JA-3.2_-_FTQW_18-0209_Drawings_22x34.pdf

PL

O

TT

ED

O N

FA8903-16-D-0016 / FA8903-17-F-0118

Drawing # AF 141-181-02 Sheet 1 of 159

FTQW180209

FINAL DESIGN SUBMITTAL

1/

/2

9:

:4

AM

C :\U se rs

\d st ie rw al t\D oc um en ts

\B

_S tru ct ur al

_D M

_C en tra l_ da vi ds tie rw al t1

9.

rv t

F-35 RENOVATE WEAPONS LOAD

TRAINING OFFICE AND HANGAR

EIELSON AFB, ALASKA

2019.01.22

PL

O

TT

ED

O N

SHEET TITLE

FTQW180209

Drawing # AF 141-181-02 Sheet 2 of 159

FINAL DESIGN SUBMITTAL

SCHEDULE OF DRAWINGS

REF.

NUM.

SHT

REF.

NUM.

SHT SHEET TITLE

REF.

NUM.

SHT SHEET TITLE

REF.

NUM.

SHT SHEET TITLE

REF.

NUM.

SHT SHEET TITLE

1/

/2

9:

:4

AM

C :\U se rs

\d st ie rw al t\D oc um en ts

\B

_S tru ct ur al

_D M

_C en tra l_ da vi ds tie rw al t1

9.

rv t

F-35 RENOVATE WEAPONS LOAD TRAINING OFFICE AND HANGAR

EIELSON AFB, ALASKA

2019.01.22

1 G-001 COVER SHEET

2 G-002 DRAWING INDEX

3 G-101 CODE SUMMARY

4 G-102 FIRST FLOOR LIFE SAFETY PLAN

5 G-103 MEZZANINE LIFE SAFETY PLAN

GENERAL

6 S-001 STRUCTURAL ABBREVIATIONS AND SYMBOLS

7 S-002 STRUCTURAL GENERAL NOTES, DESIGN LOADS

8 S-003 STRUCTURAL GENERAL NOTES

9 S-004 STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS

10 S-005 STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS

11 S-006 STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS

12 S-007 WIND UPLIFT MAP

13 S-101 FOUNDATION PLAN

14 S-102 MEZZANINE FRAMING PLAN

15 S-103 ROOF FRAMING PLAN

16 S-201 FRAMING ELEVATIONS

17 S-202 FRAMING ELEVATIONS

18 S-203 FRAMING ELEVATIONS

19 S-204 FRAMING ELEVATIONS

20 S-205 FRAMING ELEVATIONS

21 S-206 FRAMING ELEVATIONS

22 S-207 FRAMING ELEVATIONS

23 S-208 FRAMING ELEVATIONS

24 S-209 FRAMING ELEVATIONS

25 S-210 FRAMING ELEVATIONS

26 S-211 FRAMING ELEVATIONS

27 S-301 SECTIONS

28 S-302 SECTIONS

29 S-401 ENLARGED PLANS

30 S-501 CMU DETAILS 1

31 S-502 CMU DETAILS 2

32 S-510 CONCRETE DETAILS

33 S-521 STEEL DETAILS 1

34 S-522 STEEL DETAILS 2

35 S-523 STEEL DETAILS 3

36 S-524 STEEL DETAILS

37 S-531 STAIR DETAILS

38 S-801 MECHANICAL EQUIPMENT SUPPORT DETAILS

39 S-802 MECHANICAL EQUIPMENT SUPPORT DETAILS

40 S-803 MECHANICAL EQUIPMENT SUPPORT DETAILS

STRUCTURAL

41 A-001 ABBREVIATIONS AND SYMBOLS LEGEND

42 A-101 FIRST FLOOR DEMOLITION PLAN

43 A-102 MEZZANINE DEMOLITION PLAN

44 A-103 FIRST FLOOR PLAN

45 A-104 MEZZANINE FLOOR PLAN

46 A-105 EQUIPMENT/FURNITURE PLAN

47 A-106 FIRST FLOOR - FINISH PLAN

48 A-107 MEZZANINE - FINISH PLAN

49 A-121 FIRST FLOOR DEMOLITION REFLECTED CEILING PLAN

50 A-122 MEZZANINE FLOOR DEMOLITION REFLECTED CEILING PLAN

51 A-123 FIRST FLOOR RELECTED CEILING PLAN

52 A-124 MEZZANINE REFLECTED CEILING PLAN

53 A-141 DEMOLITION ROOF PLAN

54 A-142 ROOF PLAN

55 A-201 NORTH AND SOUTH ELEVATIONS

56 A-202 EAST AND WEST ELEVATIONS

57 A-301 BUILDING LONGITUDINAL SECTION

58 A-302 BUILDING CROSS SECTION

59 A-303 WALL SECTIONS

60 A-304 ENLARGED FIRE PUMP ROOM PLAN AND STAIR SECTION

61 A-305 WALL SECTIONS

62 A-401 ENLARGED PLANS

63 A-402 ENLARGED STAIR PLANS AND SECTIONS

64 A-403 INTERIOR ELEVATIONS

65 A-501 WALL DETAILS

66 A-502 CEILING DETAILS

67 A-503 ROOF DETAILS

68 A-504 DOOR DETAILS

69 A-505 INTERIOR DETAILS

70 A-506 DETAILS

71 A-601 ASSEMBLY TYPES

72 A-602 FINISH SCHEDULE

73 A-603 DOOR SCHEDULE AND DETAILS

ARCHITECTURAL

74 F-001 FIRE PROTECTION NOTES AND SYMBOLS

75 F-002 FIRE SYSTEM CRITERIA AND PROCEDURES

76 F-101 FIRE PROTECTION DEMOLITION FIRST FLOOR PLAN

77 F-102 FIRE PROTECTION DEMOLITION MEZZANINE PLAN

78 F-103 FIRE PROTECTION FIRST FLOOR PLAN

79 F-104 FIRE PROTECTION MEZZANINE PLAN

80 F-201 FIRE PUMP ROOM ELEVATIONS

81 F-301 FIRE PROTECTION HANGAR SECTION

82 F-401 ENLARGED PUMP ROOM FLOOR PLAN

83 F-501 FIRE PROTECTION RISER DIAGRAM

84 F-601 FIRST FLOOR PLAN - FIRE ALARM DEMOLITION

85 F-602 SECOND FLOOR PLAN - FIRE ALARM DEMOLITION

86 F-701 FIRST FLOOR PLAN - FIRE ALARM

87 F-702 SECOND FLOOR PLAN - FIRE ALARM

88 F-801 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM

89 F-901 FIRE ALARM DETAILS

90 F-902 FIRE ALARM DETAILS

FIRE PROTECTION PLUMBING

MECHANICAL

131 E-000 SYMBOLS AND ABBREVIATIONS

132 E-101 FIRST FLOOR PLAN - POWER DEMOLITION

133 E-102 SECOND FLOOR PLAN - POWER DEMOLITION

134 E-103 FIRST FLOOR PLAN - LIGHTING DEMOLITION

135 E-104 SECOND FLOOR PLAN - LIGHTING DEMOLITION

136 E-111 SITE PLAN - DEMOLITION

137 E-200 ELECTRICAL AREA CLASSIFICATION PLAN

138 E-201 FIRST FLOOR PLAN - POWER

139 E-202 SECOND FLOOR PLAN - POWER

140 E-203 FIRST FLOOR PLAN - LIGHTING

141 E-204 SECOND FLOOR PLAN - LIGHTING

142 E-211 SITE PLAN - ELECTRICAL

143 E-401 ENLARGED POWER PLANS

144 E-501 POWER ONE-LINE DIAGRAM

145 E-601 EQUIPMENT CONNECTION SCHEDULE

146 E-602 PANEL SCHEDULES

147 E-603 PANEL SCHEDULES

148 E-701 LIGHTING DETAILS

149 E-702 LIGHTING DETAILS

150 E-703 ELECTRICAL DETAILS

ELECTRICAL

151 T-000 SYMBOLS AND ABBREVIATIONS - ICT

152 T-001 ROUGH-IN AND CABLING SCHEDULES - ICT

153 T-101 FIRST FLOOR PLAN - ICT DEMOLITION

154 T-102 SECOND FLOOR PLAN - ICT DEMOLITION

155 T-201 FIRST FLOOR PLAN - ICT REVISIONS

156 T-202 SECOND FLOOR PLAN - ICT REVISIONS

157 T-501 VOICE/DATA RISER DIAGRAM

158 T-502 SECURITY RISER DIAGRAM

159 T-503 TELECOM DETAILS

TELECOMMUNICATIONS

91 M-001 MECHANICAL LEGEND

92 M-101 MECHANICAL FIRST FLOOR DEMOLITION PLAN

93 M-102 MECHANICAL FIRST FLOOR AND MEZZANINE PARTIAL DEMOLITION PLAN

94 M-103 MECHANICAL FIRST FLOOR AND MEZZANINE PARTIAL DEMOLITION PLAN

95 M-104 MECHANICAL MEZZANINE PIPING DEMOLITION PLAN

96 M-105 MECHANICAL MEZZANINE DEMOLITION PLAN

97 M-106 MECHANICAL MEZZANINE CEILING SPACE DEMOLITION PLAN

98 M-107 GLYCOL HOT WATER & STEAM PIPING DIAGRAM - DEMOLITION

99 M-201 MECHANICAL FIRST FLOOR PLAN

100 M-202 MECHANICAL MEZZANINE PLAN

101 M-301 MECHANICAL SECTIONS

102 M-302 MECHANICAL SECTIONS

103 M-303 MECHANICAL SECTIONS

104 M-304 MECHANICAL SECTIONS

105 M-305 MECHANICAL SECTIONS

106 M-401 MECHANICAL ENLARGED PLAN

107 M-402 MECHANICAL ENLARGED PLAN

108 M-403 MECHANICAL ENLARGED PLANS

109 M-501 MECHANICAL DETAILS

110 M-502 MECHANICAL DETAILS

111 M-503 MECHANICAL DETAILS

112 M-504 MECHANICAL DETAILS

113 M-505 MECHANICAL DETAILS

114 M-601 MECHANICAL SCHEDULES

115 M-602 MECHANICAL SCHEDULES

116 M-701 DIAGRAMS

117 M-702 CONTROLS

118 M-703 CONTROLS

119 M-704 CONTROLS

120 M-705 CONTROLS

121 P-001 PLUMBING LEGEND, ABBREVIATIONS AND PLUMBING DRAWING LIST

122 P-101 PLUMBING FIRST FLOOR DEMOLITION PLAN

123 P-102 PLUMBING FIRST FLOOR PARTIAL DEMOLITION PLAN

124 P-103 PLUMBING MEZZANINE DEMOLITION PLAN

125 P-201 PLUMBING FIRST FLOOR PLAN

126 P-202 PLUMBING MEZZANINE PLAN

127 P-203 PLUMBING ROOF PLAN

128 P-401 PLUMBING ENLARGED PLANS

129 P-501 PLUMBING DETAILS

130 P-601 PLUMBING SCHEDULES

CODE ANALYSIS

REFERENCED CODES AND STANDARDS:

UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01, GENERAL BUILDING REQUIREMENTS (20 JUNE 2016)

UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES (CHANGE 1, 8 NOVEMBER 2016)

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

UFC 4-211-01, AIRCRAFT MAINTENANCE HANGARS (13 APRIL 2017)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 11, STANDARD FOR LOW-, MEDIUM-, AND HIGH-EXPANSION FOAM (2016)

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (2016)

NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION (2016) NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES (2016)

NFPA 70, NATIONAL ELECTRIC CODE (2017)

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2016)

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS (2015)

NFPA 101, LIFE SAFETY CODE (2015)

NFPA 409, STANDARD ON AIRCRAFT HANGARS (2016)

OTHER REFERENCES

INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. (AS AMENDED BY UFC 1-200-01)

ARCHITECTURAL BARRIERS ACT (ABA)

AFCEC GUIDANCE FOR ADDRESSING HANGAR FIRE SUPPRESSION REQUIREMENTS - CRITERIA CHANGES.

EAFB DESIGN GUIDELINES, 71-FIRE PROTECTION (16 AUGUST 2017)

GENERAL BUILDING DESCRIPTION

TYPE IIB CONSTRUCTION (IBC) IBC § 602 & TABLE 601

CONSTRUCTION TYPE II (000) (NFPA 20) NFPA 220 § 4.3

TOTAL BUILDING AREA: 18,469 SQ.FT. (16,419 SQ.FT. FROM HANGAR/ADMIN

AND APPROXIMATELY 2,050 SQ. FT. FROM WHEEL AND TIRE SHOP) IBC § 502 BLDG AREA DEFINITION

BUILDING HEIGHT: IBC § 502 BLDG HEIGHT DEFINITION

NUMBER OF STORIES: 1 STORY WITH MEZZANINE

BUILDING OCCUPANCY CLASSIFICATIONS

IBC OCCUPANCY CLASSIFICATIONS - MIXED USE, NON-SEPARATED OCCUPANCY IBC § 508

BUSINESS (OFFICES AND TRAINING ROOM) IBC § 304 (BUSINESS)

FACTORY F-1 (MAINTENANCE HANGAR) IBC § 306.2 (MODERATE FACTORY)

FACTORY F-1 (WHEEL AND TIRE SHOP)

NFPA OCCUPANCY CLASSIFICATION - SINGLE OCCUPANCY NFPA 101 § 6.1.12

GENERAL INDUSTRIAL OCCUPANCY, INCLUDING: NFPA 101 CHAPTER 40

- AIRCRAFT SERVICING HANGAR WITH ANCILLARY OFFICE SPACE

- WHEEL AND TIRE SHOP WITH ANCILLARY OFFICE SPACE

NFPA AIRCRAFT HANGAR CLASSIFICATION

GROUP 1 AIRCRAFT HANGAR (UFC 4-211-01 § 5-6.1) NFPA 409 § 4.1.1

ALLOWABLE IBC BUILDING HEIGHT AND FLOOR AREA:

ALLOWABLE GROSS SQUARE FEET OF BUILDING: UNLIMITED UFC 4-211-01 § 3-3.1.6

ALLOWABLE HEIGHT: UNLIMITED IBC 504.1 (EXCEPTION)

FIRE RESISTANCE REQUIREMENTS

IBC STRUCTURAL ELEMENTS:

STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES) 0 HOUR

BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30' 0 HOUR

BEARING WALLS - INTERIOR 0 HOUR

NONBEARING WALLS - EXTERIOR SEPARATION DISTANCE >30' 0 HOUR

NONBEARING WALLS & PARTITIONS - INTERIOR 0 HOUR

FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0 HOUR

ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0 HOUR

NOTE: COMBUSTIBLE MATERIAL ALLOWED PER IBC 603

NFPA 101 EXIT ACCESS CORRIDORS:

CORRIDORS PROVIDING ACCESS TO AN EXIT:

NO RATING REQUIRED IN FULLY SPRINKLERED BUILDINGS NFPA 101 § 40.3.6

NFPA 101 INTERIOR RATED PARTITIONS:

NO REQUIREMENTS FOR INDUSTRIAL OCCUPANCIES. NFPA 101 § 40.1.6

REQUIRED FIRE DAMPERS IN RATED WALLS

FIRE DAMPERS NOT REQUIRED FOR DUCTED HVAC IN 1-HOUR FIRE BARRIERS. NFPA 90A § 5.3.1.1

FIRE DAMPERS REQUIRED FOR AIR TRANSFER GRILLS.

AIR FORCE REQUIRED RATED PARTITIONS

HANGAR BUILDING TO WHEEL AND TIRE SHOP 1-HOUR UFC 4-211-01 § 3-3.1.3

HANGAR BAY TO SUPPORTING SPACES (OFFICE, STORAGE, ETC.) 1-HOUR UFC 4-211-01 § 3-3.1.3

EXISTING STAIRWELLS

PENETRATIONS INTO, AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE

NFPA 101 § 7.1.3.2 (10)

LIMITED PER NFPA 101 SECTION 7.1.3.2.1 (10) TO UTILITIES SERVING THE STAIRWELL.

STAIRWELLS ARE EXISTING. REMOVAL OF (OR FIRE RATED ENCAPSULATION OF) ALL ELECTRICAL, TELECOMMUNICATIONS, AND MECHANICAL EQUIPMENT INSTALLED IN STAIRWELLS SHALL BE PART

OF THIS SCOPE OF WORK.

INTERIOR WALL, CEILING, AND FLOOR FINISHES: NFPA 101 TABLE A10.2.2

GROUP WITH SPRINKLER SYSTEM

EXIT ACCESS ROOMS AND INTERIOR FINISH

CORRIDORS ENCLOSED SPACES FLOOR

BUSINESS A, B, OR C A, B, OR C CLASS I OR II

STORAGE A, B, OR C A, B, OR C CLASS I OR II

INDUSTRIAL A, B, OR C A, B, OR C CLASS I OR II

MEANS OF EGRESS

PER UFC 1-200-01 2-10, DELETE CHAPTER 10 OF THE IBC FOR MEANS OF EGRESS.

UTILIZE UFC 3-600-01 AND NFPA 101, 2015 EDITION.

MINIMUM NUMBER OF MEANS OF EGRESS

OCCUPANT LOAD 1-500: NOT LESS THAN 2 MEANS OF EGRESS REQUIRED

EXITS OR EXIT ACCESS DOORS MAXIMUM 150-FOOT SPACING AROUND

PERIMETER OF HANGAR BAY AND WITHIN 20 FEET OF EACH END OF

HANGAR BAY DOOR OPENING (WITH PANIC HARDWARE).

OTHER THAN NORMALLY UNOCCUPIED ROOMS <100 S.F. AND EQUIPMENT

PLATFORMS, REQUIRED EXIT ACCESS OF SUPPORT SPACES MUST BE

SEPARATE FROM HANGAR BAY.

MEANS OF EGRESS

TRAVEL DISTANCE (EXCEPT MEZZANINE IN HANGAR BAY): 250 FEET NFPA 101 TBL A7.6

COMMON PATH OF TRAVEL (EXCEPT MECH. SPACE): 100 FEET NFPA 101 TBL A7.6

MECH. SPACE IN EXISTING BUILDING

COMMON PATH OF TRAVEL: 100 FEET NFPA 101 TBL 40.2.5.1

DEAD END: 50 FEET NFPA 101 TBL 40.2.5.1

MEZZANINE IN HANGAR BAY : 75 FEET UFC 4-211-01 § 3-3.1.9

(EXCLUDING EQUIPMENT PLATFORMS)

REMOTENESS OF EXITS:

MINIMUM DISTANCE SEPARATION BETWEEN EXITS AND EXIT ACCESS

DOORS SHALL BE NOT LESS THAN 1/3RD THE MAXIMUM OVERALL

DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED

UNLESS DELAYED EGRESS PROVIDED IN ACCORDANCE WITH NFPA

10112.2.2.2.5 OR ACCESS CONTROLLED DOORS COMPLYING WITH NFPA

101 12.2.2.2.6.

DOORS:

DOORS SHALL SWING IN THE DIRECTION OF TRAVEL FROM HANGAR BAY.

DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHERE SERVING

MORE THAN 50 PERSONS.

DOORS IN 1-HOUR WALL SHALL BE 45-MINUTE RATED.

DOORS AT MEZZANINE LEVEL WITHOUT LANDING SHALL BE PROVIDED

WITH FALL PREVENTION AND/OR PROTECTION IN ACCORDANCE WITH UFC

3-110-03.

1.

1.

2.

1.

2.

ACCESSIBLE MEANS OF EGRESS

PER UFC 1-200-01 §2-11, DELETE CHAPTER 11 OF THE IBC FOR MEANS OF

ACCESSIBILITY. UTILIZE THE ABA. WHERE THE ABA REFERENCES THE IBC,

THE 2015 EDITION WILL BE USED.

ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THE IBC §1007

ACCESSIBLE MEANS OF EGRESS.

ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED WITH NOT LESS

THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE

MEANS OF EGRESS ARE REQUIRED BY SECTION 1006.2 OR 1006.3 FROM

ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE

SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF

EGRESS.

EXCEPTION:

ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED IN

ALTERATIONS TO EXISTING BUILDINGS

EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS

TO A PUBLIC WAY AND SHALL CONSIST OF ONE OR MORE OF THE

FOLLOWING (ONLY THOSE INCLUDED IN DESIGN ARE LISTED)

ACCESSIBLE ROUTES COMPLYING WITH SECTION 1104.

INTERIOR EXIT STAIRWAYS COMPLYING WITH SECTIONS 1009.3 & 1023.

EXCEPTION:

THE CLEAR WIDTH OF 48 INCHES BETWEEN HANDRAILS IS NOT

REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT BY AN

AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTIONS

903.3.1.1 OR 903.3.1.2..

AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN

BUILDINGS EQUIPPED THROUGHOUT BY AN AUTOMATIC

SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTIONS

903.3.1.1 OR 903.1.2.

FIRE SUPPRESSION AND ALARMS:

FIRE ALARM SYSTEM

GENERAL FIRE ALARM SYSTEM REQUIREMENTS

SURGE PROTECTIVE DEVICES REQUIRED FOR FIRE ALARM CONTROL

UNIT POWER SUPPLY CIRCUITS.

FIRE ALARM TRANSMITTER SHALL BE MONACO D-21 COMPATIBLE

(MONACO BX-XM)

PROVIDE ADDRESSABLE FIRE ALARM CONTROL PANEL.

FIRE ALARM SYSTEM WIRING SHALL BE CLASS B OR

MANUFACTURER RECOMMENDED.

MANUAL PULL STATIONS SHALL BE LOCATED AT EACH EXIT.

LOW TEMPERATURE SENSOR REQUIRED IN MECHANICAL ROOMS

WHERE SPRINKLER RISER IS LOCATED.

GENERAL MASS NOTIFICATION SYSTEM

A MASS NOTIFICATION SYSTEM SHALL BE PROVIDED IN ACCORDANCE

WITH UFC 4-021-01.

MONACO BX-XM TRANSCEIVER SHALL BE WIRED FOR USE OF REMOTE

FUNCTIONS BY FIRE DISPATCH.

MASS NOTIFICATION COMBINED WITH FIRE ALARM SYSTEM

FIRE SUPPRESSION SYSTEMS

FIRE SPRINKLER PROTECTION SHALL BE INSTALLED THROUGHOUT IN

ACCORDANCE WITH NFPA 13 AND UFC 3-600-01. (PRE-ACTION SYSTEM

IN HANGAR BAY).

LOW-LEVEL HIGH-EXPANSION FOAM SYSTEM SHALL BE INSTALLED IN

THE HANGAR BAY PER UFC 4-211-01.

PROVIDE DET-TRONICS X3301 MULTISPECTRUM IR FLAME DETECTORS

WITH HANGAR MODE AS THE FACTORY DEFAULT.

PROVIDE FACTORY-ASSEMBLED DET-TRONICS EAGLE QUANTUM

PREMIER RELEASING CONTROL UNIT.

FIRE EXTINGUISHERS

GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS NOT REQUIRED. UFC 3-600-01 § 9-17.1

UFC 1-200-01 § 2-11

ABA F207.1

IBC 1009.1

IBC 1009.3

UFC 4-211-01 § 3-3.1.9

NFPA 101 § 7.2.1.4.2

NFPA 409 § 5.2.3

UFC 4-211-01 § 3-14

MINIMUM WIDTH:

NOT LESS THAN 36" FOR ANY MEANS OF EGRESS.

NOT LESS THAN 32" FOR DOOR CLEAR WIDTH.

NFPA 101 § 7.3.4.1 (2)

NFPA 101 § 7.2.1.2.3.2

NFPA 101 § 7.5.1.3.3

NFPA 101 § 7.4.1.1

UFC 4-211-01 § 3-3.1.9

UFC 4-211-01 § 3-3.1.9

UFC 4-211-01 § 3-6.19.6

UFC 4-211-01 § 3-6.19.14.1

DESIGN MEANS OF EGRESS

VALUES NOTED BELOW ARE BASED UPON MEASUREMENTS OF DESIGN CONDITIONS.

ACTUAL MEANS OF EGRESS DISTANCES WILL BE INFLUENCED BY ACTUAL PLACEMENT

OF GOVERNMENT-PROVIDED FURNISHINGS AND USE OF THE SUBJECT SPACE.

GREATEST MEASUREMENTS ARE REPORTED WITH THE ASSOCIATED SPACE IDENTIFIED.

TRAVEL DISTANCE (EXCEPT MEZZANINE IN HANGAR BAY): 87 FEET HANGAR BAY

COMMON PATH OF TRAVEL (EXCEPT MECH. SPACE): 75 FEET CLASSROOM 112

MECH. SPACE IN EXISTING BUILDING

COMMON PATH OF TRAVEL: 63 FEET MECH 126 AND FAN 127

DEAD END: 19 FEET HALL 114

MEZZANINE IN HANGAR BAY : 75 FEET MECHANICAL 126

(EXCLUDING EQUIPMENT PLATFORMS)

APPLICABLE CODE CRITERIA

IBC § 306.2 (MODERATE FACTORY)

EXCEPT: STRUCTURAL FRAME SUPPORTING 1-HOUR FLOOR-CEILING ASSEMBLY 1-HOUR

PROJECT CONDITION DISTANCE LOCATION

150 FEET NFPA 101 TBL A7.12.1(2)

ACTUAL

DISTANCE

ALLOWABLE

REFERENCE

UFC 4-211-01 § 3-6.19.3

UFC 3-600-01 § 9-18.1.2.1

UFC 4-211-01 § 3-6.1

UFC 4-211-01 § 3-6.17

UFC 4-211-01 § 5-6.3

UFC 4-211-01 § 5-6.3

NFPA 101 § A.40.2.5.2.1

NFPA 101 § A.40.2.5.2.1

UFC 4-211-01 § 3-6.19.3

UFC 4-211-01 § 3-6.15.3.1

UFC 3-600-01 § 9-18.7.4

UFC 3-600-01 § 9-18.9.1

UFC 4-211-01 § 3-6.19.2

SHEET ID

AI

R

F O

R C

E C

IV

IL

E N

G

IN

EE

R

C

EN

TE

R

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

FI

LE

N U

M

BE

R

D

C

B

A

PA

C

IF

IC

D

IV

IS

IO

N

Be ve rly

P ar k R d, St e

M uk ilt eo , W

A

Ph on e (4

) 7

-4

AE

C

L #1 w w w .A

EG

IS

en gi ne er in g.

co m

G-101

C O

D E

SU

M

M

AR

Y

F-

R

EN

O

VA

TE

W

EA

PO

N S

LO

AD

T R

AI

N

IN

G

O

FF

IC

E

AN

D

H

AN

G

AR

BC

T

D C

P, B

C T

M

BL

.0 1.

FA

-1

6- D

-0

FT

Q

W

G -1

EI

EL

SO

N

A

FB

, A

LA

SK

A

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

Brian C. Thompson No. FP 13245

REG IS T ER ED P R O F E S S I O NA L ENGINEER

2019.01.18

D' C' B' A' A A.3 A.6 B B.3 B.6 C

4.9

4.2

3.2

2.5

1.7

1.2

BAY 1

BAY 2

BREAK ROOM

OFFICE

SUPERVISOR

ELECT

MECH

CLASS ROOM

HALL

STORAGE

CHANGING ROOM

WHEEL AND

TIRESHOP

VESTIBULE

VESTIBULE

HALL

114B

STAIR

FIRE PUMP

STORAGE

OFFICE

120122

SUPERVISOR'S

OFFICE

20 FEET FROM END OF

HANGAR BAY DOOR

76 FEET BETWEEN

HANGAR EXIT ACCESS

DOORS

BUSINESS

530 SF

100SF/OCC

6 OCCUPANTS

INDUSTRIAL

1,270 SF

300SF/OCC

5 OCCUPANTS

118 FEET BETWEEN

HANGAR EXIT ACCESS

DOORS

BUSINESS

2,570 SF

100SF/OCC

26 OCCUPANTS

20-FEET FROM END OF

HANGAR BAY DOOR

95 FEET BETWEEN HANGAR

EXIT ACCESS DOORS

INDUSTRIAL

10,600 SF

300SF/OCC

36 OCCUPANTS

HANGAR TRAVEL

DISTANCE: 87 FEET

1-HOUR

FLOOR-CEILING

ASSEMBLY

BETWEEN HANGAR

AND STAIR ABOVE

OFFICE TRAVEL

DISTANCE: 75 FEET

SHOP TRAVEL

DISTANCE: 70 FEET

OFFICE TRAVEL

DISTANCE: 65 FEET

DEAD END

LENGTH: 19 FEET

1-HOUR WALL

LEGEND

COMMON PATH OF TRAVEL

TRAVEL DISTANCE

SEPARATION OF EXITS

SHEET ID

AI

R

F O

R C

E C

IV

IL

E N

G

IN

EE

R

C

EN

TE

R

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

PA

C

IF

IC

D

IV

IS

IO

N

Be ve rly

P ar k R d, St e

M uk ilt eo , W

A

Ph on e (4

) 7

-4

AE

C

L #1 w w w .A

EG

IS

en gi ne er in g.

co m

G-102

FI

R

ST

F

LO

O

R L

IF

E

SA

FE

TY

P

LA

N

F-

R

EN

O

VA

TE

W

EA

PO

N S

LO

AD

T R

AI

N

IN

G

O

FF

IC

E

AN

D

H

AN

G

AR

BC

T

D C

P, B

C T

M

BL

.0 1.

FA

-1

6- D

-0

FT

Q

W

FINAL

G -1

EI

EL

SO

N

A

FB

, A

LA

SK

A

1/8" = 1'-0"

FIRST FLOOR - LIFE SAFETY PLAN

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

Brian C. Thompson No. FP 13245

REG IS T ER ED P R O F E S S IO NA L ENGINEER

A1

2019.01.22

A A.3 A.6 B B.3 B.6 C

A'B'C'D'

1.2

1.7

2.5

3.2

4.2

4.9

FAN ROOM

MECH

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

MECHANICAL MEZZANINE

TRAVEL DISTANCE: 75 FEET

MECHANICAL

535 SF

300 SF/OCC

(2) OCCUPANTS

1 HOUR HORIZONTAL FLOOR-CEILING

ASSEMBLY BETWEEN HANGAR

AND SPACES BELOW

1 HOUR FIRE RATED EQUIVALENT

BETWEEN HANGAR BUILDING

AND WHEEL AND TIRE SHOP.

1-HOUR FIRE BARRIER WITH

45-MINUTE DOORS. EXTEND TO

DECK ABOVE.

1 HOUR HORIZONTAL FLOOR-

CEILING ASSEMBLY OVER

CORRIDOR.

PROVIDE PERSONAL FALL ARREST

SYSTEM ANCHORAGE WITHIN

FAN ROOM FOR WHICH

CONNECTED SELF RETRACTING

LANYARD WILL NOT INTERFERE

WITH MOVEMENT OF DOORS.

1-HOUR FIRE BARRIER WITH

60-MINUTE DOOR. EXTEND

TO RATED LID.

1-HOUR HORIZONTAL FLOOR-CEILING

ASSEMBLY BETWEEN HANGAR AND

FIRE PUMP ROOM BELOW.

MECHANICAL

1,076 SF

300 SF/OCC

(4) OCCUPANTS

MECHANICAL SPACE

TRAVEL DISTANCE: 63 FEET

1-HOUR HORIZONTAL

FLOOR-CEILING

ASSEMBLY BETWEEN

MECHANICAL ROOM AND

FIRE PUMP ROOM BELOW.

1-HOUR WALL

TRAVEL DISTANCE

LEGEND

SHEET ID

AI

R

F O

R C

E C

IV

IL

E N

G

IN

EE

R

C

EN

TE

R

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

FI

LE

N U

M

BE

R

D

C

B

A

PA

C

IF

IC

D

IV

IS

IO

N

Be ve rly

P ar k R d, St e

M uk ilt eo , W

A

Ph on e (4

) 7

-4

AE

C

L #1 w w w .A

EG

IS

en gi ne er in g.

co m

G-103

M

EZ

ZA

N

IN

E

LI

FE

S

AF

ET

Y

PL

AN

F-

R

EN

O

VA

TE

W

EA

PO

N S

LO

AD

T R

AI

N

IN

G

O

FF

IC

E

AN

D

H

AN

G

AR

BC

T

D C

P, B

C T

M

BL

.0 1.

FA

-1

6- D

-0

FT

Q

W

G -1

EI

EL

SO

N

A

FB

, A

LA

SK

A

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

1/8" = 1'-0"

MEZZANINE LIFE SAFETY PLAN

Brian C. Thompson No. FP 13245

REG IS T ER ED P R O F E S S I O NA L ENGINEER

A1

2019.01.18

SYMBOLS

PLAN

NORTH

NORTH ARROW

GRID LINE

GRID BUBBLE

SOIL

GENERAL SYMBOLS

OPENING IN FLOOR OR WALL

A

M/E

DIMENSION PER

ARCHITECT

DIMENSION PER MECHANICAL OR

ELECTRICAL

CONNECTORS

CONCRETE ANCHOR BOLT

PLAN SECTION

DRILL IN CONCRETE ANCHOR

(X'-X") TOP OF FOOTING RELATIVE TO DATUM

[X'-X"] TOP OF WALL OR BEAM ELEVATION

ELEVATION RELATIVE TO DATUM

WORK POINT

DIRECTION OF SPAN

LIMIT OF SPAN

SLOPE

SURFACE - SLOPE UP

SURFACE - SLOPE DOWN

SURFACE - SLOPE TWO WAYS

CONCRETE AND CMU SYMBOLS

CONCRETE OVER STEEL FLOOR DECK-

LONGITUDINAL

CONCRETE OVER STEEL FLOOR DECK-

TRANSVERSE

CONCRETE WALL IN SECTION

CONCRETE CURB/PARTIAL HEIGHT

WALL

CONCRETE WALL BELOW THIS LEVEL

CHANGE OF SLAB THICKNESS PER

STEEL SYMBOLS

DETAIL IDENTIFIERS

DETAIL LABEL

SCALE

SHEET NUMBER WHERE

DETAIL / SECTION /

ELEVATION IS SHOWN

NUMBER OF

DETAIL

INDICATES

DIRECTION OF

CUTTING PLANE

SEE 1 / S-402

FOR ADD'L INFO

SHEET NUMBER

WHERE DRAWN

SECTION / DETAIL / ELEVATION

NUMBER

NUMBER OF SECTION

NUMBER OF

ELEVATION

DETAILELEVATION

SECTIONTEXT NOTATION

S-402

S-402

SHEET NUMBER

WHERE DETAIL /

SECTION / ELEVATION

IS SHOWN

BEAM/GIRDER

BRACING

COLUMN

DIAGONAL BRACING

BEAM/COLUMN SPLICE

STEEL IN CROSS SECTION

WP

BOLT

NAIL

DETAIL NUMBER

X'-X" TOP OF SLAB RELATIVE TO DATUM

TRUE NORTH

S-402

S-402

TITLE

1/8" = 1'-0"

X

MISC EQUIPMENT BRACING

MATCHLINE

NEW CMU WALL

EXISTING CMU WALL

A K

AF AL

T S

TA

E O

49 TH

S

JASON E KWIATKOWSKI

No. CE 118884

REG IST ER ED P R O F ES S I O NA L E NG IN

EER

SHEET ID

A

IR

F O

R C

E C

IV

IL

E N

G

IN

E E

R C

E N

T E

R

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

P A

C

IF

IC

D

IV

IS

IO

N

01/22/2019

S-001

S T

R U

C T

U R

A L A

B B

R E

V

IA

T

IO

N S

A N

D S

Y M

B O

L S

F -3

R

E N

O V

A T

E W

E A

P O

N S

L O

A D

T R

A I N

IN

G

O F

F I C

E A

N D

H A

N G

A R

R E

ID

M

ID

D

L E

T O

N B

S T

A

N C

H O

R A

G E

A

K A

E C

C

R J K

D C

P

R J K

.0

.2

F A

-1

-D -0

F T

Q W

FINAL

S -0

E

IE

L S

O N

A F

B A

L A

S K

A

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STRUC STRUCTURAL

SUPP SUPPORT

SYM SYMMETRICAL, SYMMETRY

T/ TOP OF

T&B TOP AND BOTTOM

TEMP TEMPERATURE

THK THICK, THICKNESS

THRU THROUGH

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TR THREADED ROD

TRANS TRANSVERSE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

W WIDTH, WIDE FLANGE

w/ WITH

WHS WELDED HEADED STUD

W/O WITHOUT

WP WORK POINT

WT WEIGHT

LLV LONG LEG VERTICAL

LOC LOCATION, LOCATE

LONGIT LONGITUDINAL

LP LOW POINT

LSH LONG SLOTTED HOLE

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MF MOMENT FRAME

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MPH MILES PER HOUR

MTL METAL

NF NEAR FACE

NOM NOMINAL

NO, # NUMBER

N-S NORTH-SOUTH

NS NEAR SIDE, NONSHRINK

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OSH OVERSIZED HOLE

OWJ OPEN WEB JOIST

PCF POUNDS PER CUBIC FOOT

PEN PENETRATION

PERP PERPENDICULAR

PL PLATE

PLCS PLACES

PLF POUNDS PER LINEAR FOOT

PNL PANEL

PJP, PP PARTIAL JOINT

PENETRATION

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

R RAD RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING

REM REMAINDER

REQD REQUIRED

RND ROUND

RO ROUGH OPENING

RTN RETURN

SC SLIP CRITICAL

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SOG SLAB ON GRADE

SOMD SLAB ON METAL DECK

SPC SPACE, SPACED, SPACING

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

SSH SHORT SLOTTED HOLE

STAG STAGGER, STAGGERED

STD STANDARD

DO DITTO

DP DEEP

DTL DETAIL

DWG DRAWING

DWL DOWEL

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EMB, EMBED EMBEDMENT

ENGR ENGINEER

EQ EARTHQUAKE, EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

ETC ET CETERA

E-W EAST-WEST

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FEMA FEDERAL EMERGENCY

MANAGEMENT AGENCY

FF FAR FACE, FINISH FLOOR

FIN FINISH

FLR FLOOR

FLS FIRE / LIFE SAFETY

FLG FLANGE

FOW FACE OF WALL

FS FAR SIDE

FT, ' FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GR GRADE

GRND GROUND

GWB GYPSUM WALL BOARD

HGR HANGER

HK HOOK

HKP HOUSEKEEPING PAD

HORIZ, H HORIZONTAL

HP HIGH POINT

HSB HIGH STRENGTH BOLT

HSS HOLLOW STRUCTURAL

SECTION

HT HEIGHT

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

IF INSIDE FACE

IN, " INCH

INCL INCLUDE

INFO INFORMATION

INT INTERIOR

IJ ISOLATION JOINT

JST JOIST

JT JOINT

K KIP (1,000 LB)

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L LENGTH, ANGLE

LB, # POUND

LF LINEAL FOOT

LL LIVE LOAD

LLBB LONG LEGS BACK TO BACK

LLH LONG LEG HORIZONTAL

& AND

@ AT

A&B ABOVE & BELOW

AB ANCHOR BOLT

ABV ABOVE

ACI AMERICAN CONCRETE

INSTITUTE

ADD'L ADDITIONAL

ADH ADHESIVE

ADJ ADJACENT, ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL

INSTITUTE

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR, ANCHORAGE

APPROX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECT,

ARCHITECTURAL

ARND AROUND

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWS AMERICAN WELDING

SOCIETY

B/ BOTTOM OF

BF BRACED FRAME

BLDG BUILDING

BLW BELOW

BM BEAM

BOD BOTTOM OF DECK

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

C CHANNEL

CANT CANTILEVER

CAP CAPACITY

CC CENTER-TO-CENTER

CF COLD-FORMED

CIP CAST-IN-PLACE

CJ CONTROL JOINT,

CONSTRUCTION JOINT

CJP COMPLETE JOINT

PENETRATION

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUE, CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICIER

RESPONSIBLITIES

CRSI CONCRETE REINFORCED

STEEL INSTITUTE

CTR CENTER, CENTERED

CY CUBIC YARD

DBL DOUBLE

DEG, º DEGREE

DIA, Ø DIAMETER

DIAG DIAGONAL

DIAPH DIAPHRAGM

DIM DIMENSION

DIR DIRECTION

DL DEAD LOAD

DN DOWN

ABBREVIATIONS

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

GENERAL

THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS AMONG THE DRAWINGS

BEFORE STARTING WORK OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN DRAWINGS,

SPECIFICATIONS, REFERENCE STANDARDS, SITE CONDITIONS OR GOVERNING CODE, THE MORE

STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY THE COR OF

DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. NOTES ON INDIVIDUAL

STRUCTURAL DRAWINGS SHALL TAKE PRIORITY OVER GENERAL STRUCTURAL NOTES. NOTED

DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS.

TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS, BUT SHALL APPLY AS

SHOWN OR DESCRIBED IN THE DETAILS.

SAFETY - THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL FEDERAL, STATE AND LOCAL

SAFETY STANDARDS. THE CONTRACTOR IS IN CHARGE OF ALL SAFETY MATTERS ON AND

AROUND THE JOB SITE.

BUILDING CODES AND STANDARDS

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS AND

STANDARDS LISTED BELOW. ALL ARE LISTED BY THEIR BASIC DESIGNATION ONLY. IF PUBLICATION DATES ARE NOT LISTED, THE LATEST EDITION SHALL BE USED. IN THE CASE OF CONFLICTING

STANDARDS, THE MORE RESTRICTIVE SHALL BE USED.

ACI 315 AMERICAN CONCRETE INSTITUTE, "MANUAL OF STANDARD PRACTICE FOR DETAILING

REINFORCED CONCRETE STRUCTURES", 1999.

ACI 318 AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE AND COMMENTARY", (ACI 318), 2014 EDITION.

ACI 530 AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES", 2013 EDITION.

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "STEEL CONSTRUCTION MANUAL", 14TH

EDITION.

AISC 348 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "SPECIFICATION FOR STRUCTURAL

JOINTS USING HIGH STRENGTH BOLTS", DECEMBER 31, 2009.

AISC 341 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "SEISMIC PROVISIONS FOR

STRUCTURAL STEEL BUILDINGS", 2016 EDITION.

AISI S100 AMERICAN IRON AND STEEL INSTITUTE "NORTH AMERICAN SPECIFICATION FOR THE

DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", WITH SUPPLEMENT 1, DATED 2012.

ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES", 2010 EDITION.

ASCE 41 AMERICAN SOCIETY OF CIVIL ENGINEERS "SEISMIC EVALUATION AND RETROFIT OF

EXISTING BUILDINGS, 2013 EDITION.

ASTM INTERNATIONAL, "AMERICAN SOCIETY FOR TESTING AND MATERIALS", VARIOUS TESTING

AND MATERIAL SPECIFICATIONS REFERENCED AS "ASTM XXXX" WHERE XXXX IS PUBLICATION

REFERENCE CODE.

AWS D1.1 AMERICAN WELDING SOCIETY, "STRUCTURAL WELDING CODE - STEEL", 2015 EDITION.

AWS A2.4 AMERICAN WELDING SOCIETY, "SYMBOLS FOR WELDING AND NONDESTRUCTIVE

TESTING", 2007 EDITION.

IBC INTERNATIONAL CODE COUNCIL, "INTERNATIONAL BUILDING CODE", 2015 EDITION.

IEBC "INTERNATIONAL EXISTING BUILDINGS CODE", 2015 EDITION.

ICC INTERNATIONAL CODE COUNCIL, "ICC-ES", ICC-EVALUATION SERVICES, VARIOUS MATERIAL

AND PRODUCT TEST REPORTS AND INSTALLATION STANDARDS.

NIST GCR 11-917-12 STANDARDS OF SEISMIC SAFETY FOR EXISTING FEDERALLY OWNED AND

LEASED BUILDINGS; ICSSC RECOMMENDED PRACTICE 8 (RP8), NATIONAL INSTITUTE OF

STANDARDS AND TECHNOLOGY, 2011 EDITION.

SDI STEEL DECK INSTITUTE, "DIAPHRAGM DESIGN MANUAL", FOURTH EDITION.

SDI STEEL DECK INSTITUTE, "ROOF DECK DESIGN MANUAL", FIRST EDITION.

SJI STEEL JOIST INSTITUTE, "STANDARD SPECIFICATIONS AND LOAD AND WEIGHT TABLES FOR

STEEL JOISTS AND JOIST GIRDERS", 43RD EDITION.

SSPC STEEL STRUCTURES PAINTING COUNCIL, "GOOD PAINTING PRACTICE", SSPC PAINTING

MANUAL, 4TH EDITION.

UFC 1-200-01 UNIFIED FACILITIES CRITERIA, "GENERAL BUILDING REQUIREMENTS", 20 JUNE 2016.

UFC 3-220-01 UNIFIED FACILITIES CRITERIA, "GEOTECHNICAL ENGINEERING", 16 NOVEMBER 2016.

UFC 3-301-01 UNIFIED FACILITIES CRITERIA, "STRUCTURAL ENGINEERING", CHANGE 3, 12

SEPTEMBER 2016.

UFC 3-310-04 UNIFIED FACILITIES CRITERIA, "SEISMIC DESIGN FOR BUILDINGS", CHANGE 1, 20 JUNE 2016.

UFC 4-010-01 UNIFIED FACILITIES CRITERIA, "DOD MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS", WITH CHANGE 1, 1 OCTOBER 2013.

UFC 4-211-01 UNIFIED FACILITIES CRITERIA, "AIRCRAFT MAINTENANCE HANGARS", 28 OCTOBER

LOCKHEED F-35 LIGHTNING II FACILITIES REQUIREMENTS DOCUMENT.

BY LOCKHEED MARTIN INC., DOCUMENT NO 2PJG00001, REV L.

STRUCTURAL DESIGN DATA

REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, DEPRESSIONS, NON-BEARING

WALLS, FIREPROOFING, FASCIA, CURBS, DRAINS, RAILINGS, WATERPROOFING, FINISHES, ETC.

NEW ITEMS HAVE BEEN DESIGNED FOR THE FOLLOWING OPERATIONAL LOADS ON THE

COMPLETED STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING AND

BRACING DURING CONSTRUCTION.

BUILDING DEAD LOADS - WEIGHT OF CONSTRUCTION BASED ON UNIT WEIGHTS AND COMPONENT

WEIGHTS AS CITED IN ASCE 7 OR AS PROVIDED BY MANUFACTURER.

EQUIPMENT DEAD LOADS - WEIGHTS OF MECHANICAL AND ELECTRICAL EQUIPMENT PER

MANUFACTURER BASED ON OPERATIONAL WEIGHT INCLUDING FLUIDS UNLESS NOTED

OTHERWISE

COLLATERAL DEAD LOADS - WEIGHT DUE TO MECHANICAL PIPING, VALVES, DUCTWORK,

DAMPERS, MISCELLANEOUS DISTRIBUTION EQUIPMENT, AND ELECTRICAL CONDUIT, LIGHT

FIXTURES, CABLE TRAYS, AND COMPONENTS INCLUDED IN UNIT DEAD LOADS.

LOADS FOR NEW WORK:

RISK CATEGORY III - HANGAR BAYS

LIVE LOADS IN ACCORDANCE WITH UFC 3-301-01 TABLE D-1, UNO:

OFFICES 50 PSF + 15 PSF PARTITION

CORRIDORS 100 PSF

STAIRS 100 PSF AND 300LB CONCENTRATED

MECHANICAL ROOMS 125 PSF (OR ACTUAL EQUIPMENT WEIGHT)

MEZZANINES 125 PSF

STORAGE AREAS, AIRCRAFT 200 PSF

SHOPS, AIRCRAFT UTILITY 200 PSF

SNOW LOADS AND DRIFTING IN ACCORDANCE WITH ASCE 7:

GROUND SNOW LOAD Pg = 70 PSF IMPORTANCE FACTOR Is = 1.1 (HANGAR) EXPOSURE FACTOR Ce = 0.90 THERMAL FACTOR Ct = 1.00 FLAT-ROOF SNOW LOAD Pf = 49 PSF (HANGAR)

ROOF SLOPE FLAT

ROOF SLOPE FACTOR Cs = 1.0 SLOPED ROOF SNOW LOAD Ps = 49 PSF (HANGAR)

WIND LOADS IN ACCORDANCE WITH ASCE 7:

BASIC WIND SPEED V = 115 MPH

EXPOSURE CATEGORY EXPOSURE "C"

TOPOGRAPHIC FACTOR Kzt = 1.0 DIRECTIONALITY FACTOR Kd = 0.85

ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED FOR MWFRS

EVALUATE AS PARTIALLY ENCLOSED W/ 60 MPH BASIC WIND SPEED FOR MWFRS.

COMPONENTS AND CLADDING USING ENCLOSED CLASSIFICATION AT FULL WIND.

SEISMIC LOADS IN ACCORDANCE WITH UFC 3-301-01, TABLE E-3:

SPECTRAL ACCEL., SHORT Ss = 0.96g SPECTRAL ACCEL., 1.0 SEC S1 = 0.37g IMPORTANCE FACTOR Ie = 1.25

SITE CLASS D

DESIGN SPECTRAL ACCEL., SHORT Sds = 0.714g DESIGN SPECTRAL ACCEL., 1.0 SEC Sd1 = 0.409g

SEISMIC DESIGN CATEGORY D

WIND LOADS PER ANSI A58.1-1982

DESIGN WIND SPEED 70 MPH

EXPOSURE "C" (Gh = 1.0)

SEISMIC PER AFM 88-3, CHAPTER 13

V = ZIKCSW (ZONE 3)

Z = 0.75 I = 1.5 K = 1.0

CS = 0.14

W = DEAD LOAD + 0.70 ROOF SNOW LOAD

LIVE LOADS

ROOF (SNOW LOAD) 49 PSF

HANGAR FLOOR 60k GROSS AIRCRAFT WT. OR 36k AXLE LOAD

MEZZANINE FLOORS 100 PSF

STAIRS 100 PSF

ALLOWABLE SOIL BEARING PRESSURE = 4000 PSF.

SPECIAL INSPECTION

THE CONTRACTOR SHALL RETAIN THE SERVICES OF ONE OR MORE APPROVED AGENCIES TO

PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION ON THE TYPES OF WORK

SPECIFIED IN IBC SECTION 1705 AND IDENTIFY THE APPROVED AGENCIES TO THE COR.

SEE STATEMENT OF SPECIAL INSPECTIONS ON SHEET S-004, S-005. COPIES OF INSPECTION REPORTS

SHALL BE AVAILABLE AT THE CONSTRUCTION SITE FOR REVIEW.

DEFERRED SUBMITTALS

THE FOLLOWING ITEMS ARE NOT INCLUDED IN THESE DRAWINGS AND REQUIRE STRUCTURAL DESIGN

TO BE FURNISHED BY THE CONTRACTOR:

1. EXTERIOR CLADDING, INTERIOR AND EXTERIOR METAL STUDS, & CURTAIN WALL SYSTEM

2. ROOFING ATTACHMENT

3. PREFABRICATED STAIRS

4. SEISMIC ANCHORAGE OF MECHANICAL & ELECTRICAL EQUIPMENT NOT INCLUDED ON ,

, AND

5. MECHANICAL AND ELECTRICAL SUPPORT FRAMES

DRAWINGS AND CALCULATIONS FOR BUILDER-DESIGNED COMPONENTS, SEALED BY THE ALASKA

STATE REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN, SHALL BE SUBMITTED

TO THE COR FOR REVIEW FOR GENERAL CONFORMANCE TO THE CONTRACT DOCUMENTS PRIOR TO

SUBMITTING TO THE COR FOR REVIEW. SUBMITTALS OF BUILDER-DESIGNED ITEMS SHALL INCLUDE LOCATIONS, MAGNITUDES, AND DIRECTIONS OF ALL FORCES TRANSFERRED TO THE STRUCTURE.

DEFERRED SUBMITTALS MUST BE REVIEWED AND APPROVED BY THE COR PRIOR TO

INSTALLATION/CONSTRUCTION.

SUBMITTALS

THE CONTRACTOR SHALL REVIEW, STAMP WITH HIS APPROVAL, DATE AND SIGN ALL SHOP DRAWINGS AND SUBMITTALS REQUIRED BY THE CONTRACT DRAWINGS PRIOR TO SUBMITTAL TO THE COR. AT THE TIME OF SUBMISSION, THE CONTRACTOR SHALL INFORM THE COR IN WRITING OF DEVIATIONS IN

THE SHOP DRAWINGS FROM THE REQUIREMENTS OF THE CONTRACT DRAWINGS. DIMENSIONS AND

QUANTITIES ARE CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE REVIEWED.

FOUNDATIONS

SUB-GRADES BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS MEASURED BY ASTM D1557. BACKFILL AROUND AND ABOVE ALL

FOUNDATION ELEMENTS SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT OF MAXIMUM DRY

DENSITY.

STRUCTURAL CONCRETE

ALL CAST-IN-PLACE CONCRETE SHALL HAVE MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI.

PORTLAND CEMENT SHALL CONFORM TO ASTM C150. MAXIMUM AGGREGATE SIZE SHALL BE 3/4 INCH.

ALL AGGREGATE SHALL BE NORMAL WEIGHT MATERIAL CONFORMING TO ASTM C33. WATER SHALL

MEET ASTM C1602.

CONCRETE SHALL BE PROPORTIONED TO ACHIEVE A WORKABLE MIX THAT CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. COMPLY WITH IBC SECTION 1905. ALL CONCRETE MAY CONTAIN A WATER REDUCING ADMIXTURE MEETING ASTM C494, TYPE A. BEFORE THE ADDITION OF THE WATER REDUCING ADMIXTURE, THE MAXIMUM SLUMP SHALL BE 3-INCHES. MAXIMUM WATER CEMENT RATIO SHALL BE 0.40 FOR FLOOR SLABS AND 0.45 FOR ALL OTHERS. AIR CONTENT SHALL BE

6% ± 1.5% FOR EXTERIOR CONCRETE AND LESS THAN 3% FOR INTERIOR CONCRETE.

NON-SHRINK GROUT SHALL BE NON-METALLIC, CONFORMING TO ASTM C1107.

ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301, STANDARD SPECIFICATION FOR

STRUCTURAL CONCRETE. CONCRETE PLACED DURING COLD WEATHER SHALL CONFORM TO ACI 306.

ALL COLD WEATHER CONCRETE AND CONCRETE EXPOSED TO WEATHER SHALL CONTAIN AIR

ENTRAINMENT PER SPECIFICATIONS. SEE ALSO SPECIFICATIONS FOR CONCRETE AND CONCRETE

PAVEMENT FOR ADDITIONAL INFORMATION.

THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT FOR CAST-

IN-PLACE CONCRETE:

A. CONCRETE CAST AGAINST EARTH 3-INCHES

B. CONCRETE EXPOSED TO EARTH OR WEATHER

-#6 AND LARGER 2-INCHES

-#5 AND SMALLER 1 1/2-INCHES

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER 3/4-INCH

ALL CONCRETE REINFORCING SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 315, ACI 318, CRSI MSP-1 AND ACI SP-66. DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING.

TYPICAL REINFORCING BARS SHALL BE ASTM A615, GRADE 60. LAP SPLICES SHALL BE CLASS B LAPS PER ACI (63 X BAR DIAMETER). LAP SPLICES MAY ALSO ACCOMPLISHED USING MECHANICAL DEVICES

THAT DEVELOP 125% OF THE STRENGTH OF THE REBAR.

CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING STEEL SIZES, SPACING AND

PLACEMENT SHALL BE SUBMITTED TO THE COR FOR REVIEW PRIOR TO FABRICATION.

EMBEDDED ITEMS (CONDUIT AND SLEEVES) SHALL NOT BE EMBEDDED IN OR PASS THROUGH

CONCRETE WITHOUT APPROVAL. ALUMINUM ITEMS SHALL NOT BE EMBEDDED IN CONCRETE. SUBMIT

CONDUIT LAYOUT AND EMBEDDED ITEM PLANS FOR REVIEW PRIOR TO PLACING CONCRETE.

STRUCTURAL MASONRY

HOLLOW LOAD BEARING CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, TYPE I, NORMAL WEIGHT, WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2,800 PSI. PROTECT

UNITS FROM MOISTURE PRIOR TO INSTALLATION.

MORTAR SHALL MEET ASTM C270, TYPE S. PROPORTIONS SHALL COMPLY WITH IBC TABLE 2103.8 (1).

MINIMUM 28 DAY COMPRESSIVE STRENGTH = 1,800 PSI.

GROUT SHALL MEET ASTM C476. PROPORTIONS SHALL CONFORM TO IBC TABLE 2103.12. MINIMUM

COMPRESSIVE STRENGTH = 2,000 PSI. PROVIDE ADEQUATE TEMPORARY BRACING DURING

CONSTRUCTION TO WITHSTAND LATERAL LOADS AND THE PRESSURES OF FLUID GROUT.

THE MINIMUM DESIGN STRENGTH OF THE MASONRY ASSEMBLAGE (MASONRY UNITS, MORTAR, AND GROUT) f'm = 2,000 PSI.

CMU SHALL BE LAID IN RUNNING BOND, AND CONSTRUCTION SHALL COMPLY WITH IBC SECTION 2104.

REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. WELDABLE REINFORCING SHALL MEET A706 AND SHALL BE WELDED PER ANSI/AWS D1.4. LAP SPLICES SHALL BE PER ACI/MSJC (43 X

BAR DIAMETER).

TYPICAL REINFORCEMENT FOR CANTILEVERED 8" WALL (NOMINAL):

-VERTICAL: #5 @ 16" OC, AND IN END CELLS.

-HORIZONTAL (BOND BEAMS): #5 @ 24" OC, (2) #5 AT TOP OF WALL.

-AT ENDS OF WALLS OR OPENINGS, TERMINATE BOND BEAM REINFORCEMENT IN A STANDARD 180-

DEGREE HOOK AROUND THE VERTICAL REINFORCEMENT.

-FILL ALL CELLS WITH GROUT

VERTICAL CELLS TO BE FILLED WITH GROUT SHALL BE ALIGNED TO PROVIDE A CONTINUOUS,

UNOBSTRUCTED OPENING. CELLS WHICH WILL CONTAIN VERTICAL REINFORCING SHALL HAVE A

MINIMUM TWO (2) INCH CLEAR OPENING.

MASONRY INSTALLED IN COLD WEATHER SHALL MEET ACI 530.1 SECTION 1.8 C.

POST-INSTALLED ANCHORS

INSTALLATION SHALL CONFORM TO MANUFACTURER'S INSTRUCTIONS AND REQUIREMENTS OF ICC-

ES REPORT. ALL POST-INSTALLED ANCHORS SHALL HAVE A CURRENT ICC-ES REPORT AND BE

AUTHORIZED FOR USE IN SEISMIC DESIGN CATEGORY D. PERIODIC SPECIAL INSPECTION IS

REQUIRED FOR ALL POST-INSTALLED ANCHORS, UON.

THREADED ROD SHALL BE ASTM A307, UON (OR ISO898 CLASS 5.8), TENSILE STRENGTH OF 60 KSI MIN, AND GALVANIZED WHERE EXPOSED TO THE WEATHER.

EXISTING BASE SHALL BE SCANNED PRIOR TO DRILLING HOLES. EXISTING REBAR LOCATIONS SHALL

BE MARKED, AND NEW ANCHOR LOCATIONS REVISED TO AVOID EXISTING REINFORCING. NO

REINFORCING BARS SHALL BE CUT TO INSTALL ANCHORS. ALL DEFECTIVE ANCHOR HOLES SHALL BE

GROUTED AND A NEW HOLE DRILLED A MINIMUM OF 3 BOLT DIAMETERS AWAY.

ADHESIVE ANCHORS FOR THREADED ROD AND REBAR SHALL BE ONE OF THE FOLLOWING (OR AN

APPROVED EQUIVALENT):

CONCRETE:

-POWERS/DEWALT “PURE110+” (ESR-3298)

-HILTI "HIT-HY 200 SAFE SET" (ESR-3187)

-EPCON "S7" (ESR-2308)

MASONRY (SOLID & UNGROUTED):

-SIMPSON "SET-XP" (IAPMO UES ER-265)

-HILTI "HY-270" (ESR-4144 or ESR-4143)

EXPANSION ANCHORS SHALL BE ONE OF THE FOLLOWING (OR AN APPROVED EQUIVALENT):

CONCRETE:

-HILTI "KWIK BOLT TZ" (ESR-1917)

-ITW REDHEAD "TRUBOLT +" (ESR-2427)

-SIMPSON "STRONG-BOLT 2" (ESR-3037)

SOLID GROUTED MASONRY:

-HILTI "KWIK BOLT 3" (ESR-1385)

-SIMPSON "WEDGE-ALL" (ESR-1396)

SCREW ANCHORS IN CONCRETE AND GROUT FILLED MASONRY SHALL BE ONE OF THE FOLLOWING

(OR AN APPROVED EQUIVALENT):

-HILTI “KWIK HUS-EZ” (ESR-3027 CONC, ESR-3056 CMU)

-SIMPSON "TITEN HD" (ESR-2713 CONC, ESR-1056 CMU)

-ITW "TAPCON" (ESR-2202 CONC, ESR-1671 CMU)

-POWERS "WEDGE-BOLT+" (ESR-2526 CONC, ESR-1678 CMU)

POWDER- OR POWDER-ACTUATER FASTENERS (PAF) SHALL NOT BE USED TO RESIST ANY LATERAL LOAD INDUCED BY AN EARTHQUAKE. PAF SHALL BE 0.148-INCHES IN DIAMETER AND THE ANCHOR

TYPE AND POWDER LOAD SHALL BE SUITED TO THE MATERIAL BEING FASTENED AND THE

SUBSTRATE MATERIAL. PRODUCT SHALL BE ITW RAMSET/RED HEAD (ESR-1799, 1955 OR 2579) OR

APPROVED EQUAL. SPECIAL INSPECTION IS NOT REQUIRED FOR PAF INSTALLATION.

S-803 S-801

S-802

A K

AF AL

T S

TA

E O

49 TH

S

JASON E KWIATKOWSKI

No. CE 118884

REG IST ER ED P R O F ES S I O NA L E NG IN

EER

SHEET ID

A

IR

F O

R C

E C

IV

IL

E N

G

IN

E E

R C

E N

T E

R

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

P A

C

IF

IC

D

IV

IS

IO

N

01/22/2019

S-002

S T

R U

C T

U R

A L G

E N

E R

A L N

O T

E S

D

E S

IG

N

L O

A D

S

F -3

R

E N

O V

A T

E W

E A

P O

N S

L O

A D

T R

A I N

IN

G

O F

F I C

E A

N D

H A

N G

A R

R E

ID

M

ID

D

L E

T O

N B

S T

A

N C

H O

R A

G E

A

K A

E C

C

R J K

D C

P

R J K

.0

.2

F A

-1

-D -0

F T

Q W

FINAL

S S

-0

E

IE

L S

O N

A F

B A

L A

S K

A

GENERAL STRUCTURAL NOTES CONTINUE ON S-003

STRUCTURAL GENERAL NOTES

COMPONENTS & CLADDING WIND LOADS

ZONE 10SF 100SF

1 - MAIN ROOF -46.5 PSF -43.5 PSF

2 - EDGE ROOF -70.6 PSF -49.6 PSF

3 - CORNER ROOF -100.6 PSF -49.6 PSF

4 - MAIN WALL -46.2 PSF -41.5 PSF

5 - EDGE WALL -54.2 PSF -44.8 PSF

NOTES:

1. THE WIND LOADS LISTED ABOVE ARE GROSS ULTIMATE PRESSURES AND ARE

TO BE USED WITH LOAD COMBINATIONS IN ASCE 7-10

2. DEAD LOAD FOR RESISTING WIND UPLIFT SHALL BE 10 PSF.

3. THE DISTANCE "a" IS EQUAL TO 7'-9" AS SHOWN IN THE COMPONENTS &

CLADDING FIGURES IN ASCE 7-10.

M A

R K

D E

S C

R

IP

T

IO

N D

A

STRUCTURAL STEEL DECK

ALL STEEL DECKING SHALL MEET ASTM A 653-SS, GRADE 33, WITH A MINIMUM YIELD STRENGTH OF 38 KSI. ALL DECKING SHALL BE GALVANIZED PER ASTM A653-G60. ALL ROOF METAL DECK

SHALL BE LAPPED A MINIMUM OF 2-INCHES.

MINIMUM DECK GAGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, UNSHORED

CONDITIONS. HEAVIER DECK MAY BE REQUIRED FOR OTHER CONDITIONS, DEPENDING ON THE

MANUFACTURER’S AND CONTRACTOR'S LAYOUT. ALL DECK SHALL SATISFY AISI,

"SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS".

FASTEN STEEL DECKING PER SCHEDULE:

FLOOR DECK, Q-design(ASD)=1800 PLF:

SUPPORTING STEEL: q3 PATTERN, 7/8-INCH DIAMETER VISUAL (1/2-INCH EFFECTIVE) PUDDLE

WELDS (OR SHEAR STUDS) AT 12-INCHES ON CENTER.

SIDE LAPS: BUTTON PUNCHED AT 36-INCHES MAXIMUM ON CENTER.

"PUNCHLOK" OR "DELTA-GRIP" OR OTHER ENHANCED PUNCHING CONNECTION SYSTEM MAY BE

SUBSTITUTED FOR ROOF SIDE LAPS, AND MECHANICAL 'PAF' FASTENERS MAY BE SUBSTITUTED

FOR SUPPORTING STEEL CONNECTIONS. CONTRACTOR SHALL SUBMIT CALCULATIONS TO

SHOW UNIT SHEAR CAPACITIES OF ALTERNATE FASTENER LAYOUT EXCEEDS THE "Q-design"

INDICATED ABOVE.

ALL COMPOSITE STEEL DECK SHALL HAVE WIDE RIBS SUITABLE FOR SHEAR STUD PLACEMENT

WHERE STUDS ARE REQUIRED. THE CONFIGURATION OF THE STEEL DECK SHALL ALLOW THE

DEVELOPMENT OF FULL SHEAR VALUES OF THE STUD. SHEAR STUDS SHALL BE WELDED

THROUGH THE DECK BY PRE-QUALIFIED METHODS. IF THROUGH-DECK WELDING IS

UNFEASIBLE, THE STUDS SHALL BE INSTALLED IN PRE-PUNCHED HOLES IN THE DECK. THE

CONTRACTOR SHALL PROVIDE CHECKED SHOP DRAWINGS INDICATING EXACT LAYOUT OF

STUDS FOR EACH BEAM TYPE, SPAN AND DECK LAYOUT.

PROVIDE CONTINUOUS METAL CLOSURES AT ALL SLAB OPENINGS AND SLAB EDGES AND

CONTINUOUS DECK CLOSURE AT ALL DECK ENDS. PROVIDE ALL RIDGE AND VALLEY PLATES,

COLUMN CLOSURES, CANT STRIPS, SUMP PLATES AT PIPING PENETRATIONS AND RECESSED

SUMP PANS AT ALL ROOF DRAINS. PROVIDE SUPPLEMENTAL FRAMING AT OPENINGS FOR

SUPPORT OF THE METAL DECK. ALL OPENING SIZES AND LOCATIONS SHALL BE COORDINATED

WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

THE DECK SUPPLIER SHALL CONFIRM THE DECK SIZE FOR THE ACTUAL LAYOUT AND PROVIDE

THE COR WITH ENGINEERING CALCULATIONS OR PUBLISHED MANUFACTURER'S DATA

VERIFYING THE SPECIFIED DECK REQUIREMENTS.

PROVIDE ENGINEERED AND CHECKED SHOP DRAWINGS INDICATING LOCATION, GAGE, AND

SIZE OF EACH PIECE OF DECKING. THE DRAWINGS SHALL CLEARLY SHOW WELDING DETAILS

TO STRUCTURAL FRAMING AND SIDE LAP CONNECTIONS DETAILS.

COLD FORMED STEEL

COLD FORMED STEEL SHALL MEET ASTM A1003 STRUCTURAL GRADE 50 TYPE H (Fy=50 KSI) FOR 14 GAUGE (68 MIL) OR 16 GAUGE (54 MIL) MEMBERS AND ASTM A1003 STRUCTURAL GRADE 33 TYPE H (Fy=33 KSI) FOR 18 GAUGE (43 MIL) AND LIGHTER MEMBERS.

ALL STRUCTURAL MEMBERS SHALL BE DESIGNED PER THE AMERICAN IRON AND STEEL

INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL

MEMBERS", LATEST EDITION.

USE ONLY ONE MANUFACTURER OF COLD FORMED JOIST THROUGHOUT THE WORK, UNLESS

OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICALLY APPROVED IN ADVANCE BY THE

COR. ACCEPTABLE JOIST MANUFACTURERS INCLUDE ANY MEMBER OF THE STEEL STUD

MANUFACTURER'S ASSOCIATION.

PROVIDED ALL ACCESSORIES INCLUDING TRACKS, CLIPS, WEB STIFFENERS, ANCHORS,

FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ITEMS REQUIRED FOR A COMPLETE AND

PROPER INSTALLATION. INSTALL ALL ITEMS RECOMMENDED BY THE MANUFACTURER.

FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS (ASTM C1513) OR WELDS

OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. WIRE TYING OF

COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC-

RICH PAINT.

UNLESS OTHERWISE INDICATED:

1. TRACKS SHALL BE CONNECTED WITH TWO #8 SCREWS OR PAF TO SUPPORTING

SUBSTRATE AT EACH STUD, OR AN EQUIVALENT EQUAL SPACING;

2. OVERLAPPING STUDS OR BRACES SHALL BE CONNECTED WITH THREE #8 SCREWS;

3. STUDS SHALL BE CONNECTED TO TOP AND BOTTOM TRACKS WITH TWO #8 SCREWS, ONE

AT EACH FLANGE;

4. BUILT-UP MEMBERS SHALL BE STITCHED TOGETHER WITH WELDS OR #8 SCREWS AT EACH

CORNER AT 6-INCHES ON-CENTER.

PROVIDE COMMERCIAL GROUT FOR LEVELING THE FLOOR RUNNER OF STEEL STUD

PARTITIONS.

STEEL GRATING

GRATING SHALL BE CAPABLE OF SUPPORTING A LOAD OF 50K OVER THE SPANS INDICATED

WITH LESS THAN 1/8" OF DEFLECTION.

GRATING TO BE SECURED TO SUPPORTING STRUCTURE WITH WELDS, WELD LUGS OR SIMILAR

ATTACHMENT PER MFR.

STRUCTURAL GENERAL NOTES CONTINUED

STRUCTURAL STEEL

MATERIALS:

WIDE-FLANGE SHAPES: ASTM A992

STRUCTURAL STEEL TUBES (HSS): ASTM A500, GRADE B

STRUCTURAL STEEL PIPES: ASTM A53, GRADE B

ALL OTHER SHAPES & PLATE: ASTM A36

BOLTS, WASHERS & NUTS: ASTM A325, F436 & A563

HARDENED WASHERS: ASTM F436

WELDED STEEL STUDS: ASTM A108

ANCHOR RODS: ASTM F1554, GRADE 55

CONTINUITY AND DOUBLE PLATES: ASTM A572 GR. 50

ALL DETAILING, FABRICATION AND ERECTIONS SHALL CONFORM TO AISC SPECIFICATIONS AND

CODES, LATEST EDITION. FABRICATOR MUST PARTICIPATE IN THE AISC QUALITY

CERTIFICATION PROGRAM, BE CERTIFIED BY THE COR OR SPECIAL INSPECTIONS, AT THE

CONTRACTOR’S EXPENSE, MUST BE PROVIDED IN THE FABRICATION SHOP.

ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS AND SHALL CONFORM TO THE AWS D1.1

AND D1.8, LATEST EDITIONS. ALL WELDING ELECTRODES SHALL BE PROPERLY CONDITIONED

70 KSI MINIMUM TENSILE STRENGTH, WITH DIFFUSED HYDROGEN LEVELS OF 16ml/g (H16) OR

LESS IN ACCORDANCE WITH AWS A4.3.

WELDS NOT SPECIFIED SHALL BE SHOP-PERFORMED CONTINUOUS OR ALL-AROUND 3/16"

FILLET WELDS.

WELD FILLER METAL FOR COMPLETE-JOINT-PENETRATION GROOVE WELDS AND DEMAND

CRITICAL WELDS SHALL MEET THE FOLLOWING ADDITIONAL REQUIREMENTS:

MINIMUM YIELD STRENGTH: 58 KSI

CVN TOUGHNESS: 20 FT LBS AT 0°F, 40 FT LBS AT 70°F

ELONGATION: 22% MINIMUM

WHERE BUTT WELDS OCCUR AT STEEL WITH DIFFERENT THICKNESSES OR WIDTHS, THE

LARGER PIECE OF STEEL MUST BE TAPERED AT A SLOPE NOT EXCEEDING 1 ON 2.5 PER AWS

D1.1.

THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF

OTHER TRADES WITHOUT THE PRIOR APPROVAL OF THE COR.

ALL BEAMS, JOISTS AND TRUSSES SHALL BE FABRICATED WITH THE NATURAL CAMBER UP.

PROVIDE CAMBERS AS INDICATED ON THE DRAWINGS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION

PROCEDURES AND SEQUENCES. CONSIDERATION SHOULD BE GIVEN TO TEMPERATURE

DIFFERENTIALS, ESPECIALLY WITH RESPECT TO STRUCTURAL STEEL FRAMING INTO

CONCRETE WALLS, BEAMS, OR COLUMNS.

ALL STEEL SHALL BE CLEANED BY METHODS COMPLYING WITH THE STEEL STRUCTURES

PAINTING COUNCIL METHOD SSPC-SP3, POWER TOOL CLEANING. REMOVE OIL, GREASE, AND

SIMILAR CONTAMINANTS. EXCEPT FOR MEMBERS TO BE WELDED, APPLY STRUCTURAL STEEL

PRIMER PAINT IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS TO A UNIFORM

DRY FILM THICKNESS OF 2.0 MILS. AFTER FINAL STEEL INSTALLATION, WIRE BRUSH EXPOSED

STEEL SURFACES AND CLEAN WITH SOLVENTS BEFORE TOUCH-UP PAINTING. TOUCH-UP PAINT

SHALL BE THE SAME AS SHOP PAINT. STRUCTURAL STEEL TO RECEIVE SPRAY-APPLIED FIRE-

PROOFING MAY BE SUPPLIED AS BARE STEEL.

STEEL EXPOSED TO WEATHER OR INDICATED AS GALV SHALL BE HOT-DIP GALVANIZED PER

ASTM A123. TOUCH-UP AND REPAIR GALVANIZATION SHALL CONFORM TO ASTM A780.

FASTENERS SHALL COMPLY WITH ASTM A153.

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE COR FOR REVIEW. THESE

DRAWINGS SHALL BE CHECKED BY THE CONTRACTOR BEFORE SUBMITTAL AND SHALL SHOW

SHOP FABRICATION DETAILS, FIELD ASSEMBLY DETAILS, AND ERECTION DIAGRAMS FOR ALL

STRUCTURAL STEEL. ALSO SUBMIT WELDERS QUALIFICATIONS.

A K

AF AL

T S

TA

E O

49 TH

S

JASON E KWIATKOWSKI

No. CE 118884

REG IST ER ED P R O F ES S I O NA L E NG IN

EER

SHEET ID

A

IR

F O

R C

E C

IV

IL

E N

G

IN

E E

R C

E N

T E

R

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

P A

C

IF

IC

D

IV

IS

IO

N

01/22/2019

S-003

S T

R U

C T

U R

A L G

E N

E R

A L

N

O T

E S

F -3

R

E N

O V

A T

E W

E A

P O

N S

L O

A D

T R

A I N

IN

G

O F

F I C

E A

N D

H A

N G

A R

R E

ID

M

ID

D

L E

T O

N B

S T

A

N C

H O

R A

G E

A

K A

E C

C

R J K

D C

P

R J K

.0

.2

F A

-1

-D -0

F T

Q W

FINAL

S -0

E

IE

L S

O N

A F

B A

L A

S K

A

M A

R K

D E

S C

R

IP

T

IO

N D

A

SPECIAL INSPECTION & TESTING SCHEDULE

ITEM C.I. P.I. REFERENCE

STANDARD

IBC

REFERENCE

REMARKS

GENERAL

PREFABRICATED ITEMS X 1704.2 SAME AS SITE WORK UNLESS APPROVED BY AHJ

T.B.C.

CONCRETE: ACI 318-14, 301-16, 302.1R-15

ACI 311.1R-07; ACI 311.4R-05

1704.4, TABLE 1704.4

REINFORCING MATERIALS AND PLACEMENT X ASTM AS NOTED, ACI 318 3.5, 7.1-7.7 1903.1, 1907.1-1907.13

INSPECTION OF FORMWORK FOR SHAPE, LOCATION & DIMENSIONS X ACI 318 6.1.1-6.1.4

ANCHOR RODS, EMBEDDED BOLTS & INSERTS X 1911.5

USE OF REQUIRED MIX DESIGN X ACI 318 CH.4, 5.2-5.4, 5.8; ACI 304R-00 904.2.2, 1905.2-1905.4

CONCRETE SLUMP, AIR CONTENT, TEMPERATURE &

PREPARATION OF STRENGTH TEST SPECIMENS

X ASTM C172, C31; ACI 318 5.6; ACI 311.5-04 1905.6

SEE SPECIFICATION SECTIONS 03 30 00 AND 32 13 11 FOR TESTING

FREQUENCY REQUIREMENTS.

CONCRETE PLACEMENT X ACI 318 5.9, 5.10; ACI 304.2R-96 1905.9, 1905.10

CONCRETE CURING X ACI 318 5.11; ACI 308R-01 1905.11 MAINTAIN PROPER TEMPERATURE AND CURING TECHNIQUE

PROTECTION OF CONCRETE DURING COLD WEATHER (TEMPERATURE

BELOW 40° F) OR HOT WEATHER (TEMPERATURE ABOVE 90° F)

X ACI 318 5.12-5.13; ACI 306R-88; ACI 305R-99

1905.12 & 13

POST-INSTALLED ANCHORS X ICC-ES REPORT

PER MANUFACTURER REQUIREMENTS, INCLUDES THE DRILLING &

CLEANING OUT OF THE HOLES & THE INSTALLATION OF THE ANCHORS

X

WELDING OF REINFORCING BARS X ACI 318 3.5.2; AWS D1.4 1704.4.1

CHEMICAL TESTS SHALL BE SUBMITTED AND REVIEWED FOR ANY

REINFORCING BARS OTHER THAN A706 TO BE WELDED

XXCOLUMN BASE PLATE GROUT

STATEMENT OF SPECIAL INSPECTIONS

THE FOLLOWING STRUCTURAL SYSTEMS ARE PART OF THE DESIGNATED LATERAL FORCE RESISTING SYSTEMS IN THE BUILDING AND HENCE ARE SUBJECT TO THE REQUIREMENTS OF THIS STATEMENT OF SPECIAL INSPECTIONS AND THE STRUCTURAL SPECIAL INSPECTION AND TESTING SCHEDULE IN

ACCORDANCE WITH IBC SECTION 1705.

• STEEL CROSS BRACING AT ROOF

• BRACED STRUCTURAL STEEL FRAME

• MOMENT RESISTING STEEL FRAME

• MEZZANINE CONCRETE-FILLED METAL DECK DIAPHRAGMS

• WELDING OF METAL DECK

SPECIAL INSPECTIONS AND TESTING

CONTRACTOR TO ENGAGE A…