B2_Combined_Drawing_Set.pdf

PDF 31 MB Posted May 31, 2018

Attached to: Bldg 25 Supply Warehouse Renovation Federal contract opportunity
Solicitation number: W912L318B5000
Issued by: Department of the Army Wyoming Army National Guard

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Other files for this federal contract opportunity

Other files attached to Bldg 25 Supply Warehouse Renovation, newest first.
File	Type	Posted
D.01_AWARD_W912L318C5002.pdf	PDF	Sep 11, 2018
Bid_Opening_Attendance_Sheet.pdf	PDF	Jul 12, 2018
Bid_Opening_Abstract.pdf	PDF	Jul 12, 2018
Govt_IGE.pdf	PDF	Jul 12, 2018
23_09_93,_Sequences_of_Operation_for_HVAC_Control,_20180703.pdf	PDF	Jul 3, 2018
23_09_23.02,_BACNET_DDC_for_HVAC,_20180703.pdf	PDF	Jul 3, 2018
Amendment__4.pdf	PDF	Jul 3, 2018
23_00_09,_Instrumentation_and_Control_for_HVAC,_20180703.pdf	PDF	Jul 3, 2018
Compiled_Questions_Bldg_25_Construction.pdf	PDF	Jul 3, 2018
A.02_IFB_W912L3-18-B-5000_Amendment__3.pdf	PDF	Jun 26, 2018
A.02_IFB_W912L3-18-B-5000_Amendment__2.pdf	PDF	Jun 15, 2018
Sign_in_Sheet_Site_Visit.pdf	PDF	Jun 6, 2018
A.02_IFB_W912L3-18-B-5000_Amendment__1.pdf	PDF	Jun 6, 2018
02._Specifications_Volume_2_of_2.pdf	PDF	Jun 4, 2018
Combined_Drawing_Set.pdf	PDF	Jun 4, 2018
01._Specifications_Volume_1_of_2.pdf	PDF	Jun 4, 2018
A.02_IFB_W912L3-18-B-5000_Final.pdf	PDF	May 31, 2018
Unified_Facility_Guide_Specifications.pdf	PDF	May 31, 2018

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1 2 3 4 5

3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740 Fax (678) 336-7744

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B2 DESIGN SUBMITTAL

CHEYENNE, WYOMING

REPAIR

SUPPLY BUILDING 25

W9133L-15-D-0001-3C02

B2 DESIGN SUBMITTAL

07.12.2017

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PERSPECTIVE VIEW

WYOMING AIR NATIONAL GUARD 153RD AIRLIFT

CHEYENNE REGIONAL AIRPORT ANGB

VICINITY MAPS

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SHEET INDEX

SHEET NUMBER SHEET NAME

E-401 ENLARGED ELECTRICAL & MECHANICAL ROOMS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 LIGHT FIXTURE DETAILS

E-601 ONE-LINE DIAGRAM

E-602 LIGHTING FIXTURE SCHEDULE

E-603 MECHANICAL EQUIPMENT SCHEDULE

E-604 PANELBOARD SCHEDULES

E-605 PANELBOARD SCHEDULES

E-606A LIGHTING PHOTOMETRIC PLAN - AREA A

E-606B LIGHTING PHOTOMETRIC PLAN - AREA B

E-607 LIGHTING PHOTOMETRIC SCHEDULE

13 - TELECOMMUNICATIONS

T-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

T-101A TELECOMMUNICATIONS PLAN - AREA A

T-101B TELECOMMUNICATIONS PLAN - AREA B

T-401 ENLARGED TELECOM ROOMS

T-501 TELECOM DETAILS

T-502 TELECOM DETAILS

T-601 TELECOMMUNICATIONS RISER DIAGRAM

SHEET INDEX

SHEET NUMBER SHEET NAME

A-613 LOUVER DETAILS

08 - INTERIORS

I-101A INTERIOR FINISH PLAN - AREA A

I-101B INTERIOR FINISH PLAN - AREA B

I-601 ROOM FINISH SCHEDULE & GENERAL NOTES

I-602 FINISH DETAILS

I-603 INTERIOR DETAILS

IF-101A FURNITURE PLAN - AREA A

IF-101B FURNITURE PLAN - AREA B

IG-101 SIGNAGE PLAN - AREA A

IG-102 SIGNAGE PLAN - AREA B

IG-501 SIGNAGE DETAILS

IG-502 SIGNAGE DETAILS

IG-601 SIGNAGE SCHEDULE

09 - FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES, AND SYMBOLS

F-101A FIRE PROTECTION PLAN - AREA A

F-101B FIRE PROTECTION PLAN - AREA B

FA-101A FIRE ALARM PLAN - AREA A

FA-101B FIRE ALARM PLAN - AREA B

FA-601 FIRE ALARM RISER AND MATRIX

10 - PLUMBING

P-402 ENLARGED PLUMBING PLANS

P-902 PLUMBING RISER DIAGRAM

P-001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

P-101 DOMESTIC PIPING PLAN

P-101A DOMESTIC PIPING - AREA A

P-101B DOMESTIC PIPING - AREA B

P-201 SANITARY PIPING

P-201A SANITARY PIPING PLAN - AREA A

P-201B SANITARY PIPING PLAN - AREA B

P-300 PLUMBING ROOF PLAN

PD-101 PLUMBING DEMOLITION PLAN - AREA B

P-401 ENLARGED PLUMBING PLANS

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

11.1 - MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND ABBREVIATIONS

M-002 MECHANICAL LEGEND AND ABBREVIATIONS

M-101 MECHANICAL PLAN

M-101A PARTIAL HVAC PLAN - AREA A

M-101B PARTIAL HVAC PLAN - AREA B

M-102 MECHANICAL ROOF PLAN

MD-101 MECHANICAL DEMOLITION PLAN - AREA B

11.2 - MECHANICAL

MP-101A MECHANICAL PIPING PLAN - AREA A

MP-101B MECHANICAL PIPING PLAN - AREA B

11.3 - MECHANICAL

M-401 MECHANICAL ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-503 MECHANCIAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-801 MECHANICAL CONTROLS

M-802 MECHANICAL CONTROLS

M-803 MECHANICAL CONTROLS

M-804 MECHANICAL CONTROLS

M-805 MECHANICAL CONTROLS

M-806 MECHANICAL CONTROLS

M-807 MECHANICAL CONTROLS

M-808 MECHANICAL CONTROLS

M-809 MECHANICAL CONTROLS

M-810 MECHANICAL CONTROLS

M-811 MECHANICAL CONTROLS

M-812 MECHANICAL CONTROLS

M-502 MECHANICAL DETAILS

12 - ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E-002 ELECTRICAL SYMBOLS

ED-101 ELECTRICAL DEMOLITION PLAN

E-101A LIGHTING PLAN - AREA A

E-101B LIGHTING PLAN- AREA B

E-111A POWER PLAN - AREA A

E-111B POWER PLAN - AREA B

E-121A MECHANICAL POWER PLAN - AREA A

E-121B MECHANICAL POWER PLAN - AREA B

E-131A SECURITY PLAN - AREA A

E-131B SECURITY PLAN - AREA B

E-141 LIGHTNING PROTECTION

SHEET INDEX

SHEET NUMBER SHEET NAME

00 - GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-101 LIFE SAFETY PLAN

G-102 BUILDING CODE SUMMARY

04 - CIVIL

V-101 TOPOGRAPHIC SURVEY

C-001 CIVIL GENERAL NOTES AND ABBREVIATIONS

C-002 FIRE PROTECTION COMPLIANCE PLAN

CD101 CIVIL DEMOLITION PLAN

CS101 CIVIL SITE AND UTILITY PLAN

CG101 GRADING PLAN

C-501 CIVIL SITE AND UTILITY DETAILS

06 - STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES AND ABBREVIATION SCHEDULE

S-003 COMPONENT AND CLADDING WIND LOAD DIAGRAMS

S-004 STRUCTURAL SCHEDULE OF SPECIAL INSPECTIONS

S-101 OVERALL FOUNDATION AND FLOOR PLAN

S-101A FOUNDATION AND FLOOR PLAN - AREA A

S-101B FOUNDATION AND FLOOR PLAN - AREA B

S-151 OVERALL ROOF FRAMING PLAN

S-151A ROOF FRAMING PLAN - AREA A

S-151B ROOF FRAMING PLAN - AREA B

S-201 ENLARGED PLANS OR ELEVATIONS

S-202 ENLARGED PLANS OR ELEVATIONS

S-203 ENLARGED PLANS OR ELEVATIONS

S-301 CONCRETE DETAILS

S-302 SECTIONS AND DETAILS

S-303 SECTIONS AND DETAILS

S-501 TYPICAL MASONRY DETAILS

S-502 TYPICAL MASONRY DETAILS

S-503 BLAST FRAMING DETAILS

S-504 BLAST FRAME DETAILS

S-505 BLAST FRAMING DETAILS

S-506 BLAST FRAMING DETAILS

S-507 TYPICAL DETAILS

07 - ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS & SYMBOLS

AD-101A DEMOLITION PLAN - AREA A

AD-101B DEMOLITION PLAN - AREA B

AD-121 DEMOLITION ROOF PLAN

A-100 FIRST FLOOR PLAN - OVERALL

A-101A FLOOR PLAN - AREA A

A-101B FLOOR PLAN- AREA B

A-111A REFLECTED CEILING PLAN - AREA A

A-111B REFLECTED CEILING PLAN - AREA B

A-121 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-351 WALL SECTIONS

A-352 WALL SECTIONS

A-353 WALL SECTIONS

A-354 WALL SECTIONS

A-371 PARTITION TYPES & DETAILS

A-372 SECTION DETAILS

A-373 SECTION DETAILS

A-401 ENLARGED PLANS

A-402 ENLARGED PLANS

A-406 INTERIOR ELEVATIONS

A-451 ENLARGED PLANS - RESTROOMS, SHOWERS AND LOCKERS

A-452 INTERIOR RESTROOM ELEVATIONS

A-471 ENLARGED PLANS AND SECTION - RAMP

A-501 EXTERIOR PLAN DETAILS

A-511 INTERIOR PLAN DETAILS

A-531 INTERIOR SECTION DETAILS

A-551 ROOF DETAILS

A-552 ROOF DETAILS

A-553 ROOF DETAILS

A-561 CASEWORK DETAILS

A-571 ADA MOUNTING HEIGHTS & DETAILS

A-601 DOOR SCHEDULE, DOOR & FRAME TYPES

A-602 DOOR DETAILS

A-603 DOOR DETAILS

A-604 DOOR DETAILS

A-611 WINDOW, LOUVERS, STOREFRONT, FRAME TYPES AND WINDOW DETAILS

A-612 WINDOW AND LOUVER DETAILS

GENERAL LIFE SAFETY SHEET NOTES:

1. DEVICES HAVE BEEN SHOWN; BUT THE CONTRACTOR SHALL

ENSURE THE INSTALLATION OF ALL LIFE SAFETY DEVICES

INDICATED ON THE ENGINEERING DRAWINGS.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ANY

EXISTING FIRE RATED WALLS. ANY WORK DONE AROUND

EXISTING FIRE RATED WALLS SHALL BE DONE WITH CARE

SO AS NOT TO COMPROMISE THE RATING'S INTEGRITY.

ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.

150 SF

100 100

SMOKE WALLS

1-HR. RATED WALLS

LIFE SAFETY PLAN LEGEND

45'-0" TRAVEL DISTANCE

EXIT SIGN-

SEE ELECT. DWGS.

EGRESS CLEAR WIDTH

CAPACITY/NO. OF OCCUPANTS

ROOM AREA

OCCUPANT LOAD

AREA PER OCCUPANT

36" 100/100

BUSINESS OCCUPANCY (B)

STORAGE OCCUPANCY (S-1)

98'

57'

128 129 130

131 134

132118

114113 115112

114'

34" 170/39

34" 170/6

34" 170/4

34" 170/11

34" 170/4

34" 170/3

34" 170/2

68" 340/2

34" 170/9

13,965 SF

500 28

3,657 SF

500 83,689 SF

500 8

5,316 SF

500 11

576 SF

300 2

10,098 SF

100 101

61'

FAA

171'

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SCALE: = 1'-0"

0 16 3216

1/16"

KEY PLAN

AREA A

AREA B

SCALE: 1/16" = 1'-0"A1

LIFE SAFETY PLAN

BUILDING CODE SUMMARY - WYOMING AIR NATIONAL GUARD, CHEYENNE RAP– REPAIR SUPPLY BUILDING 25

EXIT REQUIREMENTS (PER NFPA 101 LSC):

MINIMUM REQUIRED EGRESS WIDTH: EGRESS COMPONENTS OTHER THAN STAIRS - 0.2" PER OCCUPANT SERVED (NFPA 101 TABLE 7.3.3.1)

EGRESS REQUIRED: 170 OCCUPANTS X 0.2" = 34" EGRESS REQUIRED

EGRESS PROVIDED: 442" EGRESS PROVIDED

EGRESS DOORS: MINIMUM CLEAR WIDTH OF NOT LESS THAN 32 INCHES (NFPA 101 PER 7.2.1.2.3) EXCEPT FOR DOORS SERVING CLOSET SPACES

LESS THAN 10 SQUARE FEET SHALL NOT BE LIMITED BY THE MINIMUM WIDTH.

MINIMUM HEIGHT IS 80 INCHES (NFPA 101 PER 7.1.5)

LOCATION OF EXITS: WHERE TWO EXITS, EXIT ACCESSES, OR EXIST DISCHARGES ARE REQUIRED, THEY SHALL BE LOCATED AT A DISTANCE FROM ONE ANOTHER NOT LESS THAN ONE-HALF** OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED, MEASURED IN A STRAIGHT LINE BETWEEN THE NEAREST EDGE OF THE EXITS, EXIT ACCESSES, OR EXIT DISCHARGES.EXIT DOORS

OR EXIT ACCESS DOORWAYS. (NFPA 101 PER 7.5.1.3.2)**

**PER NFPA 101 7.5.1.3.3, IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED SUPERVISED AUTOMATIC SPRINKLER SYSTEM, THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES SHALL BE NO LESS THAN ONE-THIRD THE LENGTH OF THE

MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

EXIT CORRIDORS: MINIMUM CORRIDOR WIDTH IS NOT LESS THAN 44 INCHES CLEAR (PER 38.2.3.2)

MAXIMUM TRAVEL DISTANCE: OCCUPANCY GROUP B; WITH SPRINKLER SYSTEM - 300 FEET (NFPA 101 TABLE A.7.6)

ALL EXITS MUST DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING AT GRADE LEVEL OR PROVIDE DIRECT ACCESS TO GRADE (PER 7.7.1)

MAXIMUM COMMON PATH OF TRAVEL: OCCUPANCY GROUP B; WITH SPRINKLER SYSTEM - 100 FEET (NFPA 101 TABLE A.7.6)

MAXIMUM DEAD-END CORRIDOR: OCCUPANCY GROUP B; WITH SPRINKLER SYSTEM - 50 FEET (NFPA 101 TABLE A.7.6)

OCCUPANT LOADS: (NFPA 101 TABLE 7.3.1.2)

MINIMUM NUMBER OF PLUMBING FIXTURES: IBC, TABLE 2902.1

TOTAL OCCUPANTS: 54 ACTUAL OCCUPANTS (BOTH MEN & WOMEN)

WATER CLOSET:

LAVATORIES:

DRINKING FOUNTAIN:

PLUMBING FIXTURE COUNT:

PROJECT

WYOMING AIR NATIONAL GUARD 153RD AIRLIFT WING CHEYENNE REGIONAL AIRPORT ANGB

RENOVATION AND REPAIR - SUPPLY BUILDING 25

SCOPE

PROJECT PROVIDES FOR THE RENOVATION AND REPAIR OF SUPPLY BUILDING 25.

NUMBER OF LEVELS: 1 (EXISTING)

GROSS AREA: 39,370 SF (EXISTING)

TOTAL HEIGHT: 20'-8" (EXISTING)

LIST OF APPLICABLE CODES:

INTERNATIONAL CODE COUNCIL (ICC), INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION UNIFIED FACILITIES CRITERIA (UFC) 1-200-01, GENERAL BUILDING REQUIREMENTS –20 JUNE 2016 UNIFIED FACILITIES CRITERIA (UFC) 3-420-01, PLUMBING SYSTEMS - 25 OCTOBER 2004, INCL. CHANGE 10, 26 OCTOBER 2015 UNIFIED FACILITIES CRITERIA (UFC) 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES – 8 AUGUST 2016 UFC 3-601-02, OPERATIONS AND MAINTENANCE: INSPECTION, TESTING, AND MAINTENANCE OF FIRE PROTECTION SYSTEMS – 8 SEPTEMBER

UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS, 9 FEBRUARY 2012

UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION SYSTEMS – CHANGE 1, JANUARY 2010

NFPA 1, FIRE CODE – 2015 EDITION

NFPA 101, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), LIFE SAFETY CODE, 2015 EDITION

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS – 2013 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS – 2016 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS, 2013 EDITION

NFPA 70, NATIONAL ELECTRICAL CODE, 2017 EDITION

NFPA 72, FIRE ALARM AND SIGNALING CODE, 2016 EDITION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS, 2012 EDITION NFPA 241, SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS – 2013 EDITION

ABA - ARCHITECTURAL BARRIERS ACT FOR FEDERAL FACILITIES

OCCUPANCY CLASSIFICATION:

THIS BUILDING IS CLASSIFIED AS A MIXED USE NONSEPERATED OCCUPANCY IN THE INTERNATIONAL BUILDING CODE.

OCCUPANCY: BUSINESS GROUP B (SEC 304.1), STORAGE GROUP S-1 (SEC 311.2)

TYPE OF CONSTRUCTION: IBC, TABLE 503; SECTION 504

TYPE IIB WITH AUTOMATIC FIRE SPRINKLER SYSTEM

FIRE RESISTIVE RATINGS: IBC, TABLE 601; SECTION 602.2

STRUCTURAL FRAME

EXT. BEARING WALLS

INT. BEARING WALLS

INT. NON-BEARING WALLS AND PARTITIONS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

CORRIDORS

MECHANICAL ROOMS (ACCESSORY USE)

MECHANICAL ROOMS WITH BOILER (>10 HP AND 15 PSI)

ALLOWABLE HEIGHT:

STORAGE (S-1) (MOST RESTRICTIVE)

75FT/ 3 STORIES (AS PER IBC 504.2)

ALLOWABLE AREA:

STORAGE (S-1) (MOST RESTRICTIVE)

BASED ON IBC TABLE 503 - 17,500 SQUARE FEET + 200%* = 52,500 S.F.

*(BASED UPON AREA INCREASE IN IBC SECTION 506.3)

OCCUPANCY TYPE: MIN. OCCUPANT LOAD: FLOOR AREA/OCC.: OCCUPANT LOAD:

BUSINESS (B) (GROSS) 1 OCCUPANT PER 100 SQUARE FEET 11,244 S.F. / 100 113 OCCUPANTS

MALES

BUSINESS: (27 MALES)

1 PER 25 FOR FIRST 50 = 2

1 PER 50 FOR THE REMAINDER EXCEEDING 50 = 0

NUMBER OF WATER CLOSETS PROVIDED = 3

NUMBER OF URINALS PROVIDED = 2

BUSINESS: (27 MALES)

1 PER 40 FOR FIRST 80 = 1

1 PER 80 FOR THE REMAINDER EXCEEDING 80 = 0

NUMBER OF LAVATORIES PROVIDED = 3

BUSINESS: (27 MALES)

1 PER 100 = 1; 1 (WATER COOLERS INCLUDED)

FEMALES

BUSINESS: (27 FEMALES)

1 PER 25 FOR FIRST 50 = 2

1 PER 50 FOR THE REMAINDER EXCEEDING 50 = 0

NUMBER OF WATER CLOSETS PROVIDED = 5

BUSINESS: (27 FEMALES)

1 PER 40 FOR FIRST 80 = 1

1 PER 80 FOR THE REMAINDER EXCEEDING 80 = 0

NUMBER OF LAVATORIES PROVIDED = 3

BUSINESS: (27 FEMALES)

1 PER 100 = 1; 1 (WATER COOLERS INCLUDED)

0 HR.

STORAGE (S-1) (GROSS) 1 OCCUPANT PER 500 SQUARE FEET 28,126 S.F. / 500 57 OCCUPANTS

TOTAL: 170 OCCUPANTS

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DELL RANGE BOULEVARD (R/W VARIES)

UNPLATTED

LOT 1, BLOCK 1

CHEYENNE AIRPORT ADD.

SITE

TOPOGRAPHIC SURVEY

FOR

POND AND COMPANY, INC.

11/8/16

AutoCAD SHX Text

RIM=6152.66 INV.N=6149.11

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RIM=6152.30 BOT BOX=6148.90

AutoCAD SHX Text

RIM=6152.30 BOT BOX=6148.90

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RIM=6152.48 BOT BOX=6149.03

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RIM=6152.59 BOT BOX=6149.14

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RIM=6152.57 BOT BOX=6149.12

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RIM=6152.90 INV E=6149.64

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RIM=6151.87 INV N=6147.92 INV E=6143.15 INV W=6143.21

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RIM=6151.97 INV N=6148.17 INV E=6143.87 INV W=6143.85

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RIM=6152.26 INV N=6148.41 INV E=6144.66 INV W=6144.71

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RIM=6152.05 INV N=6148.24 INV E=6145.30 INV W=6145.32

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RIM=6151.93 INV=6149.17

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RIM=6154.14 BOT BOX=6147.99

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RIM=6156.37 BOT BOX=6149.35

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RIM=6155.22 INV S=6150.22 INV W=6150.32

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RIM=6155.89 INV N=6151.14 INV E=6151.09

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RIM=6157.15 INV S=6151.65 INV W=6151.75

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RIM=6157.29 INV E=6152.49 INV W=6152.69

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RIM=6158.52 INV N=6153.58 INV E=6153.42

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RIM=6160.04 INV S=6153.64 INV W=6153.74

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RIM=6160.95 INV E=6154.55 INV W=6154.65

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RIM=6157.78 BOT BOX=6155.70

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GATE

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RIM=6155.83

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1' CONCRETE WALL

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1' CONCRETE WALL

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NO SMOKING SIGN

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SPEED LIMIT SIGN

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NO PARKING SIGN

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AIRPORT SIGN

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TURN LANE SIGN

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USAF INST WARNING SIGN

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USAF INST WARNING SIGN

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6' CHAIN LINK FENCE

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6' CHAIN LINK FENCE

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6' CHAIN LINK FENCE

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5' CHAIN LINK FENCE

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FINISHED FLOOR 6155.95

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5' CHAIN LINK FENCE

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LANDSCAPE TIMBER

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FINISHED FLOOR 6155.97

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FINISHED FLOOR 6158.56

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FINISHED FLOOR 6158.57

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1' CONCRETE WALL

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BUILDING HEIGHT 20.0'

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BUILDING HEIGHT 15.0'

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BUILDING HEIGHT 12.6'

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BUILDING HEIGHT 15.4'

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BUILDING HEIGHT 12.0'

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BUILDING HEIGHT 11.0'

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BUILDING HEIGHT 9.0'

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BUILDING HEIGHT 14.5'

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SANITARY SEWER PER BOPU MAPS

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SANITARY SEWER PER BOPU MAPS

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SANITARY SEWER PER BOPU MAPS

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(ABANDONED) SANITARY SEWER PER BOPU MAPS

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SANITARY SEWER PER BOPU MAPS

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STORM SEWER PER CITY MAPS

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STORM SEWER PER CITY MAPS

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STORM SEWER PER CITY MAPS

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CASCADE

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RYAN

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BISHOP

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FERGUSON

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HAMILTON

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FREDERICK

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MARJON

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CRESTLINE

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E OGALLALA

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MANEWAL

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JENNY LAKE

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WALKER

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SUNSET

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FISHING

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HOBBS

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KIOWA

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REDMOND

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CARROLL

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TOWNSEND

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OGALLALA

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DELL RANGE BLVD

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STINNER RD

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ANDRA

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YELLOWSTONE RD

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BRIDGE

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CENTRAL

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ANDRA

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BRIDGE

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INTERSTATE 25

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EXISTING STORM SEWER LINE

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EXISTING SANITARY SEWER LINE

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EXISTING WATER LINE

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EXISTING GAS LINE

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EXISTING CHAIN LINK FENCE

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EXISTING FIRE HYDRANT

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EXISTING WATER VALVE

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EXISTING UTILITY POLE

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EXISTING GUY WIRE

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EXISTING SANITARY SEWER MANHOLE

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HANDICAP PARKING SPOT

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EXISTING CONIFEROUS TREE

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EXISTING OVERHEAD ELECTRIC LINES

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OH ELEC

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%%ULEGEND

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EXISTING STORM SEWER MANHOLE

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EXISTING CATCH BASIN

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EXISTING SINGLE POST SIGN

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EXISTING TELEPHONE PEDESTAL

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EXISTING SHRUB

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EXISTING ELECTRIC TRANSFORMER

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EXISTING TELEPHONE MANHOLE

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EXISTING BITUMINOUS SURFACE

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EXISTING CONCRETE SURFACE

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EXISTING BURIED FIBER OPTIC LINE

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AutoCAD SHX Text Scale: 1" = 30'

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SSS

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EXISTING GUARD POST

AutoCAD SHX Text %%uCERTIFICATE OF SURVEYOR

AutoCAD SHX Text SUPPLY BUILDING 25, WANG, A PORTION OF SECTION 19, T.14N., R.66W., OF THE 6TH P.M., AND LOT 1, BLOCK 1, CHEYENNE AIRPORT, CITY OF CHEYENNE, LARAMIE COUNTY, WYOMING.

AutoCAD SHX Text I, Jeffrey B. Jones, Registered Professional Land Surveyor in the State of Wyoming, for and on behalf of Steil Surveying Services, LLC, hereby state, to the best of my knowledge, information and belief, that this map was prepared from field notes taken during an actual survey made by me or under my direct supervision; and that this map correctly shows the results of said survey and that the monuments found or set are as shown.

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EXISTING MONITOR WELL

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EXISTING DECIDUOUS TREE

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CONTROL POINT (BENCHMARK)

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STEIL SURVEYING SERVICES, LLC

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PROFESSIONAL LAND SURVEYORS

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PREPARED OCTOBER, 2016

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2016DWG\16293\16293 TOPO.DWG

AutoCAD SHX Text 1102 W. 19th ST. CHEYENNE, WY. 82001 (307)634-7273 102 W. 19th ST. CHEYENNE, WY. 82001 (307)634-7273 02 W. 19th ST. CHEYENNE, WY. 82001 (307)634-7273 2 W. 19th ST. CHEYENNE, WY. 82001 (307)634-7273 W. 19th ST. CHEYENNE, WY. 82001 (307)634-7273 W. 19th ST. CHEYENNE, WY. 82001 (307)634-7273 . 19th ST. CHEYENNE, WY. 82001 (307)634-7273 19th ST. CHEYENNE, WY. 82001 (307)634-7273 19th ST. CHEYENNE, WY. 82001 (307)634-7273 9th ST. CHEYENNE, WY. 82001 (307)634-7273 th ST. CHEYENNE, WY. 82001 (307)634-7273 h ST. CHEYENNE, WY. 82001 (307)634-7273 ST. CHEYENNE, WY. 82001 (307)634-7273 ST. CHEYENNE, WY. 82001 (307)634-7273 T. CHEYENNE, WY. 82001 (307)634-7273 . CHEYENNE, WY. 82001 (307)634-7273 CHEYENNE, WY. 82001 (307)634-7273 CHEYENNE, WY. 82001 (307)634-7273 HEYENNE, WY. 82001 (307)634-7273 EYENNE, WY. 82001 (307)634-7273 YENNE, WY. 82001 (307)634-7273 ENNE, WY. 82001 (307)634-7273 NNE, WY. 82001 (307)634-7273 NE, WY. 82001 (307)634-7273 E, WY. 82001 (307)634-7273 , WY. 82001 (307)634-7273 WY. 82001 (307)634-7273 WY. 82001 (307)634-7273 Y. 82001 (307)634-7273 . 82001 (307)634-7273 82001 (307)634-7273 82001 (307)634-7273 2001 (307)634-7273 001 (307)634-7273 01 (307)634-7273 1 (307)634-7273 (307)634-7273 (307)634-7273 (307)634-7273 307)634-7273 07)634-7273 7)634-7273 )634-7273 634-7273 34-7273 4-7273 -7273 7273 273 73 3 756 GILCHRIST ST. WHEATLAND, WY. 82201 (307)322-978956 GILCHRIST ST. WHEATLAND, WY. 82201 (307)322-97896 GILCHRIST ST. WHEATLAND, WY. 82201 (307)322-9789 GILCHRIST ST. WHEATLAND, WY. 82201 (307)322-9789GILCHRIST ST. WHEATLAND, WY. 82201 (307)322-9789ILCHRIST ST. WHEATLAND, WY. 82201 (307)322-9789LCHRIST ST. WHEATLAND, WY. 82201 (307)322-9789CHRIST ST. WHEATLAND, WY. 82201 (307)322-9789HRIST ST. WHEATLAND, WY. 82201 (307)322-9789RIST ST. WHEATLAND, WY. 82201 (307)322-9789IST ST. WHEATLAND, WY. 82201 (307)322-9789ST ST. WHEATLAND, WY. 82201 (307)322-9789T ST. WHEATLAND, WY. 82201 (307)322-9789 ST. WHEATLAND, WY. 82201 (307)322-9789ST. WHEATLAND, WY. 82201 (307)322-9789T. WHEATLAND, WY. 82201 (307)322-9789. WHEATLAND, WY. 82201 (307)322-9789 WHEATLAND, WY. 82201 (307)322-9789WHEATLAND, WY. 82201 (307)322-9789HEATLAND, WY. 82201 (307)322-9789EATLAND, WY. 82201 (307)322-9789ATLAND, WY. 82201 (307)322-9789TLAND, WY. 82201 (307)322-9789LAND, WY. 82201 (307)322-9789AND, WY. 82201 (307)322-9789ND, WY. 82201 (307)322-9789D, WY. 82201 (307)322-9789, WY. 82201 (307)322-9789 WY. 82201 (307)322-9789WY. 82201 (307)322-9789Y. 82201 (307)322-9789. 82201 (307)322-9789 82201 (307)322-978982201 (307)322-97892201 (307)322-9789201 (307)322-978901 (307)322-97891 (307)322-9789 (307)322-9789(307)322-9789307)322-978907)322-97897)322-9789)322-9789322-978922-97892-9789-97899789789899

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(NOT TO SCALE)

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VICINITY MAP

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%%UOWNERS:

AutoCAD SHX Text STEIL SURVEYING SERVICES, LLC. 1102 WEST 19th STREET CHEYENNE, WY 82001 (307) 634-7273

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%%USURVEYOR:

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STATE OF WYOMING 218 W 25TH ST. CHEYENNE, WY 82001

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CHEYENNE AIRPORT BOARD PO BOX 2210 CHEYENNE, WY. 82003

AutoCAD SHX Text %%uGENERAL NOTES

AutoCAD SHX Text 1.) UNDERGROUND UTILITIES SHOWN AS PER OBSERVABLE EVIDENCE, FROM LOCATES PROVIDED BY THE WYOMING UNDERGROUND UTILITIES SHOWN AS PER OBSERVABLE EVIDENCE, FROM LOCATES PROVIDED BY THE WYOMING GUARD, WYOMING ONE-CALL AND BOPU/CITY OF CHEYENNE RECORD MAPS. THESE SHOULD NOT BE CONSIDERED EXACT. 2.) WYOMING STATE PLANE COORDINATE SYSTEM EAST ZONE NAD83 (2011) ELEVATIONS NAVD88 (NGS BM C-90) 3.) SANITARY SEWER SERVICE AND WATER SERVICE LOCATION FROM RECORDS OF CHEYENNE BOARD OF SANITARY SEWER SERVICE AND WATER SERVICE LOCATION FROM RECORDS OF CHEYENNE BOARD OF PUBLIC UTILITIES (BOPU). THERE APPEARS TO BE SIGNIFICANT DIFFERENCES BETWEEN THE BOPU RECORDS AND EVIDENCE FOUND DURING THE SURVEY FOR THE UTILITY LOCATIONS. BOPU NOTES THIS ARE A PRIVATE LINES AND ARE NOT THE RESPONSIBILITY OF BOPU.

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%%UUTILITY AUTHORITIES:

AutoCAD SHX Text (ELECTRIC AND GAS) CHEYENNE LIGHT, FUEL & POWER 1301 W. 24TH STREET CHEYENNE, WY 82001

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(SANITARY AND WATER) B.O.P.U. 2406 SNYDER AVENUE, CHEYENNE, WY 82001

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(CABLE) SPECTRUM 611 E. CARLSON STREET, CHEYENNE, WY 82009

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(PHONE) CENTURYLINK 1916 EVANS AVENUE, CHEYENNE, WY 82001

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DRAWN BY: JAB CHECKED BY: JBJ

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REV 11-8-16

OberryC Text Box V-101

C K

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SHEET KEYNOTES

1. EXISTING FIRE DEPARTMENT CONNECTION

2. 6" DIP FIRE LINE

3. FIRE HYDRANT

4. 35 FT RADIUS

5. EXISTING 6" FIRE SERVICE LINE

6. EXISTING CHAIN LINK CONTROLLED ACCESS

GATE

7. MAIN ENTRANCE FOR FIRE DEPARTMENT

8. RIGHT-OF-WAY LINE

SHEET LEGEND

FIRE ACCESS LANE

FIRE ACCESS ROUTE

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-DISCIPLINE,

MULTI-SHEET SET OF CONSTRUCTION PLANS AND

SHALL BE READ AND COORDINATED WITH THE

FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

MATCH LINE THIS SHEET

SCALE: 1" = 30'

0 15' 30' 60' 90'

FIRE PROTECTION CODE COMPLIANCE SITE PLAN

SCALE: 1" = 100'

0 50' 100' 200' 300'

FIRE ACCESS ROUTE

28.7'

50.3'

35.5'

64.8'

1 2 3 4 5

B2 SUBMITTAL

SHEET ID

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NOT FOR CONSTRUCTION

hsiungj Text Box C-002

GENERAL STRUCTURAL NOTES:

A. GENERAL:

THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS BEFORE THEY ARE PROVIDED TO THE DESIGN

PROFESSIONAL. THE CONSTRUCTION PROFESSIONAL'S REVIEW SHALL BE DOCUMENTED WITHIN

THE SUBMITTAL. THE DESIGN PROFESSIONAL RESERVES THE RIGHT TO REJECT SUBMITTALS

THAT HAVE NOT BEEN FIRST REVIEWED BY THE CONSTRUCTION PROFESSIONAL. THE ACCURACY

AND COMPLETENESS OF THE SUBMITTALS IS THE SOLE RESPONSIBILITY OF THE CONTRACTION

PROFESSIONAL, INCLUDING ALL ERRORS AND OMISSIONS. IN ADDITION, THE CONTRACTION

PROFESSIONAL IS SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, AND SEQUENCING OF

CONSTRUCTION.

THE CONSTRUCTION PROFESSIONAL AND ALL SUBCONTRACTORS SHALL BE EXPERIENCED AND

QUALIFIED TO PERFORM THE TYPE OF CONSTRUCTION REQUIRED TO COMPLETE THE WORK

PRESCRIBED BY THE CONSTRUCTION DOCUMENTS. THE CONSTRUCTION DOCUMENTS WERE

PREPARED AS A COMPLETE SET OF PROJECT DRAWINGS AND SPECIFICATIONS. IT IS THE

GENERAL CONTRACTOR’S RESPONSIBILITY TO COORDINATE ALL INFORMATION PROVIDED IN ALL DISCIPLINE DRAWINGS AND SPECIFICATIONS. THE CONSTRUCTION PROFESSIONAL SHALL NOTIFY THE DESIGN PROFESSIONAL IMMEDIATELY OF ANY CONFLICTS, OMISSIONS, OR DISCREPANCIES.

THIS COORDINATION SHALL BE PERFORMED BEFORE THE PROCUREMENT OF MATERIALS AND/OR

FABRICATION OF ANY PROJECT COMPONENTS.

WHERE SECTION IS SHOWN AND DETAILED, OTHER SECTIONS OF SIMILAR CONDITION SHALL BE

DETAILED THE SAME OR OPPOSITE HAND, WHETHER SPECIFICALLY NOTED OR NOT.

THE DESIGN PROFESSIONAL'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. SUCH

APPROVAL MAY ALSO BE WITHHELD AT THE SOLE DISCRETION OF THE DESIGN PROFESSIONAL.

THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE

FOLLOWING: THE INTERNATIONAL BUILDING CODE, 2015 EDITION (IBC 2015), ASCE 7-10, UFC 3-301-

01, AND UFC 4-010-01.

THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO ERECT

AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS AND LATERAL

BRACING ARE IN PLACE.

DESIGN LOADS USED IN THE DESIGN OF THE STRUCTURAL SYSTEMS IN THIS PROJECT ARE AS

FOLLOWS:

a. RISK CATEGORY

b. DEAD LOAD:

ROOF (NOT INCLUDING FRAMING SELF WT.)

c. LIVE LOAD:

ROOF

SLAB-ON-GRADE

d. ROOF SNOW LOAD:

GROUND SNOW LOAD, pg

e. WIND DESIGN CRITERIA:

EXPOSURE CATEGORY

BASIC WIND SPEED, V

INTERNAL PRESSURE

d. SEISMIC DESIGN CRITERIA:

SPECTRAL RESPONSE ACCELERATION:

Ss (SHORT PERIOD (0.2 SECOND))

S1 (LONG PERIOD (1.0 SECOND))

Sds (SHORT PERIOD (0.2 SECOND)) Sd1 (LONG PERIOD (1.0 SECOND))

III

25 psf

20 psf 100 psf

20 psf

C 120 mph ±0.18

0.160 g

0.06 g

0.170 g

0.087 g

B. FOUNDATION:

FOUNDATIONS AND EARTH RETAINING STRUCTURES HAVE BEEN DESIGNED FOR AN ASSUMED

MAXIMUM ALLOWABLE BEARING PRESSURE OF 2,000 psf.

PRIOR TO PLACING FOUNDATION CONCRETE, AND AFTER COMPACTION OF SUBGRADE, ALL

FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND TESTED BY A QUALIFIED GEOTECHNICAL

TECHNICIAN. TESTING SHALL INCLUDE IN PLACE DENSITY TESTING, WHICH WILL REQUIRE

ESTABLISHING THE OPTIMUM MOISTURE CONTENT OF THE SUBGRADE. IF THE SUBGRADE HAS

LESS THAN THE STATED BEARING CAPACITY THE WEAK SUBGRADE SHALL BE REMOVED,

RECOMPACTED, AND RETESTED UNTIL IT IS SATISFACTORY. CONCRETE PLACEMENT SHALL NOT

PROCEED UNTIL THE SUBGRADE MEETS THE MINIMUM DENSITY REQUIREMENTS OF THE

GEOTECHNICAL REPORT.

SOILS BENEATH NEW FOUNDATIONS AND SLAB-ON-GRADE SHALL BE PREPARED WITH THE

FOLLOWING A MINIMUM OF 12" OF APPROVED ON-SITE OR IMPORTED SOILS PLACED AND

COMPACTED AND 4" OF COMPACTED LAYER OF FREE DRAINING, GRANULAR SUBBASE.

C. CAST-IN-PLACE CONCRETE:

CAST-IN-PLACE CONCRETE FOR THIS PROJECT SHALL COMPLY WITH THE AMERICAN

CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE

AND COMMENTARY" ACI 318-14 AND ACI 318R-14.

REFERENCE PROJECT SPECIFICATION SECTION 03 30 00 "CAST-IN-PLACE CONCRETE."

CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:

ALL EXPOSED CONCRETE EDGES SHALL HAVE 3/4" CHAMFER, WHETHER SPECIFICALLY

NOTED OR NOT.

TYPICAL SLAB FINISH SHALL BE BROOM FINISH FOR EXTERIOR SLABS AND INTERIOR WET

SLABS AND STEEL TROWEL FINISH FOR INTERIOR DRY SLABS.

ALL ANCHOR RODS SHALL BE BLACK STEEL.

CONCRETE FORMWORK SHALL COMPLY WITH ACI 347, LATEST EDITION. CONTRACTOR SHALL

BE RESPONSIBLE FOR THE DESIGN OF ALL FORMWORK.

DURING AND IMMEDIATELY AFTER PLACING, CONCRETE SHALL BE THOROUGHLY

COMPACTED BY SPADING OR MECHANICAL VIBRATING TO PROVIDE DENSE CONCRETE FREE

OF HONEYCOMBING.

DIRECTLY AFTER FORMS HAVE BEEN REMOVED, ALL EXPOSED TIE WIRES AND STAPLED

ENDS SHALL BE REMOVED FROM CONCRETE SURFACES TO BE EXPOSED. CUT TIES FLUSH

WITH FINISHED SURFACES FOR ALL OTHER CONCRETE. RUB SMOOTH OR CUT OFF FINS

AND ROUGH PLACES. REMOVE ALL LOOSE CONCRETE AND OTHER IRREGULARITIES. PATCH

AND FILL VOIDS WITH BONDING AGENT AS REQUIRED.

AREA

S.O.G.

FOUNDATIONS

WEIGHT

150 pcf 150 pcf

STRENGTH @ 28 DAYS

4,000 psi 4,500 psi

AIR CONTENT

< 3% < 6%

MAX. W/C RATIO

0.45 0.45

D. CONCRETE REINFORCEMENT:

10.

11.

REINFORCING STEEL SHALL CONFORM TO ASTM A615 SUPPLEMENT SI, GRADE 60, OF

DOMESTIC MANUFACTURER.

REINFORCEMENT SHALL BE FABRICATED TO SHAPES AND DIMENSIONS SHOWN AND SHALL

CONFORM TO THE REQUIREMENTS OF CRSI AND ACI 318. REINFORCEMENT SHALL BE COLD

BENT UNLESS OTHERWISE AUTHORIZED. BENDING MAY BE ACCOMPLISHED IN THE FIELD

OR AT THE MILL. BARS SHALL NOT BE FIELD BENT WITHOUT THE APPROVAL OF THE ENGINEER.

REINFORCEMENT SHALL BE FREE FROM LOOSE RUST AND SCALE, DIRT, OIL, OR OTHER

DELETERIOUS COATING THAT COULD REDUCE BOND WITH THE CONCRETE.

NO SPLICES OF REINFORCEMENT SHALL BE PERMITTED EXCEPT AS DETAILED OR

AUTHORIZED. MAKE BARS CONTINUOUS AROUND CORNERS WITH CORNER BARS. WHERE

PERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE CLASS "B" TENSION LAPS.

TENSION AND COMPRESSION REINFORCEMENT SPLICES IN CONCRETE SHALL BE MADE AS

FOLLOWS:

#3 BARS - 20" #6 BARS - 37" #9 BARS - 70"

#4 BARS - 25" #7 BARS - 54" #10 BARS - 78"

#5 BARS - 31" #8 BARS - 62"

WHERE HOOKS ARE SHOWN, PROVIDE STANDARD 90 DEGREE HOOKS IN ACCORDANCE WITH

CRSI AND ACI 318, UNLESS NOTED OTHERWISE.

WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF VERTICAL

REINFORCING FROM FOUNDATION. DOWELS SHALL HAVE STANDARD 90 DEGREE HOOKS.

MINIMUM CONCRETE REINFORCING COVER REQUIREMENTS:

a. CONCRETE CAST AGAINST EARTH: 3"

b. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:

WALLS, SLABS:

#6 BAR AND LARGER 2"

#5 BAR AND SMALLER 1 1/2"

c. FORMED CONCRETE NOT EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND:

WALLS, SLABS:

#11 BAR AND SMALLER 3/4"

ALL REINFORCING STEEL AND EMBEDDED ITEMS SUCH AS ANCHOR RODS AND WELD

PLATES SHALL BE PLACED TO PREVENT DISPLACEMENT BEYOND PERMITTED TOLERANCES.

DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL-2004," PUBLICATION SP-66,

ACI 318, AND ACI 315, OR LATEST EDITIONS.

PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS

SHOWN ON PLANS.

WELDING OF REINFORCEMENT IS NOT PERMITTED.

E. STRUCTURAL STEEL:

STRUCTURAL STEEL FOR THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE

FOURTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "STEEL

CONSTRUCTION MANUAL."

STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:

a. STRUCTURAL STEEL WIDE FLANGE SHAPES: ASTM A992, Fy = 50 ksi

b. OTHER STRUCTURAL STEEL SHAPES, PLATES, AND BARS: ASTM A36, Fy = 36 ksi

c. HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500, GRADE B, Fy = 46 ksi

d. STEEL PIPE: ASTM A53, GRADE B, Fy = 35 ksi

e. ANCHOR RODS: ASTM F1554, Fy = 36 ksi

WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING CODE - STEEL,"

LATEST EDITION. WELD ELECTRODES SHALL BE E70XX. PROVIDE 1/4" CONTINUOUS FILLET

WELDS UNLESS NOTED OTHERWISE.

EXPOSED EXTERIOR METAL INCLUDING ALL SHALL BE SHOP PRIMED AND FIELD PAINTED IN

ACCORDANCE WITH SPECIFICATION 09 90 00 "PAINTS AND COATINGS."

F. CONCRETE MASONRY:

10.

CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE II, TWO CELL UNITS, AND BE MADE WITH REGULAR WEIGHT AGGREGATE. THE COMPRESSIVE STRENGTH OF MASONRY, f'm, EXPRESSED AS FORCE PER UNIT OF NET CROSS-SECTIONAL AREA, SHALL BE 1,500 psi AT 28 DAYS.

REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60. SHOP FABRICATE REINFORCING

BARS WHICH ARE SHOWN TO BE HOOKED.

GROUT SHALL COMPLY WITH ASTM C476, AND SHALL BE PROPORTIONED TO OBTAIN A 28 DAY

COMPRESSIVE STRENGTH OF 2,000 psi.

MORTAR SHALL COMPLY WITH ASTM C270. AGGREGATE FOR MORTAR SHALL COMPLY WITH

ASTM C144. AGGREGATE FAILING TO COMPLY WITH ASTM C144 GRADATION REQUIREMENTS MAY BE USED PROVIDED THE MORTAR CAN BE PREPARED TO COMPLY WITH THE AGGREGATE RATIO, WATER

RETENTION, AND COMPRESSIVE STRENGTH REQUIREMENTS OF THE PROPERTY SPECIFICATIONS

ASTM C270.

PROVIDE VERTICAL REINFORCING BARS OF THE GIVEN SIZE AND SPACING SHOWN ON THE DRAWINGS.

TENSION AND COMPRESSION REINFORCEMENT SPLICES IN CONCRETE SHALL BE MADE AS FOLLOWS:

#4 BARS - 32"

#5 BARS - 39"

#6 BARS - 65"

#7 BARS - 90"

PROVIDE REBAR DOWELS FROM THE FOUNDATION OF THE SAME SIZE AND SPACING AS VERTICAL REINFORCING. DOWELS SHALL HAVE STANDARD ACI HOOKS. DOWELS SHALL HAVE A MINIMUM LAP

AS SHOWN ON THE DRAWINGS.

PROVIDE STANDARD 9 GAUGE HORIZONTAL JOINT REINFORCING IN CMU WALLS AT 16" ON CENTER AND IN TWO JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS, EXTENDING A MINIMUM OF 2'-0" OR 48 BAR DIAMETERS, WHICHEVER IS GREATER, BEYOND THE JAMB ON EACH SIDE OF THE OPENING, EXCEPT AT CONTROL JOINTS.

FILL ALL REINFORCED CELLS AND ALL CELLS BELOW GRADE WITH GROUT.

ALL CMU SHALL BE LAID IN A RUNNING BOND PATTERN.

REINFORCING SHALL NOT BE WELDED UNLESS SPECIFICALLY NOTED OTHERWISE.

G. LIGHT-GAUGE STEEL FRAMING:

LIGHT-GAUGE FRAMING SHALL BE A DELEGATED DESIGN. SEE SPECIFICATION 05 40 00.

SIZE, STYLE, AND GAUGE OF FRAMING MEMBERS SHALL BE BASED ON STEEL STUD

MANUFACTURER'S ASSOCIATION PRODUCT TECHNICAL INFORMATION.

ALL LIGHT-GAUGE STRUCTURAL FRAMING MEMBERS SHALL BE FORMED FROM CORROSION-

RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM C99 WITH A MINIMUM YIELD STRENGTH OF 33 ksi.

ALL LIGHT-GAUGE MEMBERS SHALL BE GALVANIZED WITH A G60 COATING.

LATERAL BRACING SHALL BE INSTALLED IN ALL EXTERIOR WALLS PER SPECIFICATION 05 40 00.

ALL FIELD CUTTING OF LIGHT-GAUGE MEMBERS SHALL BE COMPLETED BY SAWING OR SHEARING.

TORCH CUTTING IS NOT ACCEPTABLE.

STUDS OR OTHER COLD-FORMED MEMBERS SHALL NOT BE NOTCHED, COPED, OR SPLICED.

ALL STUDS SHALL BE FILLY SEATED FOR FULL END BEARING ON BOTTOM TRACK.

TOP TRACKS AT THE TO POP OF STUDS ANCHORED TO BOTTOM SIDE OF STRUCTURAL

COMPONENTS SHALL ALLOW FOR A 1" VERTICAL DEFLECTION WITHOUT TRANSFERRING VERTICAL

LOAD TO STUDS.

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S-001

B2 DESIGN SUBMITTAL

G E

N E

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H. ANTITERRORISM AND FORCE PROTECTION (AT/FP):

ALL EXTERIOR WINDOWS AND EXTERIOR DOORS SHALL BE DESIGNED IN ACCORDANCE

WITH UFC 4-010-01 AND UFC 4-020-01.

THE WINDOW AND DOOR SUPPLIER IS RESPONSIBLE FOR THE WINDOW AND DOOR DESIGN,

FRAME DESIGN, AND CONNECTIONS BETWEEN THE FRAME AND SURROUNDING

STRUCTURE. DESIGN SHALL BE IN COMPLIANCE WITH UNIFIED FACILITIES CRITERIA

DOCUMENTS STATED IN NOTE A OF THIS SHEET. ALL CONNECTIONS SHALL BE DESIGNED

IN ACCORDANCE WITH ASTM F2248 AND UFC 4-010-01.

SEE ARCHITECTURAL DRAWINGS FOR OPENING LOCATIONS AND DIMENSIONS.

THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED CALCULATIONS AND DRAWINGS OR

ASSEMBLY TEST DATA TO THE ENGINEER OF RECORD FOR REVIEW.

THE CONTRACTOR SHALL SUBMIT INFORMATION FOR ALL EXTERIOR WINDOWS AND

EXTERIOR DOORS THAT DEMONSTRATES THE COMPONENTS COMPLY WITH UFC 4-010-01

BY DYNAMIC TESTING OR BY STATIC OR DYNAMIC ANALYSIS AS PROVIDED IN UFC4-010-01.

THE CRITERIA REQUIRED FOR THESE DESIGN OPTIONS ARE AS FOLLOWS:

THESE REQUIREMENTS HEREIN ARE IN ADDITION TO THE ARCHITECTURAL REQUIREMENTS

FOR WINDOWS AND DOORS. SEE DIVISION 8 SPECIFICATIONS.

ALL OBSTRUCTIONS NOT IDENTIFIED WITHIN THE CONSTRUCTION DOCUMENTS THAT CAN

CONCEAL A 6" OBJECT (SUCH AS TRASH CONTAINERS) SHALL BE REMOVED FROM THE

PERIMETER OF THE BUILDING WITHIN THE STANDOFF DISTANCE PROVIDED ABOVE.

NOTIFY THE CONTRACTING OFFICER BEFORE REMOVING ANY OBSTRUCTIONS.

ALL SUSPENDED UTILITIES AND OTHER FIXTURES WEIGHING 31 lbs. OR MORE SHALL BE

SUPPORTED TO RESIST FORCES OF 0.5 TIMES THE EQUIPMENT WEIGHT IN ANY

HORIZONTAL DIRECTION AND 1.5 TIMES THE EQUIPMENT WEIGHT IN THE DOWNWARD

DIRECTION. THIS REQUIREMENT DOES NOT APPLY TO DISTRIBUTION SYSTEMS SUCH AS

PIPING NETWORKS OR DUCTWORK. THIS REQUIREMENT DOES NOT PRECLUDE THE NEED

TO DESIGN EQUIPMENT SUPPORTS FOR FORCES REQUIRED BY OTHER CRITERIA, SUCH AS

SEISMIC STANDARDS.

DYNAMIC TESTING:

a. BUILDING CATEGORY = ADMINISTRATION PORTION OF BUILDING: INHABITED

WAREHOUSE PORTIONS: LOW OCCUPANCY

(AS DEFINED BY UFC 4-010-01)

b. LEVEL OF PROTECTION = LOW (AS DEFINED BY UFC 4-010-01)

c. STANDOFF DISTANCE = VARIES (SEE CIVIL DRAWINGS)

d. CHARGE WEIGHT = VARIES (AS DEFINED BY UFC 4-010-01)

STATIC LOADING:

EQUIVALENT 3 SECOND STATIC LOAD AS DETERMINED BY GLAZING MANUFACTURER

(OTHER STATIC LOAD REQUIREMENTS FOR DESIGN SHALL BE PER UFC 4-010-01)

DYNAMIC LOADING:

a. PEAK REFLECTIVE PRESSURE = 21.3 psi

b. IMPULSE = 65 psi-ms

ABBREVIATION KEY

AND

DIAMETER

ARCHITECTURAL

BUILDING

BOTTOM

CENTERLINE

CAST-IN-PLACE

CONTROL JOINT

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

DEAD LOAD

DRAWING

DOWEL

EACH END

EACH FACE

ENGINEER OF RECORD

EDGE OF SLAB

EACH SIDE

EACH WAY

EXPANSION

FOUNDATION

FOOTING

HOOK

HORIZONTAL

INCH

KIPS

1,000 POUNDS PER SQUARE INCH

EXTERIOR

FEET

DIAMETER

ELEVATION

CLEAR

POUNDS

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MANUFACTURER

MINIMUM

MILES PER HOUR

NOT APPLICABLE

NEAR SIDE

ON CENTER

OPPOSITE

PLATE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REQUIRED

SQUARE FOOT

SIMILAR

STANDARD

TOP AND BOTTOM

TOP OF

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WITH

WATER TO CEMENT

WORKING POINT

WELDED WIRE REINFORCEMENT

SQUARE

PRE-MOLDED JOINT FILLER

REINFORCEMENT

NOT TO SCALE

ARCH

BLDG

BTM

CIP

CLR.

CMU

COL

CONC

CONST.

CONT.

DIA.

D.L.

DWG

DWL

E.E.

E.F.

ELEV.

E.O.R.

E.O.S.

E.S.

E.W.

EXP.

EXT.

FDN

FTG

HORIZ.

K ksi lb

L.L.

LLH

LLV

MAX.

MFR.

MIN.

mph

N/A

N.S.

N.T.S.

O.C.

OPP.

PJF

psf psi

REINF.

REQ'D

S.F.

SIM.

SQ.

STD

T&B

TYP.

U.N.O.

VERT.

W/C

W.P.

WWR

EQUALEQ

EXISTINGEXIST.

SLAB-ON-GRADESOG

I. POST INSTALLED ANCHORS:

ALL POST INSTALLED ANCHORS SHALL BE INSTALLED WITH THE PRODUCT DIAMETER AND

EMBEDMENT SHOWN IN THE DETAILS.

INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION

INSTRUCTIONS. CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE FOR

PRODUCT INSTALLATION TRAINING.

REFER TO THE PROJECT BUILDING CODE AND/OR EVALUATION REPORT FOR SPECIAL

INSPECTIONS AND PROOF LOAD REQUIREMENTS.

THREADED RODS SHALL HAVE A MINIMUM YIELD STRENGTH OF 36 ksi.

SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW MAY BE

SUBMITTED BY THE CONTRACTOR TO THE ENGINEER OF RECORD FOR REVIEW. SUBSTITUTIONS

WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A RESEARCH REPORT RECOGNIZING THE

PRODUCT FOR THE APPROPRIATE APPLICATION UNDER THE PRODUCT BUILDING CODE.

SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE

SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT PERFORMANCE VALUES OF

THE DESIGN BASIS PRODUCT.

ADHESIVE ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.4 AND ICC-ES

AC308 FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS. DESIGN ADHESIVE BOND

STRENGTH HAS BEEN BASED ON ACI 355.4 TEMPERATURE CATEGORY B WITH INSTALLATIONS

INTO DRY HOLES DRILLED USING A CARBIDE DRILL BIT INTO CRACKED CONCRETE THAT HAS

CURED FOR AT LEAST 21 DAYS. ADHESIVE ANCHORS REQUIRING CERTIFIED INSTALLATIONS SHALL

BE INSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER PER ACI 318-11 D.9.2.2.

INSTALLATIONS REQUIRING CERTIFIED INSTALLERS SHALL BE INSPECTED PER ACI 318-11 D.9.2.4.

PRE-APPROVED PRODUCTS INCLUDE:

BASIS OF DESIGN

MANUFACTURER PRODUCT ICC REPORT

HILTI

HIT-HY 200R WITH

HIT-Z ANCHORS

PRE-APPROVED

ALTERNATE ANCHORS

ESR-3187HILTI

HIT-RE 500-SD WITH

THREADED ROD

ESR-2322

SIMPSON STRONG-TIE

SET-XP WITH

THREADED ROD

ESR-2508

POWERS FASTENERS

PE1000+ WITH

THREADED ROD

ESR-2583

J. EXISTING CONCRETE REPAIR:

THE EXISTING PRECAST CONCRETE DOUBLE TEE PANELS HAVE EXBHITIED DETERIORATION AND

REQUIRE REPAIRS. THIS DETERIORATION HAS OCCURRED ABOVE AND BELOW GRADE. THIS

DETERIORATION SHALL BE REPAIRED AFTER THE SOIL HAVE BEEN EXCAVATED DOWN THE EXISTING FOUNDATIONS AS PART OF THE NEW WORK AND BEFORE THE NEW FOUNDATIONS ARE CONSTRUCTED.

AT LOCATIONS WHERE THE EXISTING PRECAST PANELS SHOW SIGNS OF DEGRADATION ABOVE AND BELOW GRADE, THE CONTRACTOR SHALL BE REPAIR THE PANELS WITH THE FOLLOWING PROCEDURE:

FOR BIDDING PURPOSES, THE CONTRACTOR SHALL ASSUME A TOTAL OF 3,000 SQUARE FEET OF

CONCRETE FROM THE WALL PANELS WILL NEED TO BE REPAIRED.

ALL REMOVED CONCRETE SHALL BE DEPOSED IN ACCORDANCE WITH THE REQUIREMENTS OF DIVISION

00 AND 01 OF THE PROJECT SPECIFICATIONS.

CONTACT THE CONTRACTING OFFICER’S REPRESENTATIVE (COR) ANY DAMAGE IS ENCOUNTERED WITH

THE EXISTING REFORCEMENT WITHIN THE WALL PANELS.

CONTACT THE (COR) AFTER THE DETERIORATED CONCRETE IS REMOVED AND BEFORE THE CONCRETE REPAIR IS STARTED. THE CONTRACTOR SHALL ALLOW THE COR 5 BUSINESSNESS DAYS TO OBSERVE

THE EXISTING CONDITIONS.

REMOVAL OF CONCRETE WITHIN THE WALL PANELS MAY RESULT IN AN INSTABILITY. IT IS THE CONTRACTOR’S RESPONSIBILITY TO ENSURE THE PANELS ARE STABLE AND NO ADDITIONAL DAMAGE

OCCURS DURING CONSTRUCTION.

a. ALL EXISTING LOOSE AND SPALLED CONCRETE SHALL BE REMOVE DOWN TO THE SOLID, UNDAMAGED CONCRETE.

b. ALL EXPOSED REINFORCING AFTER THE REMOVAL OF LOOSE AND SPALLED CONCRETE

SHALL BE CLEANED DOWN TO THE BARE STEEL.

c. ALL CRACKS AND AREAS OF REPAIR SHALL BE FILLED WITH A COMPRESSIBLE EPOXY

FILLER AS PRESCRIBED BY THE MANUFACTURERS SPECIFICATIONS. (BASIS OF DESIGN IS

SIKADUR CRACKWELD OR EQUIVALENT)

d. AFTER THE EXISTING CONCRETE SURFACE IS CLEAR OF DEBRIS AND FREE OF MOISTURE, APPLY A SILANE TYPE SOLUTION TO ALL EXPOSED EXSITING CONCRETE SURFACES BELOW

GRADE. (BASIS OF DESIGN IS SIKAGARD 701 W OR EQUIVALENT)

e. THE APPLIED SILANE SOULUTION SHALL BE ALLOWED SUFICIENT TIME TO CURE BASED ON

THE MANUFACTURERS SPECIFICATIONS PRIOR TO PLACED NEW CONCRTE FOUNDATIONS.

f. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER’S REPRESENTATIVE (COR)

OF AREAS THAT EXHIBIT EXTREME CONCRETE DEGRADATION OR SECTION LOSS PRIOR TO

PREFORMING ANY OF THE REPAIR STEPS LISTED ABOVE.

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B2 DESIGN SUBMITTAL

G E

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R A

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O T

E S

A N

D A

B B

R E

N S

C H

E D

U L E

R E

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U P

P L Y

B U

C H

E Y

E N

N E

Y O

N A

L G

U A

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W Y

O M

R I C

E L L R

A N

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M W

W L -1

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-X -X

X X

SCALE: N.T.S.

OVERALL BUILDING ISOMETRIC

SEE ROOF PLAN FOR

LENGTHS

NOTE:

AREA ≤ 10 S.F. AREA = 25 S.F. AREA = 50 S.F. 100 S.F. ≤ AREAZONE

EFFECTIVE WIND AREA

ROOF COMPONENTS AND CLADDING WIND PRESSURE SCHEDULE

+16/-33.4 +16/-32.2 +16/-31.4 +16/-30.5

+16/-36.2+16/-42.1+16/-48.1+16/-56.0

+16/-84.2 +16/-65.1 +16/-50.6 +16/-36.2

AREA ≤ 10 S.F. AREA = 50 S.F. AREA = 200 S.F. 500 S.F. ≤ AREAZONE

EFFECTIVE WIND AREA

WALL COMPONENTS AND CLADDING WIND PRESSURE SCHEDULE

+30.5/-33.1 +27.4/-29.9 +24.7/-27.2 +22.9/-25.4

+22.9/-25.4+24.7/-29.0+27.4/-34.4+30.5/-40.7

3 3

2 2

3 3

5'-6" SEE PLAN 5'-6"

S E

E P

L A

7'-2" SEE PLAN 7'-2"

S E

E P

L A

S E

E P

L A

5'-6"

SEE PLAN

5'-6"

SEE PLAN

S E

E P

L A

S E

E P

L A

SEE PLAN

S E

E P

L A

SEE PLAN

NOTES:

POSITIVE VALUES ACT TOWARD THE ROOF SURFACE (COMPRESSION) AND

NEGATIVE VALUES ACT AWAY FROM THE ROOF SURFACE (UPLIFT).

LINEAR INTERPOLATION PERMITTED BETWEEN VALUES.

VALUES INDICATED IN TABLE ARE FACTORED LOADS IN ACCORDANCE WITH

ASCE 7-10.

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B2 DESIGN SUBMITTAL

C O

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C L A

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W L -1

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X X

-X -X

X X

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

ROOF WIND LOAD DIAGRAM

KEY PLAN

AREA A

AREA B

1705.2 STEEL CONSTRUCTION

MATERIAL / ACTIVITY SERVICE EXTENT

1.)

2.)

3.)

4.)

5.)

1.)

a.)

b.)

c.)

d.)

2.)

FABRICATOR AND ERECTOR DOCUMENTS (VERIFY

REPORTS AND CERTIFICATES AS LISTED IN AISC 360,

CHAPTER N, PARAGRAPH 3.2 FOR COMPLIANCE WITH

CONSTRUCTION DOCUMENTS)

MATERIAL VERIFICATION OF STRUCTURAL STEEL

EMBEDMENTS (VERIFY DIAMETER, GRADE, TYPE,

LENGTH, EMBEDMENT. SEE 1705.3 FOR ANCHORS)

VERIFY MEMBER LOCATIONS, BRACES, STIFFENERS, AND

APPLICATION OF JOINT DETAILS AT EACH CONNECTION

COMPLY WITH CONSTRUCTION DOCUMENTS

STRUCTURAL STEEL WELDING:

INSPECTION TASKS PRIOR TO BOLTING (OBSERVE, OR

PERFORM TASKS FOR EACH BOLTED CONNECTION, IN

ACCORDANCE WITH QA TASKS LISTED IN AISC 360,

TABLE N5.6-1)

NONDESTRUCTIVE TESTING (NDT) OF WELDED

JOINTS: SEE COMMENTARY

COMPLETE PENETRATION GROOVE WELDS 5/16"

OR GREATER IN RISK CATEGORY III OR IV

THERMALLY CUT SURFACES OF ACCESS HOLES

WHEN MATERIAL t > 2"

WELDED JOINTS SUBJECT TO FATIGUE WHEN

REQUIRED BY AISC 360, APPENDIX 3 TABLE A-3.1

FABRICATOR'S NDT REPORTS WHEN

FABRICATOR PERFORMS NDT

STRUCTURAL STEEL BOLTING:

INSPECTION TASKS DURING BOLTING (OBSERVE THE

QA TASKS LISTED IN AISC 360, TABLE N5.6-2)

PRE-TENSIONED AND SLIP-CRITICAL JOINTS

TURN-OF-NUT WITH MATCHING MARKINGS

DIRECT TENSION INDICATOR

TWIST-OFF TYPE TENSION CONTROL BOLT

TURN-OF-NUT WITHOUT MATCHING

MARKINGS

INSPECTION TASKS PRIOR TO WELDING (OBSERVE,

OR PERFORM FOR EACH WELDED JOINT OR MEMBER,

THE QA TASKS LISTED IN AISC 360, TABLE N5.4-1)

INSPECTION TASKS DURING WELDING (OBSERVE, OR

PERFORM FOR EACH WELDED JOINT OR MEMBER,

THE QA TASKS LISTED IN AISC 360, TABLE N5.4-2)

INSPECTION TASKS AFTER WELDING (OBSERVE, OR

PERFORM FOR EACH WELDED JOINT OR MEMBER,

THE QA TASKS LISTED IN AISC 360, TABLE N5.4-3)

COMPLETE PENETRATION GROOVE WELDS 5/16"

OR GREATER IN RISK CATEGORY II

e.) CALIBRATED WRENCH

SNUG-TIGHT JOINTS

INSPECTION TASKS AFTER BOLTING (PERFORM

TASKS FOR EACH BOLTED CONNECTION IN

ACCORDANCE WITH QA TASKS LISTED IN AISC 360,

TABLE N5.6-3)

INSPECTION OF STEEL ELEMENTS OF COMPOSITE

CONSTRUCTION PRIOR TO CONCRETE PLACEMENT IN

ACCORDANCE WITH QA TASKS LISTED IN AISC 360,

TABLE N6.1

SUBMITTAL REVIEW EACH SUBMITTAL

PERIODIC

CONTINUOUS

EACH SUBMITTAL

OBSERVE

PERFORM

OBSERVE OR PERFORM

AS NOTED

OBSERVE OR PERFORM

AS NOTED

OBSERVE OR PERFORM

AS NOTED

OBSERVE OR PERFORM

AS NOTED

FIELD INSPECTION

VERIFY REPORTS

SHOP AND FIELD INSPECTION

SHOP AND FIELD

INSPECTION AND TESTING

SHOP OR FIELD ULTRASONIC

TESTING - 100%

SHOP OR FIELD ULTRASONIC

TESTING - 10% OF WELDS MINIMUM

SHOP OR FIELD RADIOGRAPHIC OR

ULTRASONIC TESTING

SHOP OR FIELD MAGNETIC

PARTICLE OR PENETRANT TESTING

PERIODIC

1705.3 CONCRETE CONSTRUCTION

MATERIAL / ACTIVITY SERVICE EXTENT

1. INSPECTION OF REINFORCING STEEL, INCLUDING

PRE-STRESSING TENDONS, AND PLACEMENT

2. INSPECTION OF REINFORCING STEEL WELDING IN

ACCORDANCE WITH TABLE 1705.2.2 ITEM 2b

3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE

ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE

STRENGTH DESIGN IS USED

4. INSPECTION OF ANCHORS POST-INSTALLED IN

HARDENED CONCRETE MEMBERS

5. VERIFY USE OF…

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