED EXPANSION MATERIAL SHALL BE SPACED AT 36' MAX. INTERVALS. 3. 1/2" PREFORMED JOINT FILLER TO BE USED IN ALL LOCATIONS WHERE 1/2" PREFORMED JOINT FILLER TO BE USED IN ALL LOCATIONS WHERE SIDEWALK IS ADJACENT TO EXISTING PAVEMENT.

AutoCAD SHX Text

6 INCH AGGREGATE BASE COURSE

AutoCAD SHX Text

AutoCAD SHX Text POLYETHYLENE OR POLYESTER TAPE (3 MIL. MIN.) OR MARKING TAPE, RUBBER TAPE, 1/8" WIDER THAN WIDTH OF JOINT.

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

NEW PCC PAVEMENT

AutoCAD SHX Text

NEW PCC SIDEWALK

AutoCAD SHX Text

SEE SEALANT DETAIL 1

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AGGREGATE BASE COURSE

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%%UDETAIL 1 - SEALANT

AutoCAD SHX Text

1/4" MAX. BELOW PAVEMENT

AutoCAD SHX Text

1/4" RADIUS OR CHAMFER

AutoCAD SHX Text

SILICONE SEALANT 1 ± 1/8" DEPTH

AutoCAD SHX Text

PREFORMED JOINT FILLER, ASTM 1751

AutoCAD SHX Text

BOND BREAKER

AutoCAD SHX Text

2.0% AND VARIES

AutoCAD SHX Text

PAVEMENT SECTION - ASPHALT - AIRSIDE

AutoCAD SHX Text

1. PROPOSED 2" BITUMINOUS SURFACE COURSE 2. PROPOSED TACK COAT 3. PROPOSED 3" BITUMINOUS BASE COURSE 4. PROPOSED BITUMINOUS PRIME COAT 5. PROPOSED 12" AGGREGATE BASE COURSE 6. PROPOSED COMPACTED SUBGRADE OR FILL MATERIAL

AutoCAD SHX Text

2.0% AND VARIES

AutoCAD SHX Text

PAVEMENT SECTION - ASPHALT - LANDSIDE

AutoCAD SHX Text

1. PROPOSED 2" BITUMINOUS SURFACE COURSE 2. PROPOSED TACK COAT 3. PROPOSED 2" BITUMINOUS BASE COURSE 4. PROPOSED BITUMINOUS PRIME COAT 5. PROPOSED 12" AGGREGATE BASE COURSE 6. PROPOSED COMPACTED SUBGRADE OR FILL MATERIAL

AutoCAD SHX Text

EXISTING MITCHELL STREET PAVEMENT SECTION

AutoCAD SHX Text

1. 4" ASPHALT PAVEMENT 4" ASPHALT PAVEMENT 2. 15" AGGREGATE BASE COURSE15" AGGREGATE BASE COURSE

AutoCAD SHX Text

EXISTING BID OPTION 2 ASPHALT PAVEMENT SECTION

AutoCAD SHX Text

1. 5" ASPHALT PAVEMENT 5" ASPHALT PAVEMENT 2. 12" AGGREGATE BASE COURSE12" AGGREGATE BASE COURSE

AutoCAD SHX Text

EXISTING PCC APRON PAVEMENT SECTION

AutoCAD SHX Text

1. 12" PCC PAVEMENT 12" PCC PAVEMENT 2. 12" AGGREGATE BASE COURSE12" AGGREGATE BASE COURSE

AutoCAD SHX Text

ACI AMERICAN CONCRETE INSTITUTE

ADD'L ADDITIONAL

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ANCH ANCHOR

AR ANCHOR ROD

ARCH ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASD ALLOWABLE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AT/FP ANTI-TERRORISM FORCE PROTECTION

AWS AMERICAN WELDING SOCIETY

BM BEAM

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE

BR BRACING

BRG BEARING

BTWN BETWEEN

CFMF COLD FORMED METAL FRAMING

CJ CONSTRUCTION JOINT

CENTER LINE

CL CENTER LINE

CL COLLATERAL LOAD

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONNX CONNECTION

CONT CONTINUOUS

COORD COORDINATE

CR CENTER OF RADIUS

DBA DEFORMED BAR ANCHOR

DBE DECK BEARING ELEVATION

DEG DEGREE

db DIAMETER BAR

DIA DIAMETER

DL DEAD LOAD

DN DOWN

DWLS DOWELS

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATION

EQ EQUAL

EQUIV EQUIVALENT

EW EACH WAY

EXP EXPANSION

ºF/C DEGREES FAHRENHEIT/CELSIUS

FF FINISH FLOOR

FFE FINISHED FLOOR ELEVATION

FIN FINISH

FLR FLOOR

FLG FLANGE

FND FOUNDATION

FT FOOT/FEET

FTG FOOTING

FS FAR SIDE

GA GAGE

GALV GALVANIZED

GB GRADE BEAM

HORIZ HORIZONTAL

IBC INTERNATIONAL BUILDING CODE

IMWP INSULATED METAL WALL PANEL

IN INCH/INCHES

JB JOIST BEARING

JST JOIST

JT JOINT

LBS POUNDS

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LRFD LOAD AND RESISTANCE FACTOR DESIGN

LSH LONG SIDE HORIZONTAL

LSSH LONG SLOTTED HOLES

MBM METAL BUILDING MANUFACTURER

MFR MANUFACTURER

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFG MANUFACTURER

MIN MINIMUM

MPH MILES PER HOUR

NS NEAR SIDE

NSG NON-SHRINK GROUT

NTS NOT TO SCALE

OC ON CENTER

OH OPPOSITE HAND

OPNG OPENING

OVS OVERSIZED

PERIM PERIMETER

PL PLATE

± PLUS/MINUS

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

REF REFER

REINF REINFORCE/REINFORCING

REQ'D REQUIRED

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SF SQUARE FEET

SIM SIMILAR

SJ SAWCUT JOINT

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SSLT SHORT SLOTTED HOLES

SSMA STEEL STUD MANUFACTURERS

ASSOCIATION

STD STANDARD

STIFF STIFFENER

TC TENSION CONTROL

TO TOP OF

TOF TOP OF FOUNDATION/FOOTING

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WL WIND LOAD

WP WORKING POINT

WWF WELDED WIRE FABRIC

WWR WELDED WIRE REINFORCEMENT

ABBREVIATIONS DESIGN CRITERIA:

GOVERNING BUILDING CODE: IBC 2018

BUILDING RISK CATEGORY: III

DESIGN LOADS:

DEAD LOADS:

ROOF SYSTEM ...................................................... 20 PSF SUPERIMPOSED

FUTURE PHOTOVOLTAIC PANELS ...................... 10 PSF

FRAMING................................................................. ACTUAL WEIGHT OF MATERIALS, UNLESS NOTED OTHERWISE

INSULATION............................................................ 1 PSF

CEILING COLLATERAL........................................... 3 PSF

MISCELLANEOUS .................................................. 5 PSF

MECHANICAL/ELECTRICAL/PLUMB...................... 5 PSF

LIVE LOADS:

ROOF (NON-REDUCIBLE)....................................... 20 PSF

TRAFFIC LOAD AT HANGAR ................................. F-35 (70400 LBS)

SNOW LOAD: (ASCE 7-16 AND WBDG WEBSITE)

BASIC GROUND SNOW LOAD, (Pg)....................... 30 PSF

TERRAIN CATEGORY............................................. C

ROOF EXPOSURE................................................... PARTIAL

EXPOSURE FACTOR, (Ce)...................................... 1.0 THERMAL FACTOR, (Ct).......................................... 1.0 SLOPE FACTOR, (Cs).............................................. 1.0 IMPORTANCE FACTOR, (Is).................................... 1.10 FLAT ROOF SNOW, (Ps).......................................... 23.1 PSF

WIND LOAD: (ASCE 7-16 AND WBDG WEBSITE)

BUILDING DESIGN:

BASIC WIND SPEED................................................. 115 MPH

EXPOSURE CATEGORY........................................... C

TOPOGRAPHIC FACTOR, (Kzt)............................... 1.0

BUILDING ENCLOSURE CATEGORY....................... ENCLOSED ADMIN

PARTIALLY ENCLOSED HANGARS

SEISMIC DESIGN DATA: (ASCE 7-16 AND WBDG WEBSITE)

SHORT PERIOD ACCELERATION, Ss ................... 0.074 g LONG PERIOD ACCELERATION, S1...................... 0.048 g

SOIL SITE CLASS ................................................... D

SITE COEFFICIENT, Fa .......................................... 1.6 SITE COEFFICIENT, Fv .......................................... 2.4 DESIGN SPECTRAL ACCELERATION, SDs .......... 0.079 g DESIGN SPECTRAL ACCELERATION, SD1 .......... 0.077 g

SEISMIC DESIGN CATEGORY .............................. B

ANALYSIS METHOD................................................ EQUIVALENT LATERAL FORCE

SEISMIC FORCE RESISTING SYSTEM.................. STEEL SYSTEMS NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE

(HANGARS)

INTERMEDIATE REINFORCED

MASONRY SHEAR WALLS

(LOW ROOF AREA)

DESIGN BASE SHEAR............................................ 50 kips (LOW ROOF AREA) 16 kips (SINGLE BAY HANGAR) 20 kips (TWO BAY HANGAR)

R=3.0, Ω=3.0, Cd=3.0, I=1.25, Cs=0.033 (HANGARS) R=3.5, Ω=2.5, Cd=2.25, I=1.25, Cs=0.028 (LOW ROOF AREA)

TEMPERATURE:

STRUCTURE SHALL BE ANALYZED FOR T = +37,-53 °F (90 °F TOTAL ΔT )

MATERIAL DESIGN VALUES:

CONCRETE

ALL FOUNDATIONS AND NON HANGAR BAY SLABS ON GRADE

MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS

AND NORMAL WEIGHT CONCRETE ...................... 4,000 PSI

HANGAR BAY PAVEMENTS

FLEXURAL STRENGTH AT 90 DAYS .........................650 PSI

CONCRETE REINFORCEMENT(MINIMUM YIELD STRENGTH)

ALL DEFORMED BARS, UNLESS NOTED OTHERWISE.

(ASTM A615, GRADE 60)................................................ Fy = 60,000 PSI WELDED WIRE FABRIC (ASTM A185).......................... Fy = 60,000 PSI SMOOTH BARS (ASTM A82).......................................... Fy = 70,000 PSI DEFORMED BAR ANCHORS (ASTM A706)................... Fy = 60,000 PSI

STRUCTURAL STEEL (MINIMUM YIELD STRENGTH)

WIDE FLANGES (ASTM A992 OR A572, GR. 50).......... Fy = 50,000 PSI PIPES (ASTM A500, GRADE B)...................................... Fy = 42,000 PSI TUBES (ASTM A500, GRADE B)..................................... Fy = 46,000 PSI

ALL OTHER SHAPES AND PLATES

UNLESS NOTED OTHERWISE (ASTM A36)............. Fy = 36,000 PSI

ANCHOR RODS

(ASTM F 1554, WELDABLE GRADE 55).................... Fy = 55,000 PSI COLD FORMED STRUCTURAL SHAPES...................... Fy = 33,000 PSI (MIN)

MISCELLANEOUS NOTES:

1. REFERENCE DATUM ELEVATION 100'-0" IS EQUAL TO THE ACTUAL

FINISH FLOOR ELEVATION PROVIDED BY CIVIL. REFERENCED

ELEVATIONS ARE BASED ON THIS DATUM ELEVATION.

2. GENERAL NOTES AND TYPICAL DETAILS APPLY TO THE ENTIRE

PROJECT AND CONVEY ENGINEERING INTENT. SPECIFIC

DETAILS ARE NOT DRAWN FOR EVERY CONDITION OF

CONSTRUCTION OR ASSEMBLY. MANY CONDITIONS SIMILAR TO

THOSE DEPICTED EXIST AND THOSE SIMILAR CONDITIONS ARE

INCLUDED IN THE CONTRACT SCOPE OF WORK. THE

CONTRACTOR SHALL INCLUDE COST OF THE WORK FOR THESE

SIMILAR CONDITIONS. FUTURE CLARIFICATION OF DETAILS

SHALL NOT BE THE BASIS OF ADDITIONAL COMPENSATION FOR

THE CONTRACTOR.

CONSTRUCTION NOTES:

1. ALL INTERFERING PIPES, UTILITIES, AND FIXTURES WILL BE

RELOCATED BY CONTRACTOR AS REQUIRED.

2. THE CONTRACTOR IS HELD RESPONSIBLE FOR PROTECTION OF

PERSONNEL AND EQUIPMENT DURING THE COURSE OF

OPERATIONS ACCORDING TO CURRENT SAFETY REGULATIONS.

3. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER COPIES OF

ALL SHOP DRAWINGS OF NEW WORK FOR APPROVAL.

4. THE CONTRACTOR SHALL REPAIR ALL EXISTING WORK WHICH

HAS BEEN DAMAGED BY HIS CONSTRUCTION OPERATIONS AND

REMOVE ALL DEBRIS FROM THE SITE AFTER COMPLETION OF

THE PROJECT.

SOILS/FOUNDATION NOTES:

1. FOUNDATION RECOMMENDATIONS ARE BASED ON THE

GEOTECHNICAL REPORT PREPARED BY GESTRA DATED

SEPTEMBER 10, 2020 FOR PROPOSED AIR NATIONAL GUARD

F-35 HANGAR FACILITY, TRUAX FIELD, MADISON, WISCONSIN,

PROJECT NO.: M20046-10.

2. THE ALLOWABLE SOIL BEARING PRESSURE IS 1500 PSF.

SHALLOW FOOTINGS SHALL BEAR AT LEAST 48 INCHES BELOW

FINAL GRADE FOR FROST PROTECTION AND SHALL HAVE A

MINIMUM WIDTH OF 18 INCHES FOR CONTINUOUS FOOTINGS AND

24 INCHES FOR SPREAD FOOTINGS.

3. SHALLOW GROUNDWATER (4-5 FEET BELOW THE SURFACE AT

THE TIME OF THE GEOTECHNICAL INVESTIGATION DRILLING) IS A

CONCERN. SEASONAL VARIATIONS IN GROUNDWATER

ELEVATION AND THE NEED TO PLACE FOUNDATIONS AT LEAST

48 INCHES BELOW FINISH GRADE MAY REQUIRE DEWATERING

DURING CONSTRUCTION. FOR EXCAVATIONS EXTENDING BELOW

THE GROUND WATER TABLE A FORMAL DEWATERING PLAN IS

REQUIRED TO LOWER THE GROUND WATER AT LEAST 2 FEET

BELOW THE BOTTOM OF THE EXCAVATION. EXCAVATIONS FOR

SHALLOW FOUNDATIONS MAY ALSO REQUIRE ADDITIONAL

EXCAVATION AND REPLACEMENT WITH OPEN GRADED

GRANULAR FILL OVERLYING A GEOTEXTILE TO PROVIDE A

STABLE WORKING SURFACE.

4. AFTER EXCAVATING, FOOTINGS SHOULD BE INSPECTED AND

CONCRETE PLACED AS QUICKLY AS POSSIBLE TO AVOID

EXPOSURE TO WETTING AND DRYING.

5. WATER SHOULD NOT BE ALLOWED TO COLLECT IN THE

EXCAVATIONS OR NEAR THE FOUNDATIONS AND FLOOR SLAB

AREAS OF THE BUILDINGS DURING CONSTRUCTION.

6. ALL VEGETATION, TOPSOIL, SOFT OR LOOSE SOIL, CONCRETE,

ASPHALT, OLD FOUNDATIONS AND DELETERIOUS MATERIALS

SHALL BE STRIPPED FROM THE BUILDING SITE. STRIPPING AND

UNDERCUTTING SHALL EXTEND A MINIMUM OF 5 FEET BEYOND

THE BUILDING PERIMETER AND THE DEPTH SHALL BE AS

DETERMINED BY THE GEOTECHNICAL ENGINEER.

7. AFTER STRIPPING THE SITE BUT PRIOR TO PLACING FILL THE

SITE SHALL BE COMPACTED. ANY AREAS OF SIGNIFICANT

DEFLECTION DURING COMPACTION MAY BE DISKED, DRIED, AND

RE-COMPACTED IF WEATHER PERMITS, OR REMOVED AND

REPLACED WITH ENGINEERED FILL. AFTER THE INITIAL

COMPACTION THE SITE SHALL BE PROOF ROLLED WITH A 20 TON

TANDEM AXLE DUEL WHEEL DUMP TRUCK. A GEOTECHNICAL

ENGINEER OR THEIR DESIGNATED REPRESENTATIVE SHOULD BE

PRESENT DURING THE PROOF ROLLING PROCESS IN ORDER TO

IDENTIFY SOFT OR UNSTABLE AREAS, IF ANY, AND

SUBSEQUENTLY RECOMMEND REMEDIATION PROCEDURES.

SOFT AREAS OF SUBGRADE THAT DEFLECT MORE THAN 1 INCH

OR SHOW PERMANENT DEFORMATION GREATER THAN 1 INCH

SHALL BE REMEDIATED. WHERE SUBGRADE REMEDIATION IS

NEEDED THE TYPE OF REMEDIATION AND THE DEPTH NEEDED

SHOULD BE DETERMINED AT THE TIME OF CONSTRUCTION

BASED ON DRAINAGE, WEATHER AND SOIL CONDITIONS. REFER

TO THE GEOTECHNICAL REPORT FOR REMEDIATION OPTIONS.

8. AFTER PROOF ROLLING AND ANY REQUIRED REMEDIATION THE

SUBGRADE SOILS SHALL BE SCARIFIED TO A DEPTH OF 8

INCHES, MOISTURE CONTENT ADJUSTED TO WITHIN (+/-) 2

PERCENT THE OPTIMUM MOISTURE CONTENT, AND COMPACTED

TO 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY

DENSITY.

9. AFTER INSPECTION OF THE SUBGRADE, STRUCTURAL FILL

MATERIAL SHALL BE PLACED IN LIFTS BETWEEN 6 AND 12

INCHES. EACH LIFT OF STRUCTURAL FILL MATERIAL SHALL HAVE

THE MOISTURE CONTENT ADJUSTED TO WITHIN (+/-) 2 PERCENT

OF THE OPTIMUM MOISTURE CONTENT, AND COMPACTED TO 95

PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY.

10. THE GEOTECHNICAL ENGINEER SHALL PROVIDE

RECOMMENDATIONS FOR SUITABLE TYPES OF ENGINEERED

FILL. WHERE UNSUITABLE SOILS ARE ENCOUNTERED AT THE

BASE OF THE FOUNDATIONS, SOIL CORRECTION SHOULD

CONSIST OF ADDITIONAL EXCAVATION TO REMOVE THE

UNSUITABLE SOILS TO A DEPTH AS DETERMINED BY THE

GEOTECHNICAL ENGINEER. THESE OVER EXCAVATIONS SHALL

BE FILLED WITH ENGINEERED FILL AS GIVEN IN NOTE 9.

ALTERNATELY A LEAN CONCRETE WITH A MINIMUM

COMPRESSIVE STRENGTH OF 500 PSI CAN BE USED TO FILL THE

OVER-EXCAVATION TO THE BOTTOM OF THE FOUNDATION.

CONCRETE CONSTRUCTION NOTES:

1. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING

BARS, UNLESS NOTED OTHERWISE, SHALL FOLLOW THE LATEST

EDITION ACI DETAILING MANUAL, DETAILS AND DETAILING OF

CONCRETE REINFORCEMENT, ACI MANUAL OF ENGINEERING

AND PLACING DRAWINGS FOR REINFORCED CONCRETE

STRUCTURES, ACI SPECIFICATIONS FOR STRUCTURAL

CONCRETE FOR BUILDINGS AND THE PROVISIONS OF ACI

"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"

(ACI 318-APPLICABLE EDITION).

2. UNLESS NOTED OTHERWISE, LAP SPLICES OR EMBEDMENT

LENGTHS SHALL CONFORM TO ACI REQUIREMENTS FOR CLASS B

SPLICES. REFER TO CONCRETE REINFORCEMENT LAP LENGTH

SCHEDULE.

3. UNLESS NOTED OTHERWISE, CONCRETE COVER OVER STEEL

REINFORCEMENT SHALL CONFORM TO MINIMUM REQUIRED BY

ACI 318-APPLICABLE EDITION.

4. AT INTERSECTING FOUNDATIONS AND CURBS EXTEND ALL

HORIZONTAL REINFORCING OF THE INTERSECTING MEMBER

BEYOND THE POINT OF INTERSECTION TO THE OPPOSITE FACE

AND BEND TO A STANDARD 90 DEGREE HOOK, OR PROVIDE

BENT DOWELS OF EQUAL SIZE AND SPACING AND LAP AS

REQUIRED BY NOTE 2 (BUT NOT LESS THAN 24") IN EACH

DIRECTION.

5. AT FOUNDATION AND CURB CORNERS, PROVIDE TOP AND

BOTTOM CORNER BARS. NUMBER, SIZE AND SPACING OF

CORNER BARS SHALL BE EQUAL TO NUMBER, SIZE AND SPACING

OF HORIZONTAL REINFORCING WITH WHICH THEY LAP AND

SHALL EXTEND 40 BAR DIAMETERS IN EACH DIRECTION. IF

REINFORCING MEETING AT THE CORNER IS OF DIFFERENT SIZE,

CORNER BAR SHALL MATCH THE LARGER OF THE BARS. BOTH

LEGS OF CORNER BARS SHALL BE EQUAL LENGTH.

6. TOP AND BOTTOM STEEL REINFORCING OF CONTINUOUS

FOOTINGS SHALL PASS THROUGH THE CONFINED CORE OF THE

COLUMN FOOTINGS. CONTINUOUS FOOTING TIE/STIRRUPS

SHALL START WITHIN 3" OF FACE OF COLUMN FOOTING.

7. ALL REINFORCING SHALL BE SUPPORTED FROM THE INTERIOR

OF THE CONCRETE ELEMENTS. PROVIDE ALL STANDS

REQUIRED TO ADEQUATELY HOLD REINFORCEMENT IN PLACE

DURING CONCRETE PLACEMENT.

8. PROVIDE SLEEVES IN SLABS AND FOUNDATION FOR ALL

PENETRATIONS (DO NOT DRILL). LOCATIONS MUST BE

APPROVED BY ARCHITECT-ENGINEER. REFER TO DETAIL

FOR PIPE PENETRATIONS THROUGH GRADE BEAMS.

9. UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS,

PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES.

10. PROVIDE CONCRETE EQUIPMENT PADS OF SIZE REQUIRED FOR

EQUIPMENT FURNISHED. SEE MECHANICAL AND ELECTRICAL

DRAWINGS FOR NUMBER, SIZE AND LOCATION OF SUCH PADS

ON THE FLOOR SLAB UNLESS OTHERWISE SHOWN. REFER TO

DETAIL FOR REINFORCEMENT INFORMATION.

11. THE SIZE AND LOCATION OF ALL EQUIPMENT PADS, FLOOR PITS,

TRENCH DRAINS AND OPENINGS FOR ALL DUCTS AND PIPES

THROUGH FLOOR SLABS AND FOOTINGS SHALL BE VERIFIED

WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS

REQUIREMENTS PRIOR TO PLACEMENT.

12. ALL CONCRETE SLAB ACCESSORIES (TRENCHES, GRATING,

EMBEDDED ITEMS, ETC.) SHALL BE DESIGNED FOR THE UNIFORM

AND CONCENTRATED LIVE LOADS ON THIS SHEET.

13. LOCALLY SLOPE THE SLAB TO FLOOR DRAINS WITH AN 18"

RADIUS AROUND THE DRAIN BODY. REFER PLUMBING FOR

ADDITIONAL FLOOR DRAIN INFORMATION.

14. REFER TO THE PLUMBING SPECIFICATIONS FOR THE USE OF

SLEEVES AND SEALANTS AT PLUMBING PENETRATIONS

THROUGH THE SLAB ON GRADE AND GRADE BEAM.

15. PROVIDE BOLLARDS AS REQUIRED BY ARCHITECTURAL SHEETS.

REFER TO DETAIL FOR ADDITIONAL INFORMATION.

B3 / S-003

D3 / S-003

B1 / S-003

REINFORCED MASONRY NOTES:

1. ALL CMU SHALL BE 1 OR 2-CELL BLOCK.

2. MASONRY DESIGN STRENGTH, F’m = 2,000 PSI.

3. MINIMUM MORTAR COMPRESSIVE STRENGTH SHALL BE 2,000 PSI

AT 28 DAYS.

4. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL

ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED

CONTINUOUS VERTICAL CELL NOT LESS THAN 2 INCHES BY 3

INCHES IN PLAN DIMENSION.

5. SLAB DOWELS SHALL BE INSTALLED PER THE CMU DETAILS.

POST-INSTALLED BARS WITH EPOXY ARE ALLOWED.

CONTRACTOR TO PROVIDE PRODUCT DATA. EMBEDMENT OF

BAR WITH EPOXY TO DEVELOP 125% OF NOMINAL YIELD STRESS

OF BAR.

6. LOCATION OF CONTROL JOINTS SHALL BE AS SHOWN ON CMU

ELEVATION SHEETS AND DETAILS OF CONTROL JOINTS SHALL

BE AS SHOWN, REFER TO TYPICAL MASONRY DETAILS.

7. REFER TO ARCHITECTURAL DRAWINGS FOR ALL CMU WALL

INFORMATION NOT SHOWN IN STRUCTURAL.

8. AN ADDITIONAL VERTICAL BAR OF THE SAME SIZE AND LENGTH

AS THE NORMAL REINFORCING BAR SHALL BE PLACED:

A. ON EACH SIDE OF CONTROL JOINTS

B. AT ALL WALL INTERSECTIONS OF EXTERIOR WALLS

C. AT ALL DISCONTINUOUS EDGES

D. AT ALL DOOR AND WINDOW JAMS

E. AS SHOWN ON STRUCTURAL DRAWINGS

9. CMU LINTELS SHALL USE THE BARS AS REQUIRED PER TYPICAL

CMU WALL OPENING DETAIL AND CMU LINTEL TYPES, UNLESS

NOTED OTHERWISE. ALL OPENINGS GREATER THAN 2 FEET

SHALL HAVE A LINTEL.

10. CELLS WHICH CONTAIN REINFORCING STEEL SHALL BE FILLED

SOLIDLY WITH 2,000 PSI COARSE GROUT MEETING THE

REQUIREMENTS OF ASTM C476.

11. PROVIDE BOND BEAMS AT ELEVATION 98'-8", 99'-4", 103'-4",

107'-4", EVERY 6TH COURSE UNLESS AT TOP OF WALL. IF AT TOP

OF WALL PROVIDE TOP TWO COURSES AS BOND BEAMS.

REINFORCE 8" CMU BOND BEAMS WITH (1) #5 CONT AND 12" CMU

BOND BEAMS WITH (2) #5 CONT.

STEEL CONSTRUCTION NOTES:

1. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND

ERECTED IN ACCORDANCE WITH THE APPLICABLE EDITIONS OF

THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES" AND THE AISC "SPECIFICATION FOR STRUCTURAL

STEEL BUILDINGS", AND AS SUPPLEMENTED BY THESE GENERAL

NOTES IN ADDITION TO THE PROJECT SPECIFICATIONS.

2. THE STEEL CONTRACTOR SHALL FURNISH ERECTION BOLTS AS

REQUIRED FOR FIELD CONNECTIONS.

3. ALL BEAMS THAT ARE REQUIRED TO HAVE CAMBER SHALL BE

FABRICATED WITH CAMBERS UPWARD. BEAMS WITHOUT

SPECIFIED CAMBER SHALL BE FABRICATED SUCH THAT AFTER

ERECTION ANY CAMBER DUE TO ROLLING OR SHOP

FABRICATION IS UPWARD.

4. ALL SHOP AND FIELD WELDS SHALL BE MADE IN ACCORDANCE

WITH THE ANSI/AWS "D1.1 STRUCTURAL WELDING CODE -

STEEL", APPLICABLE EDITION.

5. UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A325-N

WITH SUITABLE WASHERS AND NUTS.

6. SUBSTITUTION OF EXPANSION ANCHORS FOR EMBEDDED

ANCHORS SHOWN ON THE DRAWING WILL NOT BE PERMITTED.

7. CUTS, HOLES, COPING, ETC. REQUIRED FOR WORK OF OTHER

TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE

IN THE SHOP. CUTS OR BURNING OF HOLES IN STRUCTURAL

STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED.

8. THE ERECTION CONTRACTOR SHALL SURVEY ANCHOR RODS

AND REPORT ANY DISCREPANCIES FROM THE CONTRACT

DOCUMENTS TO THE ARCHITECT-ENGINEER. ALL CORRECTIONS

TO WORK MUST BE APPROVED IN WRITING BY THE ARCHITECT-

ENGINEER PRIOR TO THE START OF ERECTION.

9. REFER TO ARCHITECTURE FOR ADDITIONAL MISCELLANEOUS

STEEL NOT SHOWN IN THE STRUCTURAL DRAWINGS.

10. ALL ADDITIONAL FRAMING REQUIRED TO SUPPORT OR BRACE

MECHANICAL OR ELECTRICAL EQUIPMENT OR PIPING NOT

SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE SUPPLIED

BY THE MECHANICAL OR ELECTRICAL CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER. CONTRACTOR TO CAREFULLY

COORDINATE AND DESIGN BRACING AND SUPPORT STRUCTURES

TO NOT OVERLOAD THE FRAMING SHOWN IN THESE

DOCUMENTS.

STEEL DECK NOTES:

1. ALL STEEL DECK SHALL SPAN A MINIMUM OF (3) SPANS IN THE

DIRECTION SHOWN ON THE FRAMING PLANS.

2. FOR DECK TYPE ORIENTATION AND FASTENER PATTERN REFER

TO THE COMPOSITE ROOF FRAMING PLAN.

3. PIPES, CONDUITS, DUCTS AND OTHERS ITEMS HANGING FROM

ROOF SHALL BE ATTACHED TO THE BOTTOM FLANGE OF A BEAM.

HANGING FROM THE BOTTOM OF DECK IS NOT PERMITTED.

PROVIDE KICKERS FOR SUSPENDED MECHANICAL EQUIPMENT.

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

FSB2020-270-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

NWC / JBC

F-

3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin

Ai r N at io na l G ua rd

54321

DECEMBER 23, 2021

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.rvt 6/7/2022 9:10:2 1 A

GENERAL NOTES

S-001

TJD

ICH

1 ADDENDUM 2 06/08/2022

IS C O NS IN

P R

O F

S S I O N A L

E N G

I N E

E R

GENE O.

BROWN

E-47748

SUPPORTING MEMBER

OPENING

SUPPORTING MEMBER

L4x3x1/4 LLV FOR SPANS ≤ TO 4'-0" L5x3x1/4 LLV FOR SPANS > 4'-0" < 6'-0"

L6x4x3/8 LLV FOR SPANS > 5'-0" < 8'-0" L5x3x1/4 LLV FOR SPANS ≤ TO 5'-0"

NOTES:

1. DECK TO BE FASTENED TO ALL ANGLES.

2. PROVIDE ANGLE FRAME FOR ALL

OPENINGS LARGER THAN 6" IN ANY

DIRECTION.

L3x3x1/4x0'-4"

(WELD TO SUPPORTING MEMBER)

WELD ALL EXPOSED SURFACES

TYPICAL FOR ROOF OPENING

FRAMES INSTALLED AFTER

STEEL DECK IS IN PLACE

TYP FOR ROOF OPENING

FRAMES INSTALLED BEFORE

STEEL DECK IS IN PLACE 3/16

3/16

TYP

3/16 3/16

TYP

1/4

23'-10" 22'-0" 22'-6"

'-4

'-6

'-4

SF210

W14X22

(ABOVE)

W14X22

(ABOVE)

SF210

'-4

SF210

'-0

15'-2" 38'-0"

28'-4" 28'-4"

SF210

16'-5" 38'-0"

'-2

'-0

18'-0" 18'-0"

'-9

'-0

7' -0

'-1 0"

W14X22

(ABOVE)

W14X22

(ABOVE)

W14X22

(ABOVE)

W14X22

(ABOVE)

W14X22

(ABOVE)

W14X22

(ABOVE)

W14X22

(ABOVE)

W14X22

(ABOVE)

TYP

5/16

FALL ARREST PROTECTION

SYSTEM AT ROOF

ROOF FRAMING

(REF PLAN)

1' -5

" M

4" ROUND PIPE MAX

REFER HIGH ROOF FRAMING PLAN

L4X4X1/4

2-1/2X2-1/2X1/4

STIFFENER TYP

1 3/16

3 SIDES

TYP

3/4" DIA BOLT

TYP

SELF-LOCKING

CARABINER W/ 3/4" GATE

OPENING

ULTRA-LOCK SELF

RETRACTING LIFELINE (SRL)

25 FT

TROLLEY ANCHORAGE

CONNECTOR

W12X45 FALL ARREST

SUPPORT

BOS

125'-0"

" M

W BEAM (REF PLAN)

W12X45 FALL ARREST BEAM

HSS4X4X1/4 POST

3/8"X5"X8" PL W/ (2)

3/4" DIA BOLT A325-N

L2-1/2X2-1/2X1/4 KICKER

1/4" PL W/ (1) 3/4" DIA BOLT TYP

1/4

1/4 1/4

2 1/2" 1 1/2" 1 1/2"

2 1/2"

7" 3"

1/4 6 1/4 6

TYP

3/8"X6"X9 1/2" PL

NOTE: ADJUST DIMENSION

OF THE 3/8" PL AT SLOPED

W BEAM MEMBERS

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

FSB2020-270-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

NWC / JBC

F-

3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin

Ai r N at io na l G ua rd

54321

DECEMBER 23, 2021

C :\U sers\ich\D o cum ents\M y R evit\02700_Stru_ih ortonXV Z5D

.rvt 6/7/2022 9:10:2 0 A

FALL ARREST DIAGRAM

S-002

TJD

ICH

SCALE: NTS

ROOF FRAMED OPENINGA3SCALE: NTS

FALL ARREST DIAGRAMA1

SCALE: NTS

FALL ARREST PROTECTION SYSTEM AT ROOFB3

SCALE: NTS

FALL ARREST SECTIONC3

SCALE: NTS

FALL ARREST POST DETAILD4

1 ADDENDUM 2 06/08/2022

IS C O NS IN

P R

O F

S S I O N A L

E N G

I N E

E R

GENE O.

BROWN

E-47748

GFEC

MK LD

A.3

C.2 G.6F.7B.7

4.3

10'-10" 45'-1 1/2" 23'-10" 22'-0" 22'-6" 9'-0"

3' -1

9' -9

'-7

7' -3

'-0

'-6

'-1

9' -6

'-6

8' -9

'-6

'-0

'-1

'-4

9' -0

'-0

'-8

'-4

35'-10 3/8" 14'-2 3/8" 5'-10 3/4"

2'-8 1/4"

10'-10 5/8" 25'-8 1/8" 35'-2 3/4"

2'-11" 20'-6" 20'-8" 20'-6"

BRACING

MATCHLINE

-2

1. PROVIDE BOTTOM FLANGE BRACES ON ALL PERIMETER ROOF

BEAMS AS SHOWN ON DETAILS.

2. ALL SUSPENDED MECHANICAL, ELECTRICAL AND FIRE

PROTECTION PIPES OR EQUIPMENT SHALL BE SUPPORTED BY

BEAMS. PROVIDE KICKERS AS NEEDED. ATTACHMENT TO

METAL DECK FROM BELOW IS NOT ALLOWED.

3. LOCATION AND WEIGHTS OF MECHANICAL EQUIPMENT SHOWN

ON PLAN ARE BASIS OF DESIGN. VERIFY WITH MECHANICAL

FOR ADDITIONAL INFORMATION. GC TO COORDINATE FINAL

LOCATION AND WEIGHT WITH SUPPORT REQUIREMENTS.

LOW ROOF FRAMING PLAN NOTES

2 MECHANICAL ROOF TOP UNIT OR MAKE UP AIR UNIT. REFER

TO MECHANICAL FOR UNIT SCHEDULING. GC TO COORD

FINAL LOCATION OF THE W8X18 SUPPLEMENTARY STEEL TO

SUPPORT UNIT CURBS ONCE FINAL UNITS HAVE BEEN

SELECTED. GC TO COORDINATE OPENINGS THRU ROOF OR

WALL AND PROVIDE ANGLE FRAMING FOR ROOF OPENING

AND COLD FORMED FRAMING AT WALL OPENINGS.

MECHANICAL EXHAUST FAN. REFER TO MECHANICAL

DRAWINGS FOR FAN SCHEDULING. PROVIDE ANGLE FRAME

AT EXHAUST FAN TO SUPPORT DUCT PENETRATION IN THE

DECK AND THE EXHAUST FAN CURB PER DETAIL .

GC TO COORD LOCATION OF ANGLE FRAME ONCE FINAL

UNIT SIZE AND LOCATION HAVE BEEN SELECTED.

A3 / S-002

1 ROOF DECKING

1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED

WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT ALL

SUPPORTS AND AT PERIMETER. PROVIDE #10 TEK LAP

FASTENERS 20" OC.

4 PCA UNITS. PROVIDE STEEL FRAMING AS SHOWN ON

DETAIL . REFER TO MECHANICAL DRAWINGS

FOR UNIT SCHEDULING.

5 SKYLIGHTS AND SKYLIGHT OPENING FRAMING

6 CMU WALL BELOW. REFER TO FOUNDATION PLAN.

A1 / SF508

7 ROOF DECKING

1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED

WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT ALL

SUPPORTS AND AT PERIMETER. PROVIDE #10 TEK LAP

FASTENERS 6" OC.

8 EXPANSION JOINT ALONG WALL

9 MECHANICAL GAS PIPE ANCHOR. REFER TO DETAIL

A4/SF101.

COORDINATE FINAL LOCATION AND HEIGHT WITH THE

MECHANICAL CONTRACTOR.

C O

O R

D W

/ M

3/ 4"

CAP PLATE PLAN VIEW

1/4

TYP

1/4

TYP

(2) 3/8" "U" BOLTS

MECH PIPING

HSS3X0.25 POST

ROOFING BOOT JACK

REFER ARCH

6" RIGID INSULATION

REFER ARCH

ROOF DECK

REFER PLAN

ROOF BEAM

REFER PLAN

1/4" CAP PLATE

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

FSB2020-270-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

NWC / JBC

F-

3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin

Ai r N at io na l G ua rd

54321

DECEMBER 23, 2021N

PROJECT

KEYPLAN

PLAN TRUE

C :\U sers\ich\D o cum ents\M y R evit\02700_Stru_ih ortonXV Z5D

.rvt 6/7/2022 9:10:2 3 A

LOW ROOF FRAMING PLAN -

COMPOSITE

SF101

TJD

CTW

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

LOW ROOF FRAMING PLAN - COMPOSITEA1

0 8' 16' 32'

1/16" = 1'-0"

0 6" 1' 2'

1" = 1'-0"

SCALE: 1" = 1'-0"

TYPICAL MECHANICAL ROOF PIPE ANCHOR DETAILA4 1 ADDENDUM 2 06/08/2022

IS C O NS IN

P R

O F

S S I O N A L

E N G

I N E

E R

GENE O.

BROWN

E-47748

GFEC

MK LD

8C1

SF209

SF210

W18X35 W18X40

W18X35

W18X35 W21X44

W12X14

W 10X22

W10X12

14'-2 3/8" 5'-10 3/4" 2'-8 1/4"

10'-10 5/8" 25'-8 1/8" 35'-2 3/4" 2'-11"

20'-6" 20'-8" 20'-6"

3' -1

9' -9

'-7

'-6

'-0

'-1

'-4

9' -0

'-0

SF202

SF207

SF206

SF208

SF402

W16X26

4'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-0" 5'-0" 5'-0" 4'-9 1/4"

4'-0 1/8"

5'-0" 3'-9" 3'-9 1/4"

1'-7 1/4"

2'-11"

W18X35

3'-8" 5'-0" 5'-0" 5'-3 1/2" 4'-3 1/2"

5'-2" 5'-3" 4'-0" 5'-0"

1'-3 1/8" 3'-8 7/8"

5'-0" 5'-0" 4'-0"

4'-3 1/8" 8 7/8" 5'-0" 4'-9 5/8"

3'-11 3/4"

3'-4 3/8" 4'-7 3/8" 4'-2 1/2"

4'-9 1/2"

2'-10 1/4"

3' -6

7' -8

-9

4 1/4"

C.2 G.6F.7B.7

4.3

3/4"

1 1/2"

2' -3

-6

3' -6

1/ 2"

4'-1 3/8"

4 1/2"

4'-6" 4'-6"

1'-6 1/8"

HVU-1

1500 LBS

RTU

2670 LBS

72 LBS

2'-11"

1'-4 5/8"

1'-1 3/8"

W16X26

W16X26 W16X26

W16X26

BRACING

MATCHLINE

SEE A1 /

SF103

MATCHLINE

SEE A1 /

SF103

SF206

SF208

SF207

SF209

CMU

WALL

STEEL

FRAMING

X2 21' -0

SF504

SF502

TYP

SF502

TYP

SF507

TYP

PIPE RACK

(REFER ELEV)

GIRTS TYP

(REFER ELEV)

20'-1 1/8" 23'-10" 22'-0" 22'-6" 9'-0"

4'-9 1/4"

4'-0 1/8"

5'-0"

AT GRID 6

SF507

SIM

SF507

SIM

SF507

B43 1/2"

DECK BRG

116'-8 1/8"

DECK BRG

116'-8 1/8"

1. PROVIDE BOTTOM FLANGE BRACES ON ALL PERIMETER ROOF

BEAMS AS SHOWN ON DETAILS.

2. ALL SUSPENDED MECHANICAL, ELECTRICAL AND FIRE

PROTECTION PIPES OR EQUIPMENT SHALL BE SUPPORTED BY

BEAMS. PROVIDE KICKERS AS NEEDED. ATTACHMENT TO

METAL DECK FROM BELOW IS NOT ALLOWED.

3. LOCATION AND WEIGHTS OF MECHANICAL EQUIPMENT SHOWN

ON PLAN ARE BASIS OF DESIGN. VERIFY WITH MECHANICAL

FOR ADDITIONAL INFORMATION. GC TO COORDINATE FINAL

LOCATION AND WEIGHT WITH SUPPORT REQUIREMENTS.

LOW ROOF FRAMING PLAN NOTES

2 MECHANICAL ROOF TOP UNIT OR MAKE UP AIR UNIT. REFER

TO MECHANICAL FOR UNIT SCHEDULING. GC TO COORD

FINAL LOCATION OF THE W8X18 SUPPLEMENTARY STEEL TO

SUPPORT UNIT CURBS ONCE FINAL UNITS HAVE BEEN

SELECTED. GC TO COORDINATE OPENINGS THRU ROOF OR

WALL AND PROVIDE ANGLE FRAMING FOR ROOF OPENING

AND COLD FORMED FRAMING AT WALL OPENINGS.

MECHANICAL EXHAUST FAN. REFER TO MECHANICAL

DRAWINGS FOR FAN SCHEDULING. PROVIDE ANGLE FRAME

AT EXHAUST FAN TO SUPPORT DUCT PENETRATION IN THE

DECK AND THE EXHAUST FAN CURB PER DETAIL .

GC TO COORD LOCATION OF ANGLE FRAME ONCE FINAL

UNIT SIZE AND LOCATION HAVE BEEN SELECTED.

A3 / S-002

1 ROOF DECKING

1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED

WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT ALL

SUPPORTS AND AT PERIMETER. PROVIDE #10 TEK LAP

FASTENERS 20" OC.

4 PCA UNITS. PROVIDE STEEL FRAMING AS SHOWN ON

DETAIL . REFER TO MECHANICAL DRAWINGS

FOR UNIT SCHEDULING.

5 SKYLIGHTS AND SKYLIGHT OPENING FRAMING

6 CMU WALL BELOW. REFER TO FOUNDATION PLAN.

A1 / SF508

7 ROOF DECKING

1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED

WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT ALL

SUPPORTS AND AT PERIMETER. PROVIDE #10 TEK LAP

FASTENERS 6" OC.

8 EXPANSION JOINT ALONG WALL

9 MECHANICAL GAS PIPE ANCHOR. REFER TO DETAIL

A4/SF101.

COORDINATE FINAL LOCATION AND HEIGHT WITH THE

MECHANICAL CONTRACTOR.

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

FSB2020-270-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

NWC / JBC

F-

3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin

Ai r N at io na l G ua rd

54321

DECEMBER 23, 2021N

PROJECT

KEYPLAN

PLAN TRUE

C :\U sers\ich\D o cum ents\M y R evit\02700_Stru_ih ortonXV Z5D

.rvt 6/7/2022 9:10:2 4 A

LOW ROOF FRAMING PLAN -

SECTOR ONE

SF102

TJD

GMR

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

LOW ROOF FRAMING PLAN - SECTOR ONEA1

0 4' 8' 16'

1/8" = 1'-0"

1 ADDENDUM 2 06/08/2022

IS C O NS IN

P R

O F

S S I O N A L

E N G

I N E

E R

GENE O.

BROWN

E-47748

A G

SF205D3

SF210

W12X26

W24X55

W10X22

C8X11.5

W10X22

W10X22 W10X22

W10X12

7' -3

'-0

'-6

'-1

8" 9'

-6

'-6

8' -9

10'-10" 45'-1 1/2" 23'-10" 22'-0" 22'-6" 9'-0"

SF201

SF202

SF204

SF203

W24X55

W24X55 W24X55

W16X26

W24X55

A.3

DOAS

1805 LBS

MAU

6065 LBS CCU

1830 LBS

HUM

800 LBS

HUM

1000 LBS

PCA

3500 LBS

PCA

3500 LBS

CCU

1825 LBS

HUM

800 LBS

MAU

6065 LBS

HUM

800 LBS

2' -9

4' -6

3' -2

4' -6

-0

4' -6

-6

5' -0

-0

4' -6

-6

5' -0

-0

4' -1

4' -0

-3

4' -0

-0

5' -0

-0

5' -0

-0

5' -0

1' -0

-1

1/ 8"

4' -0

-7

4'-1"

SF508

SIM

BRACING

6 6

MATCHLINE

SEE A1 /

SF102

MATCHLINE

SEE A1 /

SF102

ABOVE

N D

SF201

SF202

SF205

CMU

WALL

ELEV

STEEL

FRAMING

ELEV

SF203

SF502

SF504

SF507

TYP

SF507

B5 TYP

SF504

PIPE RACKS

(REFER ELEV)

PIPE RACKS

(REFER ELEV)

PIPE RACKS

(REFER ELEV)

PIPE RACKS

(REFER ELEV)

GIRTS (REFER ELEV)

SF211

'-4

SF502

SF210

1'-0"

1'-0"SF507

SF507

TYP

SF507

SIM

SF507

C4 TYP

UNO

SF507

C3SIM

SF507

D5 SIM

SF507

D5 SIM

D E

C K

-5

D E

C K

-8

DECK BRG

114'-7 1/4"

DECK BRG

116'-8 1/8"

MAU

690 LBS 2

SF-01 75 LBS

1. PROVIDE BOTTOM FLANGE BRACES ON ALL PERIMETER ROOF

BEAMS AS SHOWN ON DETAILS.

2. ALL SUSPENDED MECHANICAL, ELECTRICAL AND FIRE

PROTECTION PIPES OR EQUIPMENT SHALL BE SUPPORTED BY

BEAMS. PROVIDE KICKERS AS NEEDED. ATTACHMENT TO

METAL DECK FROM BELOW IS NOT ALLOWED.

3. LOCATION AND WEIGHTS OF MECHANICAL EQUIPMENT SHOWN

ON PLAN ARE BASIS OF DESIGN. VERIFY WITH MECHANICAL

FOR ADDITIONAL INFORMATION. GC TO COORDINATE FINAL

LOCATION AND WEIGHT WITH SUPPORT REQUIREMENTS.

LOW ROOF FRAMING PLAN NOTES

2 MECHANICAL ROOF TOP UNIT OR MAKE UP AIR UNIT. REFER

TO MECHANICAL FOR UNIT SCHEDULING. GC TO COORD

FINAL LOCATION OF THE W8X18 SUPPLEMENTARY STEEL TO

SUPPORT UNIT CURBS ONCE FINAL UNITS HAVE BEEN

SELECTED. GC TO COORDINATE OPENINGS THRU ROOF OR

WALL AND PROVIDE ANGLE FRAMING FOR ROOF OPENING

AND COLD FORMED FRAMING AT WALL OPENINGS.

MECHANICAL EXHAUST FAN. REFER TO MECHANICAL

DRAWINGS FOR FAN SCHEDULING. PROVIDE ANGLE FRAME

AT EXHAUST FAN TO SUPPORT DUCT PENETRATION IN THE

DECK AND THE EXHAUST FAN CURB PER DETAIL .

GC TO COORD LOCATION OF ANGLE FRAME ONCE FINAL

UNIT SIZE AND LOCATION HAVE BEEN SELECTED.

A3 / S-002

1 ROOF DECKING

1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED

WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT ALL

SUPPORTS AND AT PERIMETER. PROVIDE #10 TEK LAP

FASTENERS 20" OC.

4 PCA UNITS. PROVIDE STEEL FRAMING AS SHOWN ON

DETAIL . REFER TO MECHANICAL DRAWINGS

FOR UNIT SCHEDULING.

5 SKYLIGHTS AND SKYLIGHT OPENING FRAMING

6 CMU WALL BELOW. REFER TO FOUNDATION PLAN.

A1 / SF508

7 ROOF DECKING

1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED

WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT ALL

SUPPORTS AND AT PERIMETER. PROVIDE #10 TEK LAP

FASTENERS 6" OC.

8 EXPANSION JOINT ALONG WALL

9 MECHANICAL GAS PIPE ANCHOR. REFER TO DETAIL

A4/SF101.

COORDINATE FINAL LOCATION AND HEIGHT WITH THE

MECHA…

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File details come from the government source that posted it. Updated Jun 9, 2022.