A.07.23_Solicitaiton_3_of_3.pdf

PDF 38 MB Posted Aug 23, 2017

Attached to: Medevac Aircraft Maintenance Hangar, Yakima Training Center, WA
Solicitation number: W912DW-17-B-0004
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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MEDEVAC AIRCRAFT MAINTENANCE HANGAR, YAKIMA TRAINING CENTER

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17B0004-0004.pdf	PDF	Sep 14, 2017
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A.07.23_-_17B0004-0002.pdf	PDF	Sep 11, 2017
Solicitation_2_of_3_-_Technical_Specifications.pdf	PDF	Aug 25, 2017
YTC_ACCESS_ROSTER.pdf	PDF	Aug 25, 2017
A.07.23_Solicitation_W912DW-17-B-0004_1_of_3_(004).pdf	PDF	Aug 23, 2017
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PROJECT NO.

TASK ORDER NO: EC07

P2 NO.

FISCAL YEAR 2017

CONTRACT NO:

Seattle District

US Army Corps of Engineers ®

Jacobs Engineering Group Inc.

Texas Registered Engineering Firm F-2966

777 Main Street

Fort Worth, Texas 76102

TEL: (817) 735-6000

FAX: (817) 735-6148

CORRECTED FINAL

MEDEVAC Aircraft Maintenance Hangar

Expansion

JE Proj. No. FDZD7311

CHIEF, SPECS AND TECH REVIEW DATE

REVIEWED BY:

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL

RECOMMENDATION AND APPROVAL OF ALL DRAWINGS IN THIS SET

AS SHOWN IN THE INDEX

CHIEF, DESIGN BRANCH DATE

ACCEPTANCE RECOMMENDED:*

CHIEF, ENGINEERING DIVISION DATE

APPROVED BY:*

*THIS PROJECT WAS DESIGNED UNDER THE SUPERVISION OF THE U.S. ARMY

CORPS OF ENGINEERS, JAPAN DISTRICT. INDIVIDUALS WHOSE SIGNATURE

AND REGISTRATION DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE

OPERATING WITHIN THE SCOPE OF THEIR EMPLOYMENT; SIGNATURES ARE

REQUIRED BY ER 1110-1-8152

PREPARED BY U.S. ARMY ENGINEERS DISTRICT, SEATTLE

PROJECT MANAGER DATE

SUBMITTED BY:

CHIEF. ARCH/STRUC SECTION DATE

PREPARED BY:

JOHN J. MACIEJEWSKI

DANIEL SACKS

ANIL L. NISARGAND, P.E.

GUY L. GREEN, P.E.

JoANNE T. WALLS, P.E.

20 JULY 2017

JBLM - YAKIMA TRAINING CENTER,

WASHINGTON

87419

458563

W912EF-11-D-0001

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Text Box P2 458563

W912DW-17-B-0004

20 JULY 2017

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GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX

G-004 CODE ANALYSIS

G-005 LIFE SAFETY PLAN - LEVEL 1

ARCHITECTURAL

A-521 WINDOW AND LOUVER DETAILS

A-531 EXTERIOR DOOR DETAILS

A-532 INTERIOR DOOR DETAILS

A-541 PENETRATION DETAILS

A-551 MISCELLANEOUS DETAILS

A-601 PARTITION TYPES AND EXPANSION JOINT DETAILS

A-611 DOOR, WINDOW, AND LOUVER TYPES AND DOOR SCHEDULE

A-901 PERSPECTIVE VIEWS

ARCHITECTURAL

A-001 ABBREVIATIONS, SYMBOLS AND GENERAL NOTES

AD100 OVERALL DEMOLITION FLOOR PLAN - LEVEL 1

A-101 OVERALL FLOOR PLAN - LEVEL 1

A-121 OVERALL REFLECTED CEILING PLAN

A-131 OVERALL ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-203 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-313 WALL SECTIONS

A-410 ENLARGED PLANS - HANGAR DOORS

A-411 ENLARGED PLANS - RESTROOMS

A-412 ENLARGED PLANS - CANOPY

A-501 PLAN DETAILS

A-502 PLAN DETAILS

A-503 AIR BARRIER DETAILS

A-511 RESTROOM ACCESSORIES AND DETAILS

INTERIORS

I-001 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS

I-101 FINISH & SIGNAGE PLAN

I-110 FURNITURE, FIXTURES & EQUIPMENT PLAN

I-121 FURNITURE, FIXTURES & EQUIPMENT PLAN W/ POWER & COMM

I-301 INTERIOR ELEVATIONS & DETAILS

I-601 SIGNAGE SCHEDULE & DETAILS

I-602 FINISH LEGEND

SHEET INDEX

NO NAME

CIVIL

C-001 GENERAL NOTES, SYMBOLS, ABBREVIATIONS

CD100 OVERALL DEMOLITION PLAN

CD101 DEMOLITION PLAN - AREA 1

CD102 DEMOLITION PLAN - AREA 2

CD103 DEMOLITION PLAN - AREA 3

CD104 DEMOLITION PLAN - AREA 4

CS100 OVERALL SITE PLAN

CS101 SITE PLAN - AREA 1

CS102 SITE PLAN - AREA 2

CS103 SITE PLAN - AREA 3

CS400 JOINTING PLAN

CS500 SITE DETAILS

CG100 OVERALL GRADING AND DRAINAGE PLAN, AND EROSION CONTROL PLAN

CG101 GRADING, DRAINAGE, AND EROSION CONTROL PLAN - AREA 1

CG102 GRADING, DRAINAGE, AND EROSION CONTROL PLAN - AREA 2

CG103 GRADING, DRAINAGE, AND EROSION CONTROL PLAN - AREA 3

CG200 STORM DRAIN PROFILE

CG300 PLAN & PROFILE VIEW

CG301 OVEREXCAVATOION PLAN

CG500 EROSION CONTROL DETAILS

CU100 OVERALL UTILITY PLAN

CU101 UTILITY PLAN - AREA 1

CU200 UTILITY PROFILE

CU500 UTILITY DETAILS

CU501 UTILITY DETAILS

TOPOGRAPHIC

V-100 OVERALL TOPOGRAPHIC SURVEY

V-101 TOPOGRAPHIC SURVEY - AREA 1

V-102 TOPOGRAPHIC SURVEY - AREA 2

V-103 TOPOGRAPHIC SURVEY - AREA 3

STRUCTURAL

S-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

S-002 GENERAL NOTES

S-003 GENERAL NOTES

S-004 GENERAL NOTES

SD100 DEMOLITION PLAN

S-101 OVERALL FOUNDATION PLAN

S-111 OVERALL FRAMING PLAN - CRANE LEVEL

S-131 OVERALL ROOF FRAMING PLAN

S-201 FRAMING ELEVATIONS AND SECTIONS

S-202 FRAMING ELEVATIONS AND DETAILS

S-203 RIGID FRAME ELEVATIONS

S-204 RIGID FRAME ELEVATIONS AND DETAILS

S-301 CONCRETE SECTIONS

S-302 CONCRETE SECTIONS

S-311 RIGID FRAME STEEL SECTIONS

S-501 TYPICAL CONCRETE DETAILS

S-502 TYPICAL CONCRETE DETAILS

S-503 TYPICAL CONCRETE DETAILS

S-511 TYPICAL STEEL DETAILS

S-512 TYPICAL STEEL DETAILS

S-513 STEEL DETAILS AND SECTIONS

S-514 RIGID FRAME TYPICAL STEEL DETAILS

S-515 STEEL DETAILS AND SECTIONS

S-516 STEEL DETAILS AND SECTIONS

S-517 STEEL DETAILS AND SECTIONS

FIRE PROTECTION

F-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

F-101 OVERALL SPRINKLER PLAN - LEVEL 1

F-121 OVERALL FIRE ALARM PLAN - LEVEL 1

F-501 FIRE SPRINKLER DETAILS

F-502 FIRE ALARM DETAILS

PLUMBING

P-001 GENERAL NOTES AND SYMBOLS

P-101 PLUMBING SANITARY PLAN

P-102 PLUMBING FLOOR PLAN

P-401 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-504 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-900 PLUMBING RISER DIAGRAMS

MECHANICAL

M-001 GENERAL NOTES & SYMBOLS

M-101 MECHANICAL FLOOR PLAN

M-301 MECHANICAL SECTIONS

M-501 DETAILS

M-502 DETAILS

M-601 SCHEDULES

M-801 CONTROLS

M-802 CONTROLS

M-803 CONTROLS

ELECTRICAL

E-001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

E-010 SITE PLAN - ELECTRICAL

E-011 OVERALL HAZARDOUS AREA PLAN - LEVEL 1

E-012 HAZARDOUS AREA SECTION THROUGH HANGAR

E-101 OVERALL LIGHTING PLAN - LEVEL 1

E-111 OVERALL POWER PLAN - LEVEL 1

E-131 OVERALL LIGHTNING PROTECTION PLAN - LEVEL 1

E-400 ENLARGED PLANS

E-500 DETAILS

E-501 DETAILS

E-600 SCHEDULES

E-601 PANEL SCHEDULES

E-602 PANEL SCHEDULES

E-603 PANEL SCHEDULES

E-604 PANEL SCHEDULES

E-700 ONE-LINE DIAGRAM

SHEET INDEX

NO NAME

TELECOMM

T-101 OVERALL TELECOMMUNICATIONS PLAN - LEVEL 1

T-500 DETAILS

T-501 DETAILS

GEOTECHNICAL

B-100 TEST PIT LOCATION PLAN

B-101 SOIL CLASSIFICATION AND LOG KEY

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SPECIAL INSPECTION NOTES

A. SPECIAL INSPECTION WORK ON THIS SHEET SHALL BE ACCOMPLISHED AS

PART OF THE CONTRACTOR QUALITY CONTROL REQUIREMENTS.

B. CONTRACTOR SHALL RETAIN ONE OR MORE SPECIAL INSPECTORS WHO

SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION FOR THE TYPES OF

WORK IDENTIFIED BY THE TABLES ON THIS DRAWING SHEET.

C. IT SHALL BE THE DUTY OF THE PERSON PERFORMING THE WORK TO

NOTIFY THE SPECIAL INSPECTOR(S) THAT SUCH WORK IS READY FOR

INSPECTION. INSPECTION REQUESTS SHALL BE COORDINATED IN WRITING

AND FILED A MINIMUM OF TWO WORKING DAYS BEFORE SUCH INSPECTION

IS REQUIRED.

D. IT SHALL BE THE DUTY OF THE PERSON PERFORMING THE WORK TO HAVE

THE AREA REMAIN ACCESSIBLE AND EXPOSED FOR INSPECTION

PURPOSES. NEITHER THE SPECIAL INSPECTOR(S), NOR THE GOVERNMENT

SHALL BE LIABLE FOR EXPENSES ENTAILED IN THE REMOVAL OR

REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION.

E. REPRESENTATIVES OF THE CONTRACTING OFFICER CAN AND WILL INSPECT

CONSTRUCTION AS CONSIDERED APPROPRIATE AND WILL MONITOR

OPERATIONS OF THE CONTRACTOR'S QUALITY CONTROL STAFF.

GOVERNMENT INSPECTION AND TESTING WILL NOT RELIEVE THE

CONTRACTOR OF ANY QUALITY CONTROL RESPONSIBILITY.

SPECIAL INSPECTION REQUIREMENTS - ARCHITECTURAL COMPONENTS

TYPE FREQUENCY REFERENCE COMMENTS

WIND-RESISTING COMPONENTS

ROOF COVERING, ROOF DECK, AND ROOF FRAMING CONNECTIONS

EXTERIOR WALL COVERING AND WALL CONNECTIONS TO ROOF FRAMING

SEISMIC RESISTANCE COMPONENTS

ERECTION AND FASTENING OF EXTERIOR CLADDING OR INTERIOR AND EXTERIOR VENEERS

ERECTION AND FASTENING OF INTERIOR AND EXTERIOR NONBEARING WALLS

STORAGE RACKS

SUSPENDED ACOUSTICAL CEILINGS

PERIODIC

IBC 1705.11.3

IBC 1705.12.5

IBC 1705.12.7

ICC-ES

NOT REQUIRED IF LESS THAN 30' OR LESS THAN 5 PSF

NOT REQUIRED IF LESS THAN 30' OR FOR INTERIOR WALLS LESS THAN 15 PSF

REQUIRED FOR ANCHORAGE 8' OR GREATER IN HEIGHT

ESR 1222, ESR 1308, ESR 3336

REQUIRED INSPECTION - ARCHITECTURAL COMPONENTS

TYPE REFERENCE COMMENTS

LATH, GYPSUM BOARD AND GYPSUM PANEL

FIRE AND SMOKE RESISTANT PENETRATIONS IBC 110.3.5

NOT REQUIRED FOR GYPSUM BOARD NOT PART OF A FIRE

RESISTANCE RATED ASSEMBLY OR A SHEAR ASSEMBLY.IBC 110.3.5

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TABLE 7.3.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (LOAD)

BUSINESS (B)

SECTION 7.2.1.2.3.2 32 INCHES CLEAR MINIMUM EXIT WIDTH

SECTION 7.4.1.2 MIN EXITS PER STORY 2

TABLE A.7.6 EXIT ACCESS TRAVEL DISTANCE (FEET)

TABLE A.7.6 COMMON PATH EGRESS TRAVEL (FEET)

SECTION 7.3.4.1 (2) MINIMUM MEANS OF EGRESS WIDTH IS 36 INCHES

TABLE A.7.6 DEAD ENDS - MAXIMUM LENGTH (FEET)

OCCUPANCY B (SPRINKLERED)

MEANS OF EGRESS - NFPA 101

FACTORY (F-1)

100 SF/OCC

BUSINESS - GROUP B

OCCUPANCY CLASSIFICATION - IBC; SEPARATED MIXED USE PER IBC 508.4

CHAPTER 3 OCCUPANCY: S-1 AIRCRAFT HANGAR (STORAGE &

REPAIR), B BUSINESS, F-1 FACTORY

ALLOWABLE CONSTRUCTION - IBCPROJECT DATA

GOVERNING CODE CRITERIA

UFC 1 - 200 - 01 DOD BUILDING CODE 20 JUNE 2016

INTERNATIONAL BUILDING CODE (IBC) 2015

NFPA 101 LIFE SAFETY CODE 2015

FUNCTION: MEDEVAC MAINTENANCE HANGAR

OCCUPANT LOAD

FLOOR OCCUPANTS (REFER LIFE SAFETY PLANS)

LEVEL 1 70

EGRESS WIDTH PER OCCUPANT - LEVEL COMPONENTS

FLOOR

LEVEL 1

LOAD

WIDTH

PER OCC

0.2"

WIDTH

REQUIRED

11"

DOOR WIDTH

PROVIDED

288"

NOTES

ACCESSORY STORAGE AREAS, MECHANICAL

EQUIPMENT ROOMS (B)

500 SF/OCC

UFC 3 - 420 - 01 PLUMBING SYSTEMS 25 OCT 2004

TOTAL 70

UFC 4 - 211 - 01 AIRCRAFT MAINTENANCE HANGARS14 SEPT 2016 (PRE-DECISIONAL)

PRIMARY: S-1 AIRCRAFT HANGAR (STORAGE & REPAIR)

SECONDARY: B BUSINESS

S-1 ALLOWABLE HEIGHT:

ALLOWABLE NO. STORIES:

ALLOWABLE AREA (PER FLOOR)(UNADJUSTED)

75'-0"

UNLIMITED

GENERAL BUILDING HEIGHTS AND AREAS (CHAPTER 5)

TABLE 503 ALLOWABLE HEIGHT AND BUIDING AREAS

TYPE IIB UNPROTECTED

TYPE OF CONSTRUCTION (CHAPTER 6)

SECONDARY: F-1 FACTORY

B ALLOWABLE HEIGHT:

ALLOWABLE NO. STORIES:

ALLOWABLE AREA (PER FLOOR)

75'-0"

UNLIMITED

F-1 ALLOWABLE HEIGHT:

ALLOWABLE NO. STORIES (UNADJUSTED):

ALLOWABLE AREA (PER FLOOR)(UNADJUSTED)

75'-0"

UNLIMITED

S-1 ACTUAL AREA 7,645 SF

B ACTUAL AREA 1,972 SF

FIRE RESISTANCE RATING REQUIREMENTS - IBC

IBC TABLE 601 FIRE-RESISTANT REQUIREMENTS

STRUCTURAL FRAME

BEARING WALLS

EXTERIOR

INTERIOR

EXTERIOR

NONBEARING WALLS

INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

FIRE-RESISTANCE-RATED CONSTRUCTION - IBC

TABLE 716.5 BARRIER RATING

2 HOUR FIRE BARRIER 1 1/2 HOUR

1 HOUR SHAFT 1 HOUR

0 HOUR *

0 HOUR

1 HOUR FIRE BARRIER 3/4 HOUR

OPENING RATING

TOTAL AREA (GSF):

ACTUAL 12,292 GSF

BUILDING HEIGHT:

ACTUAL 39'-11 1/2"

NUMBER OF STORIES: 1 STORIES

* BUILDING IS FULLY PROTECTED BY AUTOMATIC SUPPRESSION

SYSTEMS PER UFC 3 - 600 - 01 AND IBC 507.4; BUILDING IS

SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT

LESS THAN 60 FEET IN WIDTH PER IBC 507.4

0 HOUR

F-1 ACTUAL AREA 2,675 SF

FACTORY - GROUP F-1 250

STORAGE - GROUP S-1 400

FACTORY - GROUP F-1 100

STORAGE - GROUP S-1 100

FACTORY - GROUP F-1 50

STORAGE - GROUP S-1 100

UFC 3 - 600 - 01 FIRE PROTECTION ENGINEERING 8 AUG 2016

TOTAL ALLOWABLE AREA: UNLIMITED PER IBC SECTION 507.4*

UFC 3 - 101 - 01 ARCHITECTURE CHANGE 3, 12 SEPT 2016

UFC 3 - 310 - 04 SEISMIC DESIGN FOR BUILDINGS CHANGE 1, 20 JUNE 2016

UFC 4-211-01

SECTION 3-3.1.3 PROVIDE A 1-HOUR BARRIER BETWEEN HANGAR BAY AND

SUPPORT AREAS (E.G. OFFICES, MAINTENANCE SHOPS, AND

STORAGE AREAS INCLUDING TOOLS, PARTS, AND TIRES).

SECTION 38.3.2.1 GENERAL. HAZARDOUS AREAS INCLUDING, BUT NOT

LIMITED TO, AREAS USED FOR GENERAL STORAGE, OILER,

OR FURNACE ROOMS, AND MAINTENANCE SHOPS THAT

INCLUDE WOODWORKING AND PAINTING AREAS SHALL BE

PROTECTED IN ACCORDANCE WITH SECTION 8.7

SECTION 8.7.1.2 IN NEW CONSTRUCTION, WHERE PROTECTION IS

PROVIDED WITH AUTOMATIC EXTINGUISHING SYSTEMS

WITHOUT FIRE-RESISTIVE SEPARATION, THE SPACE

PROTECTED SHALL BE ENCLOSED WITH SMOKE

PARTITIONS IN ACCORDANCE WITH SECTION 8.4.

STORAGE (S-1) 300SF/OCC

ACCESSORY ASSEMBLY USE AREA (B)

SPECIAL PURPOSE INDUSTRIAL (HANGAR, S-1)

15 SF/OCC

ACTUAL

GENERAL NOTES - CODE ANALYSIS

A THIS PROJECT WILL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE WITH

UFC 1-200-01 AND UFC 3-600-01. UFC 1-200-01 AND UFC 3-600-01 GENERALLY

REFERENCE INTERNATIONAL BUILDING CODE FOR TYPE OF CONSTRUCTION,

ALLOWABLE HEIGHT AND AREA LIMITATIONS, AND BUILDING SEPARATION

REQUIREMENTS.

B UFC 3-600-01 GENERALLY REFERENCES NFPA 101, LIFE SAFETY CODE, FOR

BUILDING CONSTRUCTION RELATED TO EGRESS AND SAFETY TO LIFE. IN

CONFLICTS BETWEEN THE IBC AND NFPA 101 RELATED TO FIRE-RESISTANCE

RATINGS, UFC 3-600-01 REQUIRES CONFORMANCE TO NFPA 101 AND APPLICABLE

CRITERIA CONTAINED IN THE UFC.

C THE IBC FIRE-RESISTANCE REQUIREMENTS FOR PERMANENT PARTITIONS DO

NOT APPLY TO NON-BEARING PARTITIONS. FOR FIRE RESISTANCE RATINGS OF

NON-BEARING PARTITIONS, THIS PROJECT WILL COMPLY WITH NFPA 101 PER

UFC 3-600-01.

PLUMBING SYSTEMS

15 OCCUPANTS; 12 MALES, 3 FEMALES

WATER CLOSETS (1 PER 20, UP TO 100;

THEN 1 PER 40)*

MALE

LAVATORIES (1 PER 20, UP TO 100; THEN 1 PER 45)

SHOWERS

URINALS

DRINKING FOUNTAINS (1 PER 75)

(TABLE 2902.1 - IBC AS MODIFIED BY UFC 3 - 420 - 01)

B OCCUPANCY

FIXTURES MINIMUM NUMBER

REQUIRED

NUMBER PROVIDED

MALE FEMALEFEMALE

1 1 1

1 1

-- 1 -

SERVICE SINK (1 PER FLOOR)

* URINALS MAY BE SUBSTITUTED FOR NO MORE THAN 1/3 OF THE WATER

CLOSETS REQUIRED.

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/T D

1 2 3 4 5.2 6

C P

/T D

C P

/T D

C P

/T D

0 1.5 2.6 5.9

1 HR 1 HR 1 HR 1 HR 1 HR

T D

C P

/T D

C P

/T D

11' - 8" CP/TD

113A

9 320

112A

6 160

131A

1 160

124A

1 320

125A

1 320

101A

37 320

140B

7 160

140C

8 160

S S

4.2

SRC

BFEBFE

17 23

E X

P A

N S

U P

P O

R T

A R

E A

P T

LIFE SAFETY LEGEND

EXIT LOCATION (DOOR NUMBER)

INDICATES START OF CP & TD

INDICATES END OF CP

INDICATES POINT OF EXIT

BRACKET MOUNTED FIRE EXTINGUISHER;

10 LB ABC FIRE EXTINGUISHER (GFGI)

SEMI-RECESSED FIRE EXTINGUISHER CABINET;

10 LB ABC FIRE EXTINGUISHER GFGI.

CALCULATED AREA OCCUPANCY LOAD

123B

10 / 215

146 TD 75 CP

1 HOUR FIRE RATED PARTITION BARRIER WITH 45

MINUTE OPENING PROTECTIVES (FIRE DOORS)

1 HR

TOTAL OCCUPANT CAPACITY

OF OPENING

CALCULATED QUANTITY OF OCCUPANTS PER EXIT

BFE

SRC

PATH OF EXIT TRAVEL WITH DISTANCES FROM

SELECTED REMOTE LOCATIONS TO NEAREST EXIT.

INCLUDES; TOTAL TRAVEL DISTANCE (TD) AND

COMMON PATH OF TRAVEL(CP).

EXIT LIGHT FIXTURE, REFER TO ELECTRICAL

DRAWINGS

SMOKE PARTITION WITH SELF-CLOSING DOORSS

OCCUPANCY LEGEND - NFPA 101

(NO PATTERN) BUSINESS USE (B)

1,616 SF / 100 SF/OCCC = 17 OCCUPANTS

FACTORY/INDUSTRIAL USE (F-1)

2,286 SF / 100 SF/OCC = 23 OCCUPANTS

ACCESSORY STORAGE USE (B)

490 SF / 500 SF/OCC = 1 OCCUPANT

AIRCRAFT HANGAR USE (S-1)

ACTUAL NUMBER = 15 OCCUPANTS

ACCESSORY ASSEMBLY USE (B)

LESS THAN 10% OF FLOOR AREA

210 SF / 15 SF/OCC = 14 OCCUPANTS

TOTAL NUMBER OF OCCUPAANTS CALCULATED = 70

R E

ERED ARCH

I T E

C T

S T

A T

O F T EX

A S

K E

L V

I N

D CAR

L S

O N

1 8 4 0 2

164 8268

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

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

KEY PLAN

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

P ro j.

N o.

D Z

N S

I D

A S

S H

O W

E F

-1

-D -0

-E

X X

X -X

X X

-X X

B W

P R

C T

N U

M B

E R

: 8

J B

L M

A K

T R

C E

N T

E R

A S

G T

O N

M E

D E

V A

C A

R A

A N

C E

H A

N G

A R

E X

P A

N S

S E

A T

T L E

T R

S E

A T

T L E

A S

G T

O N

Seattle District

J U

L Y

OVERALL

M A

R K

D E

S C

N D

A T

E A

P P

:2 :5

T D

K J M

G-005

K D

E S

A F

E T

Y P

L A

L E

V E

F D

Z D

-0

SCALE 1/8" = 1'-0"

LIFE SAFETY PLAN - LEVEL 1

GENERAL NOTES - LIFE SAFETY PLAN

A BID OPTION - ALL WORK ASSOCIATED WITH THE

CONSTRUCTION OF THE MISSION SUPPORT AREAS AND

RELATED SITE WORK AND UTILITIES

B WHERE A PARTITION IS INDICATED TO BE RATED.

PROVIDE A THROUGH PENETRATION FIRE STOPPING

SYSTEM CONSTRUCTED IN STRICT COMPLIANCE WITH

THE FIRE TEST DESIGN (TESTED AND COMPATIBLE WITH

THE LEVEL OF RATING INDICATED) AT ALL

PENETRATIONS. IF NO TEST IS REFERENCED, PROVIDE

AN INDUSTRY RECOGNIZED TEST APPLICABLE TO THE

PARTITION TYPE.

C REFER TO A-602 FOR PENETRATION DETAILS. REFER TO

OTHER DISCIPLINE DRAWINGS FOR PENETRATION

LOCATIONS.

D OCCUPANCY GROUP TYPE B TYPICAL UNLESS

OTHERWISE NOTED

E NO FIRE DAMPERS OR SMOKE DAMPERS ARE REQUIRED

PER NFPA 90A FOR THE FIRE BARRIERS IN THIS BUILDING

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

93939

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

13711

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

13712

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

13713

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

13714

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

C B

CONTROL

CAP

EXISTING

HANGAR

FFE=1347.28'

BENCHMARK #2

SET ALUM. CAP

EL. 1346.19

1355.00

1354.00

1356.00

1357.0

1358.0

1359.0

TP-2

TP-1

TP-3

TP-4

TP-5

TP-6

TP-7

E L E

V A

T I O

I N

STATION

-0+50 0+00 0+50 1+00 1+50 2+00

APPROX ELEVATION OF HARDPAN

PER 2009 GEOTECH REPORT

4'± EXCAVATION LIMITS

PER STRUCTURAL

FFE: 1347.28'

T P

A P

P R

O X

O C

A T

I O

T P

A P

P R

O X

O C

A T

I O

EXCAVATION

TO TOP OF

HARD PAN

NEW BUILDING PAD

RE: STRUCTURAL

EXIST GROUND

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

D E

S I G

S B

M T

S I Z

F I L

A M

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

U S

O R

N G

I N

E E

R S

C K

US Army Corps of

Engineers ®

D R

A W

I N

O D

P L

L E

P L

SHEET OF

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i r m

M a i n

S t r e e t

F o r t

W o r t h

J r o j

N o

D Z

A N

S I

H O

W N

E F

X X

B W

P R

O J

E C

U M

B E

J B

L M

A K

I M

R A

I N

E N

T E

A S

H I N

G T

O N

M E

D E

V A

I R

C R

A F

A I N

T E

N A

N C

A N

X P

A N

S I O

S E

A T

T L

I S

T R

I C

S E

A T

T L

A S

H I N

G T

O N

Seattle District

J U

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

A I F

Y R

F D

Z D

KEY PLAN

OVERALL

C B

1 2

Y. RYAN KIM

OF T

L N

93939

E X

C A

V A

T I O

L A

200 8040

SCALE: 1"=40'-0"

AREA 1

SCALE 1" = 40'

EXCAVATION PLAN

CG301

GENERAL NOTES

REFER TO SHEET B-101 FOR TEST PIT INFORMATION.

LEGEND

TEST PIT LOCATION SHOWN ARE APPROXIMATE.

APPROXIMATE TEST PIT LOCATION PERFORMED BY

SHANNON & WILSON, INC. (JUNE 2009)

TP-1

TP-6

TOP: 1353.1

BOP: 1347.4

HE: 1349.8

TP-7

TOP: 1351.7

BOP: 1345.3

HE: 1350.0

TP-4

TOP: 1345.4

BOP: 1342.8

HE: 1344.4

TP-5

TOP: 1351.8

BOP: 1349.4

HE: 1350.0

TP-2

TOP: 1342.8

BOP 1339.4

HE: 1341.3

TP-3

TOP: 1346.5

BOP: 1344.3

HE: 1345.0

TP-1

TOP: 1347.3

BOP: 1342.9

HE: 1344.3

TOP: 1300.0

BOP: 1300.0

TOP OF TEST PIT ELEVATION

BOTTOM OF TEST PIT ELEVATION

HE: 1300.0

HARDPAN ELEVATION

AREA EXCAVATED FOR BUILDING

1. GENERAL BUILDING PREP - 4'± EXCAVATION TO

HARDPAN FOR BUILDING. RE: SD101 FOR

PROBING PROGRAM UNDERPINNING PROTECTION

REQUIREMENTS

2. THE DEPTHS ARE APPROXIMATE AND THE FINAL

DEPTH WILL BE DETERMINED BY THE

GEOTECHNICAL ENGINEER.

3. RE: A4/SD100 FOR EXISTING SUBGRADE

EXCAVATION DETAIL

KEYNOTES

EXCAVATION INTO HARD PAN100

BID OPTION - ALL WORK ASSOCIATED WITH THE

CONSTRUCTION OF THE MISSION SUPPORT AREA AND

ALL RELATED SITE WORK AND UTILITY

BID OPTION101

FFE=1347.28

F F

SCALE 1" = 20'H; 1"=2'V

BUILDING SECTION

100 4020

SCALE: 1"=20'-0"

C G

REFER TO SD101 FOR UNDERPINNING PROTECTION

REQUIREMENTS

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

R E

C O

R D

E N

D W

-1

-B -0 s /2

-1

-0

-2

J U

L Y

A ---------------------

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

APPROX APPROXIMATE (-LY)

ARCH ARCHITECTURAL

ARCH'T ARCHITECT

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

B ---------------------

B/ BOTTOM OF

BB BACK TO BACK

BC BOTTOM CHORD

BL BASE LINE

BLDG BUILDING

BM BEAM

BOT BOTTOM

BOD BOTTOM OF DECK

BP BASE PLATE

BRG BEARING

BRKT BRACKET

BS BOTH SIDES

BSMT BASEMENT

BVL BEVELED

BW BOTH WAYS

C ---------------------

C COMPRESSION, CHANNEL SHAPE

CG CENTER OF GRAVITY

CGS CENTER OF GRAVITY OF STEEL

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLR CLEAR, CLEARANCE

CMU CONCRETE MASONRY UNIT

COE CORPS OF ENGINEERS

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS OR CONTINUED

CONX CONNECTION

COR CONTRACTING OFFICER'S

REPRESENTATIVE

D ---------------------

D DEPTH

DETL DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DP DAMP PROOFING

DWG DRAWING (-S)

DWL DOWEL

E ---------------------

E EAST

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV, EL ELEVATION

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F -------------

FAB FABRICATION

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISH FLOOR

FIN FINISH (-ED)

FLR FLOOR

FS FAR SIDE

FT FOOT/FEET

FTG FOOTING

FV FIELD VERIFY

G -------------

GA GAGE OR GAUGE

GALV GALVANIZED

GB GRADE BEAM

H -------------

HORIZ HORIZONTAL

HP HIGH POINT

HS HEADED STUD

HSS HOLLOW STRUCTURAL

SECTION

HT HEIGHT

S ---------------------

S SOUTH, STANDARD SHAPE

SC SHEAR CONNECTORS, SLIP CRITICAL

SCHED SCHEDULE(D)

SDI STEEL DECK INSTITUTE

SECT SECTION

SHT SHEET

SIM SIMILAR

SJ SAW JOINT

SJI STEEL JOIST INSTITUTE

SL SLOPE

SPA SPACE

SPEC SPECIFICATION(S)

SPL SPECIAL

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STR STRUCTURAL

STRUCT STRUCTURE

SW SHEAR WALL

SYM SYMMETRICAL

T ---------------------

T TOP, TENSION

T/ TOP OF

T&B TOP & BOTTOM

TEMP TEMPERATURE

THRD THREADED

THK THICKNESS

TOS TOP OF STEEL

TRD TREAD (-S)

TRNV TRANSVERSE

TW TILT WALL

TYP TYPICAL

U ---------------------

UON UNLESS OTHERWISE NOTED

V -------------

VERT VERTICAL

W -------------

W WEST, WIDTH, WIDE FLANGE

WB WIND BRACE

WF WIDE FLANGE

w/ WITH w/o WITHOUT

WP WORK POINT

WPJ WEAKENED PLANE JOINT

WT WEIGHT, STRUCTURAL TEE CUT

FROM WIDE FLANGE BEAM

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

BUILDING

SECTION

A-101

1 SIM

PLAN, ENLARGED DETAIL

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

BRACE FRAMING

ELEVATION

I -------------

ID INSIDE DIAMETER

IN INCH (-ES)

INT INTERIOR

J --------------

JST JOIST

JT JOINT

K --------------

K KIPS (1000 LBS)

KO KNOCKOUT

L --------------

L ANGLE SHAPE

LB,# POUND

LD DEVELOPMENT LENGTH

LDG LANDING

LH LEFT HAND

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LSV LONG SIDE VERTICAL

LW LONG WAY

LWC LIGHTWEIGHT CONCRETE

M --------------

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MISCELLANEOUS CHANNEL SHAPE

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURE (-R)

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MS MIDDLE STRIP

MT STRUCTURAL TEE CUT FROM

MISC STEEL

MTL METAL

N --------------

N/A NOT APPLICABLE

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

O ---------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING (-S)

OPP OPPOSITE

OH OPPOSITE HAND

OPT OPTIONAL

OVS OVERSIZE

P ---------------------

PC PRECAST CONCRETE

PERP PERPENDICULAR

PG PLATE GIRDER

PL PLATE

PLUMB PLUMBING

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PRMLD PREMOLDED

PROJ PROJECTION

PSTG PRESTRESSED GIRDER

P/T POST-TENSION (-ED, -ING)

PT POINT

PVC POLYVINYL CHLORIDE

PVT PAVEMENT

R ---------------------

R RIGHT, RISER

RAD RADIUS

RD ROOF DRAIN

RE: REFER TO

REINF REINFORCING (-ED, -MENT)

REM REMAINDER

REQD REQUIRED

REV REVISION

RH RIGHT HAND

RND ROUND

RO ROUGH OPENING

NUMBERING SYSTEM

1/S-101

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

NUMBER OF PLAN, DETAIL,

ETC. ON SHEET

LEGEND

EARTH

ROCK

CAST-IN-PLACE

CONCRETE

PRECAST CONCRETE

NON-SHRINK GROUT

CMU

STRUCTURAL STEEL

IN CROSS SECTION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

COVER BOARD

MATERIALS

DRAWING ABBREVIATIONS DRAWING SYMBOLS

STRUCTURAL SYMBOLS

SURFACE -

STEPPED

SURFACE -

SLOPE UP

SURFACE -

SLOPE DOWN

SURFACE -

SLOPE (2) WAYS

T/WALL ELEVATION POINT

(TOP OF ELEMENT

INDICATED)

TOP OF

CONCRETE EL

100'-0"

112'-0" TOP OF

MEMBER EL

WORKPOINT

SLOPE

INDICATOR

STRUCTURAL ARROW

(DIRECTION OF SPAN)

COLUMN PASSING

THROUGH THIS LEVEL

TOP OF STEEL+DEVIATION

FROM TYPICAL

(+3")

NUMBER OF EVENLY

SPACED SHEAR STUDS

[ X,Y,Z ]

[ X ]

SPECIAL STUD

SPACING

C 7/8" THE AMOUNT

OF MID-SPAN DEAD

LOAD CAMBER

MOMENT

CONNECTION

A101

A-310

A-101

SHEET NUMBER WITHIN SERIES

DETAIL

SECTION

BID

PTIO

MISSIO

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CESAR R. VALLENILLA

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IDENTIFICATION

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D R

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REINFORCING STEEL NOTES

A. PROVIDE DETAILING, FABRICATION, AND INSTALLATION OF REINFORCING AND

ACCESSORIES IN ACCORDANCE WITH ACI 315 AND ACI 318.

B. PROVIDE NEW STEEL REINFORCING BARS IN ACCORDANCE WITH ASTM A615,

GRADE 60.

C. PROVIDE ANCHOR RODS CONFORMING TO THE STANDARDS OF ASTM F1554

GRADE 55 UNLESS OTHERWISE NOTED.

D. COORDINATE PLACEMENT OF CAST-IN-PLACE EMBEDS AND ANCHOR BOLTS.

SET ANCHOR BOLTS WITH A TEMPLATE. SECURELY ATTACH EMBED ITEMS TO

FORMWORK OR REINFORCING.

E. PROVIDE CLASS "B" REINFORCEMENT SPLICES FOR CONTINUOUS

REINFORCEMENT. PROVIDE STANDARD 90-DEGREE HOOKS IN ACCORDANCE

WITH ACI 318, UNLESS OTHERWISE NOTED. STAGGER SPLICES UNLESS

SPECIFICALLY NOTED.

F. MAINTAIN THE FOLLOWING CONCRETE COVERAGE FOR REINFORCING STEEL

UNLESS OTHERWISE NOTED:

1. CONCRETE CAST AGAINST EARTH - 3 INCHES

2. CONCRETE EXPOSED TO WEATHER

a. NO. 6 AND LARGER - 2 INCHES

b. NO. 5 AND SMALLER - 1-1/2 INCHES

3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:

a. SLABS AND WALLS

- NO. 14 A NO. 18 - 1 1/2 INCHES

- NO. 11 AND SMALLER - 3/4 INCHES

b. BEAM STIRRUPS AND COLUMN TIES- 1-1/2 INCHES

G. DO NOT WELD OR BEND REINFORCEMENT IN THE FIELD UNLESS SPECIFICALLY

SHOWN OR APPROVED BY STRUCTURAL ENGINEER.

H. WHEN SPECIFICALLY APPROVED, PROVIDE WELDED REINFORCEMENT IN

ACCORDANCE WITH ASTM A706. USE LOW HYDROGEN ELECTRODES FOR

WELDING OF REINFORCEMENT IN CONFORMANCE WITH "WELDING

REINFORCEMENT STEEL, METAL INSERTS AND CONNECTIONS IN REINFORCED

CONCRETE CONSTRUCTION", AMERICAN WELDING SOCIETY, AWS D1.4.

I. WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF MAIN

REINFORCING.

J. PROVIDE CONTINUOUS HORIZONTAL WALL REINFORCEMENT WITH 90-DEGREE

BENDS AND EXTENSIONS AT CORNERS AND INTERSECTIONS AS SHOWN ON

TYPICAL BAR PLACING DETAILS.

K. PROVIDE BAR SUPPORT ACCESSORIES IN ACCORDANCE WITH THE LATEST ACI

MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE

STRUCTURES. SUPPORT BEAM REINFORCING ON BEAM BOLSTERS SPACED

NOT MORE THAN 4 FEET ON CENTER.

L. PROVIDE BAR SUPPORTS WITH PLASTIC COATED LEGS OR HOT DIP

GALVANIZING AFTER FABRICATION FOR CONCRETE EXPOSED TO VIEW.

PROVIDE STAINLESS STEEL BAR SUPPORTS FOR CONCRETE TO RECEIVE A

SANDBLAST FINISH.

A. BUILDING AND DESIGN CODES:

1. THE INTERNATIONAL BUILDING CODE 2015.

2. ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,

THE LATEST EDITION ADOPTED BY GOVERNING CODE.

3. AISC MANUAL OF STEEL CONSTRUCTION, THE LATEST EDITION, LOAD AND

RESISTANCE FACTOR DESIGN AND CODE OF STANDARD PRACTICE.

4. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE,

THE LATEST EDITION ADOPTED BY GOVERNING CODES.

5. CRSI MANUAL OF STANDARD PRACTICE, THE LATEST EDITION ADOPTED BY

GOVERNING CODES.

6. SDI CODE OF RECOMMENDED STANDARD PRACTICE FOR COMPOSITE DECK,

FORM DECKS, AND ROOF DECK CONSTRUCTION, THE LATEST EDITION

ADOPTED BY GOVERNING CODES.

7. SJI RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND

JOIST GIRDERS, THE LATEST EDITION ADOPTED BY GOVERNING CODES.

8. UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 - DOD BUILDING CODE (GENERAL

BUILDING REQUIREMENTS) (JUNE 2016).

9. UNIFIED FACILITIES CRITERIA (UFC) 3-301-01 STRUCTURAL ENGINEERING,

WITH CHANGE 3 (SEPTEMBER 2016).

10.UNIFIED FACILITIES CRITERIA (UFC) 4-010-01 - DOD MINIMUM ANTITERRORISM

STANDARDS FOR BUILDINGS (OCTOBER 2013).

11.UNIFIED FACILITIES CRITERIA (UFC) - 3-310-04 SEISMIC DESIGN FOR BUILDINGS

(JUNE 2016).

12.AWS STRUCTURAL WELDING CODE, D1.1.

B. DESIGN LOADS:

1. LIVE LOADS: UNIFORM LOAD CONCENTRATED LOAD

a. ROOF LIVE LOAD 20 PSF 2000 LB

b. SLAB ON GRADE LIVE LOAD 250 PSF

2. DEAD LOADS:(SUPERIMPOSED)

a. ROOF DEAD LOAD 15 PSF (NEW STRUCTURE)

10 PSF (EXISTING STRUCTURE)

3. WIND LOADS:

a. BASIC WIND SPEED (3 SECOND GUST, (ULTIMATE) - 110 MPH

b. IMPORTANCE FACTOR - Iw=1.0

c. EXPOSURE - C

d. INTERNAL PRESSURE COEFFICIENT - CGpi = +/- 0.55

e. COMPONENT & CLADDING DESIGN PRESSURE - SEE DIAGRAM

4. SNOW LOADS:

a. GROUND SNOW LOAD - Pg = 30 PSF

b. MINIMUM ROOF SNOW LOAD - Pf = 30 PSF

c. IMPORTANCE FACTOR - Is = 1.0

d. TERRAIN CATEGORY - C

e. EXPOSURE FACTOR - Ce = 1.0

f. FROST DEPTH = 24 INCHES

g. THERMAL FACTOR - Ct = 1.0

5. SEISMIC LOADS:

a. RISK CATEGORY - II

b. SEISMIC IMPORTANCE FACTOR - I = 1.0

c. MAPPED SPECTRAL RESPONSE ACCELERATIONS - Ss = 0.50, S1 = 0.21

d. SITE CLASS - D

e. SPECTRAL RESPONSE COEFFICIENT - Sds = 0.47, Sd1= 0.28

f. SEISMIC DESIGN CATEGORY D

g. BASIC FORCE RESISTING SYSTEM - ORDINARY STEEL CONCENTRICALLY

BRACED FRAMES

h. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE PROCEDURE

i. RESPONSE MODIFICATION FACTOR - R = 3.25

j. SEISMIC RESPONSE COEFFICIENT - Cs = 0.144

k. DESIGN BASE SHEAR - V = 0.144 w (OFFICE/SHOP V = 13.2 k, HANGAR V = 27.1 k)

C. ATFP VALUES:

1. BUILDING CATEGORY - LOW OCCUPANCY

2. LEVEL OF PROTECTION = VERY LOW

3. DESIGN LOAD CONDITIONS:

a. EXPLOSIVE WEIGHT - II

b. DESIGN STANDOFF - 30 FEET

D. GENERAL REQUIREMENTS:

1. SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST

BE USED IN CONJUNCTION WITH THE DRAWINGS.

2. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK

OR FABRICATING MATERIALS. NOTIFY A/E OF DISCREPANCIES BEFORE

PROCEEDING WITH ANY PHASE OF WORK.

3. VERIFY THE LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES,

DEPRESSIONS, PADS, AND WALL OPENINGS.

4. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.

GENERAL NOTES

5. DETAILS LABELED "TYPICAL DETAILS" ON DRAWINGS APPLY TO SITUATIONS

OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE

SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT DETAILS

ARE REFERENCED AT EACH LOCATION. NOTIFY COR OF CONFLICTS REGARDING

APPLICABILITY OF "TYPICAL DETAILS".

6. DO NOT LOAD THE SLAB ON GRADE OR SUPPORTED SLAB WITH ERECTION CRANES

OR ERECTION EQUIPMENT. THE SLABS HAVE NOT BEEN DESIGNED FOR CRANE

LOADS AND WILL REQUIRE AN INCREASE IN THICKNESS AND/OR REINFORCEMENT.

OBTAIN COR APPROVAL ON PROPOSED CRANE SUPPORT PLAN FOR SLABS PRIOR

TO COMMENCING WORK.

7. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON POURED OR ERECTED

FLOORS/ROOFS IN EXCESS OF 80 PERCENT OF LIVE LOAD. GENERAL CONTRACTOR

WILL ENSURE THAT ALL SUB-CONTRACTORS ARE INFORMED OF LOADING

RESTRICTIONS. AVOID IMPACT WHEN PLACING MATERIALS ON POURED OR

ERECTED FLOORS OR ROOF.

8. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE.

THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF

CONSTRUCTION. PROVIDE ALL MEASURES REQUIRED TO PROTECT THE

STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION;

INCLUDING BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR

THE BUILDING, FORMS AND SCAFFOLDING, SHORING OF RETAINING WALLS AND

OTHER TEMPORARY SUPPORTS AS REQUIRED.

9. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON DRAWINGS.

EXAMINE THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE REQUIRED

OPENINGS AND PROVIDE FOR REQUIRED OPENINGS WHETHER SHOWN ON THE

STRUCTURAL DRAWINGS OR NOT. VERIFY SIZE AND LOCATION OF OPENINGS WITH

THE MECHANICAL CONTRACTOR. DEVIATIONS FROM THE OPENINGS SHOWN ON

THE STRUCTURAL DRAWINGS MUST BE APPROVED PRIOR TO IMPLEMENTING THE

CHANGES.

10.DO NOT CUT OR DRILL THROUGH EXISTING REINFORCING OR CABLE TENDONS.

X-RAY TO LOCATE REINFORCING OR CABLE TENDONS AT LOCATIONS REQUIRING

CUTTING OR CORING PRIOR TO START OF CONSTRUCTION. SUBMIT

REINFORCEMENT LOCATION IN CONFLICT WITH DRAWINGS FOR COR REVIEW.

GENERAL NOTES CONT

A. REFER TO THE GEOTECHNICAL REPORT AND SPECIFICATIONS FOR GENERAL

REQUIREMENTS OF EARTHWORK, OVER EXCAVATION, SUBGRADE PREPARATION,

FILL AND COMPACTION, WATERPROOFING AND OTHER PERTINENT REQUIREMENTS

AND INFORMATION.

B. FOUNDATION DESIGN IS BASED UPON THE SOILS EXPLORATION REPORT BY

SHANNON & WISLON, INC, REPORT ENTITLED "GEOTECHNICAL ENGINEERING

LETTER REPORT, MEDVAC AC AIRCRAFT MAINTENANCE HANGAR EXPANSION,

YAKIMA TRAINING CENTER, WASHINGTON", DATED DECEMBER 13, 2016, REPORT

NUMBER 22-1-03162-001.

C. FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE NET BEARING PRESSURE

OF 3000 PSF, FOR FOOTING FOUNDED APPROXIMATELY 24 INCHES BELOW FINAL

GRADE.

D. PROTECT PIPES AND CONDUITS RUNNING THRU WALLS AND SLABS WITH 1/2 INCH

EXPANSION MATERIAL. LOWER CONTINUOUS FOOTINGS AND GRADE BEAMS

PERPENDICULAR TO PIPE RUNS, TO ALLOW PIPES TO PASS ABOVE THE FOOTINGS

OR THOUGH THE GRADE BEAMS. ALTERNATIVELY, PROVIDE A CONCRETE JACKET

IF PIPES ARE LOW ENOUGH TO BE PLACED BELOW THE FOOTINGS AND GRADE

BEAMS. LOWER FOOTINGS AND GRADE BEAMS PARALLEL TO PIPE RUNS TO AVOID

SURCHARGE ONTO ADJACENT TRENCH EXCAVATIONS.

E. MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE

PLACED.

F. ARRANGE FOR CONTRACTOR'S INDEPENDENT TESTING AGENCY TO MONITOR

CUT AND FILL OPERATIONS, AND PERFORM FIELD DENSITY AND MOISTURE

CONTENT TESTS TO VERIFY COMPACTION AND APPROVE FOOTING SUBGRADE

PRIOR TO PLACING CONCRETE.

G. DO NOT PLACE FOOTINGS OR SLABS AGAINST SUBGRADE CONTAINING FREE

WATER, FROST, OR ICE.

H. MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE

RUNOFF AWAY STRUCTURES AND TO PREVENT PONDING OF SURFACE RUNOFF

NEAR THE STRUCTURES.

I. KEEP OPEN EXCAVATIONS AROUND BUILDING DRY. BACKFILL AGAINST

FOUNDATIONS AND GRADE BEAMS AS SOON AS PRACTICAL. PUMP WATER

OUT OF OPEN EXCAVATIONS IF FLOODING PRIOR TO BACKFILLING.

J. FORM SIDES OF BEAMS STRAIGHT AND TO SPECIFIED DIMENSIONS. EARTH

FORMS WILL NOT BE PERMITTED.

K. REFER TO CIVIL DRAWINGS FOR LIMITS OF EXCAVATIONS

L. EARTHWORK: EXISTING STRUCTURES, SLABS, SURFACE VEGETATION, SOILS WITH

ORGANICS, AND DEBRIS, IF PRESENT, SHOULD BE STRIPPED FROM IMPROVEMENT

FOOTPRINTS AND ALL AREAS TO RECEIVE STRUCTURAL FILL. THE CLAYEY/SILTY

SAND WITH GRAVEL NATIVE SOILS NEARD THE SURFACE SHOULD NOT BE USED

FOR STRUCTURAL FILL OR BACKFILL. FOR COST ESTIMATING PURPOSES,

ANTICIPATED STRUCTURAL FILL DEPTHS RANGE FROM 8 INCHES TO UP TO PLUS

OR MINUS 4 FEET DEEP.

M. FOOTINGS SHALL BEAR ON A MINIMUM 8-INCH THICK LAYER OF 5/8-INCH MINUS

CRUSHED ROCK OVER THE PREPARED SUBGRADE TO CREATE A WORKING

SURFACE. GRANULAR STRUCTURAL FILL PLACED BENEATH FOOTINGS SHOULD

EXTEND A MINIMUM 8 INCHES BEYOND THE FOOTINGS ON BOTH SIDES.

N. SELECT STRUCTURAL FILL SOIL SHOULD CONSIST OF A WELL-GRADED MIXTURE OF

SAND AND GRAVEL, FREE OF ORGANICS, DEBRIS, AND RUBBISH. IT SHOULD

CONTAIN LESS THAN 15 PERCENT FINES (MATERIAL PASSING THE NO. 200 MESH

SIEVE, BASED ON THE MINUS 3/4-INCH FRACTION); THE FINES SHOULD BE NON-

PLASTIC; AND THE MOISTURE CONTENT OF THE SOIL SHOULD BE WITHIN 2 PERCENT

OF OPTIMUM. THE GRAVEL CONTENT SHOULD RANGE BETWEEN 25 AND 50 PERCENT

RETAINED ON A NO. 4 SIEVE. STRUCTRUAL FILL SHOULD BE AT A MOISTURE

CONTENT NEAR OPTIMUM TO ALLOW PROPER COMPACTION. ALL STRUCTURAL FILL

SHOULD HAVE A MAXIMUM PARTICLE SIZE OF SMALLER THAN 3 INCHES.

O. COMPACTION: THE TOP 12 INCHES OF THE EXPOSED SUBGRADE BENEATH

STRUCTURAL FILL, SLABS, AND STRUCTURE FOUNDATIONS SHOULD BE

COMPACTED TO A DENSE, UNYIELDING CONDITION. LOOSE AND/OR WET, SPONGY

SOIL ZONES IDENTIFIED DURING COMPACTION SHOULD BE REMOVED AND

REPLACED WITH COMPACTED STRUCTURAL FILL, OR DRIED, OR MOISTENED, AS

REQUIRED (INCLUDING SCARIFYING, MIXING, AND/OR AERATING), BE REWORKED,

AND ADEQUATELY COMPACTED TO 95 % OF THE MAXIMUM LABORATORY DRY

DENSITY AS DETERMINED BY ASTM D1557.

FOUNDATION NOTES

CONCRETE NOTES

A. PROVIDE CONCRETE AS SHOWN BELOW. PROVIDE BATCH MIXING,

TRANSPORTATION, PLACING AND CURING OF CONCRETE IN ACCORDANCE WITH

RECOMMENDATIONS OF ACI 301, ACI 318 AND ASTM C94. USE TYPE I PORTLAND

CEMENT UNLESS OTHERWISE NOTED. PROVIDE ADMIXTURES AND SPECIAL

REQUIREMENTS AS SPECIFIED.

1. NORMAL WEIGHT(150 PCF), F'c = 4,500 PSI CONCRETE AT 28 DAYS, MAXIMUM WATER / CEMENT RATIO = 0.45

a. ALL CONCRETE GRADE SUPPORTED SLABS AND GRADE BEAMS

b. FOOTINGS

c. RETAINING WALLS

d. ALL CONCRETE NOT SPECIFICALLY COVERED

B. UNLESS SPECIFIED BELOW, CONCRETE MUST REACH THE FOLLOWING

PERCENTAGES OF ITS 28 DAY COMPRESSIVE STRENGTH (F'c) BEFORE FORMS

MAY BE REMOVED:

1. BEAM SIDES - 40 PERCENT

C. PROVIDE CONCRETE MIXES DESIGNED BY A QUALIFIED TESTING LABORATORY

FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER.

D. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED ON DRAWINGS.

HORIZONTAL CONSTRUCTION JOINTS ARE NOT ALLOWED UNLESS SPECIFICALLY

NOTED OR APPROVED BY STRUCTURAL ENGINEER. NOTIFY STRUCTURAL

ENGINEER OF PROPOSED CONSTRUCTION JOINT OR CONTROL JOINT LOCATIONS

WHICH ARE DIFFERENT OR IN ADDITION TO JOINTS INDICATED ON DRAWINGS.

PROVIDE 6,000-SQUARE FOOT MAXIMUM AREA OF CONCRETE PLACEMENT IN THE

SLAB BETWEEN CONSTRUCTION JOINTS. PROVIDE 75-FOOT MAXIMUM SPACING OF

CONSTRUCTION JOINTS IN GRADE BEAMS. PROVIDE GRADE BEAM CONSTRUCTION

JOINTS IN MIDDLE 1/3 OF THE SPAN. WHEN A BEAM INTERSECTS A GIRDER WITHIN

THE MIDDLE 1/3 OF THE GIRDER'S SPAN, OFFSET THE JOINT IN THE GIRDER A

DISTANCE EQUAL TO TWICE THE WIDTH OF THE BEAM.

E. PROVIDE CONSTRUCTION JOINTS IN WALLS, ELEVATED SLABS, AND ELEVATED

BEAMS SPACED LESS THAN 60 FEET APART IN ANY DIRECTION.

F. CHAMFER EXPOSED EDGES 3/4 INCH UNLESS OTHERWISE NOTED.

G. WIRE BRUSH AND CLEAN CONSTRUCTION JOINTS PRIOR TO POURING NEW

CONCRETE.

H. REFERENCE THE APPROPRIATE DISCIPLINE'S DRAWINGS FOR SUB SLAB PIPING,

FLOOR DRAINS, AND SLAB AND WALL PENETRATIONS.

I. PROVIDE ADEQUATE STRUCTURAL FRAMING AS APPROVED BY STRUCTURAL

ENGINEER FOR MECHANICAL OPENINGS THROUGH THE SLABS, WALLS, AND

FLOOR DECK. OPENINGS WILL NOT BE PERMITTED THROUGH BEAMS UNLESS

SPECIFICALLY DETAILED.

J. FOR PIPE INSTALLED HORIZONTALLY WITHIN SLAB, PROVIDE MAXIMUM OUTSIDE

DIAMETER OF 30 PERCENT OF THE SLAB THICKNESS. PLACE CONDUIT OR PIPE

BETWEEN THE TOP AND BOTTOM LAYERS OF REINFORCEMENT WITHIN THE

CENTER THIRD OF THE SLAB. DO NOT SPACE CONDUITS OR PIPES CLOSER THAN

THREE DIAMETERS OR WIDTHS ON CENTER.

CESAR R. VALLENILLA

OF TEXASS

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ALNOI

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L 83559

SHEET

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A. PROVIDE DESIGN, FABRICATION, AND ERECTION OF METAL DECK CONFORMING

TO THE STEEL DECK INSTITUTE'S "CODE OF RECOMMENDED STANDARD

PRACTICE AND BASIC DESIGN SPECIFICATIONS".

B. FORM FLOOR DECK FROM STEEL SHEETS CONFORMING TO A 653 OR HIGHER

SPECIFICATIONS WITH A MINIMUM YIELD STRENGTH OF 40 KSI.

C. ATTACH SHEETS TO STEEL SUPPORT MEMBERS AS INDICATED AND IN

ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.

WHEN DECK IS SCHEDULED TO BE EXPOSED, DE-SLAG, CLEAN AND TOUCH UP

WELDS WITH A ZINC-RICH PRIMER.

D. LAP FLOOR DECK ENDS MINIMUM OF 2 INCHES. WHEN FASTENING DECK TO

SUPPORT MEMBERS, PROVIDE WELDING MATERIALS AND INSTALLATION

PROCEDURES TO PREVENT BURNING OF HOLES IN DECK.

E. PROVIDE 6 INCH CLOSURE STRIP WHERE CHANGES IN DECK DIRECTION

OCCUR. CLOSURE TO BE SAME GAGE AS DECK.

F. AT ENDS OF DECKS OR WHERE CHANGES OF DECK DIRECTION OCCUR, FASTEN

TO SUPPORTS AT EACH FLUTE. PROVIDE ADEQUATE CLOSURES AND FASTENERS

TO SIDES AT 18 INCHES ON CENTER.

G. WHERE PARTIAL PANELS MAY BE REQUIRED TO COMPLETE DECK INSTALLATION

AT PERIMETER OF STRUCTURE, PROVIDE WELDS IN EACH FLUTE TO STRUCTURAL

MEMBERS. INSTALL DECK IN THREE SPAN LENGTHS WHEREVER POSSIBLE.

H. DO NOT SUSPEND FIRE PROTECTION / DETECTION, MECHANICAL DEVICES,

CEILING, PIPING, OR ANY PERMANENT LOADS TO THE METAL ROOF DECK.

J. METAL ROOF DECK:

1. PROVIDE 1 1/2 INCH DEEP, 20 GAGE, WIDE RIB VULCRAFT TYPE B GALVANIZED

METAL DECK, OR APPROVED EQUAL WITH THE FOLLOWING MINIMUM

PROPERTIES PER ONE FOOT WIDTH:

a. Ip = 0.201 IN4; In = 0.222 IN4

b. Sp = 0.234 IN3; Sn = 0.247 IN3

2. PROVIDE 3" DEEP, 18 GAGE, VULCRAFT TYPE 3N GALVANIZED METAL DECK

OR APPROVED EQUAL WITH THE FOLLOWING MINIMUM PROPERTIES PER

ONE FOOT WIDTH:

a. Ip = 1.238 IN4; In = 1.430 IN4

b. Sp = 0.688 IN3; Sn = 0.749 IN3

3. PROVIDE POSITIVE ATTACHMENT TO FRAMING MEMBERS WITH 5/8" DIAMETER

PUDDLE WELDS AT LAP FLUTES AND 12 INCHES ON CENTER BETWEEN THE LAP

FLUTES.

4. PROVIDE (3) #10 TEK SCREW SIDE LAP FASTENERS EQUALLY SPACED BETWEEN

SUPPORTS.

5. AT PERIMETER OF DECK, SECURE DECK TO STRUCTURAL MEMBERS WITH SAME

ATTACHMENT AND SPACING AS SIDE LAP CONNECTIONS OR PUDDLE WELDS AS

NOTED ABOVE.

A. INSTALL ANCHORS IN ACCORDANCE WITH CURRENT ICC-ES REPORT FOR THE

ANCHOR AND RECOMMENDATIONS OF THE MANUFACTURER. PROOF LOAD

ADHESIVE ANCHORS DURING SPECIAL INSPECTIONS AS REQUIRED PER

UFC 3-301-01, APPENDIX B, B-3.5.

B. INSTALL ANCHORS PERPENDICULAR TO THE FACE OF CONCRETE. DEVIATION

FROM PERPENDICULAR GREATER THAN 6 DEGREES WILL NOT BE ACCEPTABLE,

PER ACI 355.4.

C. CREATE A TEMPLATE AT EACH ANCHOR CONNECTION LOCATION PRIOR TO

FABRICATING HOLES IN CONNECTION PLATES. MAKE TEMPLATE BY LOCATING

EXISTING REBAR WITH A PACHOMETER. REPOSITION ANCHORS A MAXIMUM OF

1-1/2 INCHES TO AVOID CONFLICTS WITH EXISTING REINFORCING.

D. DRILL HOLES TO DEPTH AND DIAMETER RECOMMENDED BY MANUFACTURER. DO

NOT ENLARGE OR REDIRECT HOLES ALONG LENGTH OF ANCHOR.

E. DRILL HOLES IN CONTINUOUS OPERATION. BLOW DUST FROM THE HOLE USING

COMPRESSED AIR.

F. FILL ABANDONED HOLES WITH EPOXY GROUT.

G. TIGHTEN NUTS AGAINST SMOOTH WASHERS TO MINIMUM TORQUE RECOMMENDED

BY MANUFACTURER.

H. PROVIDE HOLES IN CONNECTION PLATES NO MORE THAN 1/16 INCH LARGER

THAN THE ANCHOR DIAMETER. IF LARGER HOLES ARE NEEDED FOR ERECTION

PURPOSES, PROVIDE PLATE WASHERS WELDED TO THE CONNECTION PLATE.

STRUCTURAL STEEL NOTES

A. PROVIDE STRUCTURAL STEEL OF THE FOLLOWING ASTM DESIGNATIONS UNLESS

OTHERWISE NOTED:

1. STRUCTURAL STEEL WIDE FLANGE AND WT SHAPES - ASTM A 992

2. STRUCTURAL STEEL STANDARD SHAPES, CHANNELS AND ANGLES - ASTM A 36

3. EDGE ANGLES, BENT PLATES, HANGER AND BRACES - ASTM A 36

4. STRUCTURAL PIPE - ASTM A 53, GRADE B

5. STRUCTURAL TUBING (SQUARE OR RECTANGULAR) - ASTM A 500, GRADE B

6. BASE PLATES AND MISCELLANEOUS STEEL PLATES - ASTM A 36 (ASTM A572

WHERE 55 ksi IS INDICATED ON DRAWINGS.)

7. CONNECTION MATERIALS:

a. BEAM AND COLUMN STIFFENER PLATES AND DOUBLER PLATES TO MATCH

THE GRADE STEEL OF STRUCTURAL ELEMENT

b. ALL CONNECTION MATERIALS, EXCEPT AS OTHERWISE NOTED HEREIN

OR IN THE DRAWINGS, INCLUDING BEARING PLATES, GUSSET PLATES,

STIFFENER PLATES, ANGLES, ETC. - ASTM A 36 (ASTM A572 WHERE

50 ksi INDICATED ON DRAWINGS.)

8. HIGH STRENGTH BOLTS: ASTM A325

HIGH STRENGTH BOLTS IN SLIP CRITICAL CONNECTION: ASTM F1852

9. HARDENED STEEL WASHERS - ASTM F 436

10. HEAVY HEX NUTS - ASTM A 563

B. WELD MINIMUM SIZE AND STRENGTH

1. PROVIDE MINIMUM SIZE OF FILLET WELDS AS SPECIFIED IN TABLE J2.4

OF THE AISC MANUAL.

2. PROVIDE MINIMUM EFFECTIVE THROAT THICKNESS OF PARTIAL PENETRATION

GROOVE WELDS AS SPECIFIED IN TABLE J2.3 OF THE AISC MANUAL.

3. DEVELOP THE FULL TENSILE STRENGTH OF THE MEMBER ELEMENT JOINED ON

ALL SHOP AND FIELD WELDS UNLESS OTHERWISE NOTED ON THE DRAWINGS.

4. WHERE CONNECTIONS ARE NOTED ON DRAWINGS AS MOMENT CONNECTIONS,

PROVIDE WELDS TO DEVELOP FULL FLEXURAL CAPACITY OF THE LESSER

MEMBER.

5. PROVIDE ELECTRODES FOR FIELD OR SHOP WELDING THAT CONFORM TO AWS

D1.1 CLASS E70XX.

C. PROVIDE MINIMUM OF TWO BOLTS PER CONNECTION. MINIMUM BOLT DIAMETER

TO BE 3/4 INCH, UNLESS OTHERWISE NOTED.

D. PROVIDE BOLTS, NUTS AND WASHERS THAT ARE HOT DIP GALVANIZED ACCORDING

TO ASTM A 153, CLASS C WHEN USED TO CONNECT STEEL ELEMENTS THAT ARE

HOT DIP GALVANIZED AFTER FABRICATION.

E. PROVIDE SIMPLE SHEAR CONNECTIONS FOR STEEL CONNECTIONS NOT

OTHERWISED SPECIFIED UTILIZING HIGH STRENGTH BEARING BOLTS IN

SINGLE OR DOUBLE SHEAR. PROVIDE DOUBLE ANGLE OR SINGLE PLATE

SHEAR TAB BOLTED CONNECTIONS.

1. UNLESS LARGER REACTION IS SHOWN ON DRAWINGS, PROVIDE MINIMUM

DESIGN FORCES AS FOLLOWS:

a. NONCOMPOSITE BEAMS: BEAM-TO-BEAM OR BEAM-TO-COLUMN CONNECTION

TO DEVELOP THE REACTION OF CONNECTED BEAM. OBTAIN END REACTION

FROM UNIFORM LOAD TABLES OF THE AISC MANUAL OF STEEL

CONSTRUCTION. PROVIDE MINIMUM SHEAR CAPACITY OF 12,000 POUNDS

FOR BEAMS 8 INCHES AND 10 INCHES DEEP. PROVIDE MINIMUM SHEAR

CAPACITY OF 8,000 POUNDS FOR BEAMS LESS THAN 8 INCHES DEEP.

2. ADD TO REACTIONS LISTED ABOVE LOADS OR REACTIONS OF MEMBERS

SUPPORTED BY BEAM WITHIN THREE FEET OF BEAM END AND VERTICAL

COMPONENTS OF FORCES IN BRACE MEMBERS FRAMING INTO BEAM.

F. STEEL FABRICATION

1. FABRICATE AND ASSEMBLE STRUCTURAL MEMBERS/ASSEMBLIES IN SHOP TO

GREATEST EXTENT POSSIBLE.

2. CAMBER OF STRUCTURAL STEEL MEMBERS IS INDICATED ON THE DRAWINGS.

WHERE POSSIBLE, CAMBER OF BEAMS TO BE APPLIED BY COLD BEND PROCESS.

CAMBER INDICATED ON DRAWINGS ARE INTENDED TO BE FINAL CAMBER AT TIME

OF ERECTION, AND WITHIN A TOLERANCE OF PLUS OR MINUS 1/8 INCH

FOR EACH TEN FEET OF MEMBER LENGTH.

3. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR

APPROVAL BY THE COR.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERRORS OF DETAILING

ON THE SHOP DRAWINGS, ERRORS IN FABRICATION, AND THE CORRECT

FITTING OF STRUCTURAL STEEL MEMBERS.

G. CONFORM TO THE AISC CODE OF STANDARD PRACTICE, FOR ERECTION

TOLERANCES. FIELD MODIFICATION TO STRUCTURAL STEEL IS PROHIBITED

WITHOUT PRIOR APPROVAL BY THE COR.

H. CONTRACTOR TO PROVIDE PLAN FOR ERECTION. PLAN FOR ERECTION TO BE

REVIEWED AND APPROVED BY COR PRIOR TO ERECTION START. ERECTION PLAN

SHALL BE CERTIFIED BY AN EXPERIENCED ENGINEER ON THIS TYPE OF

STRU…

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File details come from the government source that posted it. Updated Nov 14, 2017.