Technical_Drawings.pdf

AREA OF WORK

BLDG 830

NORTH

BASE CONTRACTING

BLDG 729

BASE CIVIL ENGINEERING

BLDG 744

MAIN GATE

CONSTRUCTION HAUL ROUTE

CONTRACTING OFFICE: CYNTHIA MURRY

PHONE: 612-713-1427

EMAIL: cynthia.murry@us.af.mil

ADDRESS: 934 CONF/LGC

760 MILITARY HIGHWAY, BLDG 729

MINNEAPOLIS-ST PAUL ARS, MIN 55450-2100

OWNER

SHEET

IDENTIFICATION

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MINNEAPOLIS-SAINT PAUL AIR RESERVE STATION

REPAIR LIFE SUPPORT - BUILDING 830

JUNE 16, 2014

760 MILITARY HIGHWAY

MINNEAPOLIS, MN 55450-2100

CONTRACT NUMBER: FA6643-10-D0002

TASK ORDER NUMBER: 6N-AE09

PROJECT NUMBER: QJKL 08-0043

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AREA LOCATION MAP

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BASE LOCATION MAP

# OF

TOTAL SHEET NO. SHEET TITLE

ELECTRICAL

82 E-001 ELECTRICAL GENERAL NOTES AND LEGEND

83 ES101 COMMUNICATIONS SITE PLAN

84 ED101 BASEMENT DEMOLITION PLAN

85 ED102 FIRST FLOOR DEMOLITION PLAN

86 E-101 BASEMENT NEW WORK POWER PLAN

87 E-102 FIRST FLOOR NEW WORK POWER PLAN

88 E-103 BASEMENT NEW WORK LIGHTING PLAN

89 E-104 FIRST FLOOR NEW WORK LIGHTING PLAN

90 E-501 LIGHTING DETAIL

91 E-502 LIGHTING SCHEDULE AND DETAIL

92 E-503 ELECTRICAL DETAILS

93 E-601 EXISTING ELECTRICAL PANEL SCHEDULES AND RISER

DIAGRAM

94 E-602 ELECTRICAL PANEL SCHEDULES AND RISER DIAGRAM

Grand total: 94

# OF

TOTAL SHEET NO. SHEET TITLE

INTERIORS

42 ID101 EXISTING FIRST FLOOR FURNITURE PLAN

43 I-101 BASEMENT FLOOR FINISH PLAN

44 I-102 FIRST FLOOR FINISH PLAN

45 I-103 BASEMENT FURNITURE PLAN

46 I-104 FIRST FLOOR FURNITURE PLAN

47 I-401 ENLARGED BATHROOM FINISH PLAN & ELEVATIONS

48 I-105 BASEMENT SIGNAGE PLAN

49 I-106 FIRST FLOOR SIGNAGE PLAN

50 I-501 SIGNAGE SCHEDULE AND DETAILS

51 I-502 SIGNAGE AND INTERIOR DETAILS

52 I-601 FINISH SCHEDULE AND DETAILS

53 I-602 FINISH SCHEDULE

FIRE PROTECTION

54 FD101 BASEMENT DEMOLITION FIRE PROTECTION PLAN

55 FD102 FIRST FLOOR DEMOLITION FIRE PROTECTION PLAN

56 FA001 FIRE ALARM GENERAL NOTES, LEGENDS, AND DIAGRAMS

57 FA101 BASEMENT FIRE ALARM/MNS PLAN

58 FA102 FIRST FLOOR FIRE ALARM/MNS PLAN

59 FS001 FIRE SUPPRESSION LEGEND AND GENERAL NOTES

60 FS101 BASEMENT FIRE SUPPRESSION PLAN

61 FS102 FIRST FLOOR FIRE SUPPRESSION PLAN

PLUMBING

62 P-001 GENERAL NOTES AND LEGENDS

63 PD101 BASEMENT PLUMBING DEMOLITION PLAN

64 PD102 FIRST FLOOR PLUMBING DEMOLITION PLAN

65 P-101 BASEMENT SANITARY NEW WORK PLAN

66 P-102 FIRST FLOOR SANITARY NEW WORK PLAN

67 P-103 BASEMENT DOMESTIC NEW WORK PLAN

68 P-104 FIRST FLOOR DOMESTIC NEW WORK PLAN

69 P-501 PLUMBING DETAILS

70 P-601 PLUMBING SCHEDULES

71 P-602 PLUMBING ISOMETRICS

MECHANICAL

72 M-001 GENERAL NOTES AND LEGENDS

73 MD101 BASEMENT MECHANICAL DEMOLITION PLAN

74 MD102 FIRST FLOOR MECHANICAL DEMOLITION PLAN

75 M-101 BASEMENT NEW WORK PLAN

76 M-102 FIRST FLOOR PLAN NEW WORK PLAN

77 MP101 BASEMENT MECHANICAL PIPING PLAN

78 MP102 FIRST FLOOR MECHANICAL PIPING PLAN

79 M-501 MECHANICAL DETAILS

80 M-601 MECHANICAL SCHEDULES

81 M-602 RISER DIAGRAMS

# OF

TOTAL SHEET NO. SHEET TITLE

GENERAL

1 G-001 COVER SHEET

2 G-002 LIFE SAFETY PLAN

CIVIL

3 CS101 CIVIL SITE PLAN

4 C-501 SITE DETAILS

STRUCTURAL

5 S-001 GENERAL STRUCTURAL NOTES & DESIGN LOADS

6 SD101 STRUCTURAL DEMOLITION FOUNDATION PLAN

7 SD102 STRUCTURAL DEMOLITION FIRST FLOOR FRAMING PLAN

8 S-101 STRUCTURAL NEW WORK FOUNDATION PLAN

9 S-102 STRUCTURAL NEW WORK FIRST FLOOR FRAMING PLAN

10 S-103 STRUCTURAL NEW WORK ROOF FRAMING PLAN

11 S-201 STRUCTURAL ELEVATIONS

12 S-301 STRUCTURAL SECTIONS

13 S-302 STRUCTURAL SECTIONS

14 S-501 STRUCTURAL DETAILS

15 S-502 STRUCTURAL DETAILS

ARCHITECTURAL

16 A-001 ABBREVIATIONS & SYMBOLS

17 A-002 ARCHITECTURAL GENERAL NOTES

18 A-003 PARTITION TYPES & DETAILS

19 AD101 DEMOLITION BASEMENT FLOOR PLAN

20 AD102 DEMOLITION FIRST FLOOR PLAN

21 AD103 DEMOLITION BASEMENT REFLECTED CEILING PLAN

22 AD104 DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN

23 AD105 DEMOLITION ROOF PLAN

24 AD201 DEMOLITION NORTH AND SOUTH ELEVATIONS

25 AD202 DEMOLITION EAST AND WEST ELEVATIONS

26 A-101 BASEMENT NEW WORK PLAN

27 A-102 FIRST FLOOR NEW WORK PLAN

28 A-103 ROOF NEW WORK PLAN

29 A-104 EXISTING CANOPY ROOF PLAN

30 A-105 BASEMENT REFLECTED CEILING PLAN

31 A-106 FIRST FLOOR REFLECTED CEILING PLAN

32 A-201 NORTH AND SOUTH ELEVATIONS

33 A-202 EAST AND WEST ELEVATIONS

34 A-301 BUILDING SECTIONS

35 A-302 BUILDING SECTIONS & DETAILS

36 A-401 ENLARGED FLOOR PLANS

37 A-402 ENLARGED RESTROOM PLAN AND DETAILS

38 A-501 STAIR DETAILS

39 A-502 DETAILS

40 A-601 DOOR SCHEDULES AND DETAILS

41 A-602 WINDOW SCHEDULE & DETAILS

INDEX OF DRAWINGS

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UPDN

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NO YES

NO YES

NO YES

NO YES

NO YES

BASIC BUILDING CODE INFORMATION

CONSTRUCTION CLASSIFICATION

TYPE:

(IBC 602)

DOES BUILDING HAVE ACCESSORY

OCCUPANCY (IES)?: (IBC 508.2)

WHAT PERCENT OF STORY IS

ACCESSORY OCCUPANCY?:

DOES BUILDING REQUIRE INCIDENTAL USE

AREA SEPARATION?:

(IBC 508.2.5)

MIXED OCCUPANCIES?: (IBC 508.3)

OCCUPANCY GROUP:

NON SEPARATED?: (IBC 508.3.2)

SEPARATED?: (IBC 506.4.1)

NFPA IBC

EXISTING TYPE IIB UNPROTECTED, SPRINKLERED,

EXTERIOR WALLS OF NON-COMBUSTIBLE MATERIALS

STORAGE 6.1.13

BUSINESS 6.1.11

## SF ##%

S-1 B

BUILDING CODE ANALYSIS

IBC 2012 / NFPA 101

REPAIR LIFE SUPPORT - BLDG 830

MSPARS

BUILDING AREA

AREA LIMIT BY TABLE 503 OF IBC: (AREA LIMITATION

PER STORY)

AREA AS DESIGNED PER STORY: (AREA PER

STORY)

TOTAL DESIGNED AREA OF BUILDING:

23,000 SF

5,446 SF

10,788 SF

BUILDING HEIGHT

AS DESIGNED

WITHOUT ANY

ALLOWABLE INCREASE

(PER IBC TABLE 503)

AS ALLOWED BY IBC

ALLOWABLE

HEIGHT INCREASE

(PER IBC 504.2)

TOTAL HEIGHT

INCLUDING ANY

ALLOWABLE INCREASE

IN FEET IN STORIES IN FEET IN STORIES

15'-0" 2 55'-0" 3

N/A N/A N/A N/A

15'-0" 2 55'-0" 3

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

GENERAL FIRE PROTECTION REQUIREMENTS

SEPARATIONS

PER IBC SECTION 717.2.6FIREBLOCKING REQUIRED?:

PER IBC SECTION 717DRAFTSTOPPING REQUIRED?:

PER IBC SECTION 909SMOKE CONTROL SYSTEM

REQUIRED?:

PER IBC SECTION 709SMOKE BARRIERS REQUIRED?:

PER IBC SECTION 711SMOKE PARTITION REQUIRED?:

PER IBC SECTION 419FIRE PARTITION REQUIRED?:

PER IBC SECTION 707FIRE BARRIER REQUIRED?:

ALARM & DETECTION

PER IBC SECTION 907FIRE ALARM SYSTEM REQUIRED?:

PER IFC 908EMERGENCY ALARM SYSTEM

REQUIRED?:

SUPPRESSION

PER UFC 36-00-01STANDPIPES REQUIRED?:

PER UFC 36-00-01SPRINKLERS REQUIRED?:

SPRINKLERS PROVIDED?:

PER IBC 906PORTABLE EXTINGUISHERS

REQUIRED?:

PER IFC 904OTHER SUPPRESSION

SYSTEMS REQUIRED?:

PER IFC 910SMOKE & HEAT VENTS

REQUIRED?:

FIRE ALARM SYSTEM PROVIDED?:

FIRE RESISTANCE RATING OF BLDG ELEMENTS

STRUCTURAL FRAME

(PER IBC TABLE 601)

BEARING WALLS

RATING AS

REQUIRED

(IN HOURS)

BUILDING ELEMENT RATING AS

DESIGNED

(IN HOURS)

TESTING AGENCY

& DESIGN NO.

(UL, FM, ETC)

(PER IBC TABLE 601)

EXTERIOR

INTERIOR

NONBEARING WALLS & PARTITIONS

(PER IBC TABLE 601 & 602)

EXTERIOR

INTERIOR

FLOOR CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

(PER IBC TABLE 601)

ROOF CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

(PER IBC TABLE 601)

FIRE WALLS

(PER IBC TABLE 706.4)

FIRE BARRIERS

(PER IBC TABLE 707)

SHAFT ENCLOSURES

(PER IBC TABLE 713)

FIRE PARTITIONS

(PER IBC SECTION 708)

OPENING & PROTECTIVE LISTING BY

CATEGORY (FIRE SHUTTERS,

DOORS, ETC. (PER IBC SECTION 716)

HORIZONTAL SEPARATION

BETWEEN STORAGE & BUSINESS

(PER IBC 508.4)

INCIDENTAL ACCESSORY OCCUPANCIES

(PER IBC TABLE 509)

OCCUPANCY SEPARATION WALLS

(PER NFPA TABLE 6.1.14.4.1b)

EXIT STAIR

(PER IBC SECTION 1022.1)

HORIZONTAL EXIT

(PER IBC SECTION 1025

EXIT ACCESS CORRIDOR WALLS

(PER IBC TABLE 1018.1)

SHAFT WALLS INCLUDING ELEVATOR

AND MECHANICAL SHAFTS

(PER IBC SECTION 713)

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

1 HR 1 HR

N/A N/A

0 0

N/A N/A

MEANS OF EGRESS

EGRESS WIDTH

(PER NFPA 101, TABLE

7.3.3.1)

CORRIDOR WIDTH

(PER NFPA 101,

38.2.3.2)

CORRIDOR FIRE-

RESISTANCE RATING

(PER IBC TABLE 1018.1)

REQUIREDCODE ITEM PROVIDED NOTES

STAIR WIDTH

(PER NFPA 101, TABLE

7.3.3.1)

COMMON PATH OF

EGRESS TRAVEL

(PER NFPA 101, TABLE

A.7.6)

EXIT ACCESS TRAVEL

DISTANCE

(PER NFPA 101, TABLE

A.7.6)

DEAD ENDS

(PER NFPA 101,

TABLE A.7.6)

MINIMUM NUMBER OF

EXITS FOR OCCUPANT

LOAD

(PER NFPA 101, 7.4.1.2 &

39.2.4)

VERTICAL EXIT

ENCLOSURES

(PER IBC SECTION 1022.1)

GUARDS

(PER IBC SECTION 1013)

15.4" 72" 77 PERSONS x .2" PER OCCUPANT

FIRST FLOOR = 72"

SECOND FLOOR = 72"

44" 48"

OCCUPANT LOAD > 30, SPRINKLERED

77 PERSONS x .3" PER OCCUPANT

EXISTING STAIR WIDTH (1) = 48"

NEW STAIR WIDTH (1) = 45"

0 0

23.1" 93"

B = 100'-0" S = 100'-0"

< 100'-0"

B = 300'-0" S = 400'-0"

< 200'-0"

B = 50'-0" S = 100'-0"

< 50'-0"

2 4

1 HR 1 HR

YES YES

143 SF

BUSINESS

OCCUPANCY LEGEND

BUSINESS

STORAGE

213 SF

BUSINESS

386 SF

STORAGE

84 SF

BUSINESS

229 SF

BUSINESS

191 SF

BUSINESS

140 SF

BUSINESS

155 SF

BUSINESS

305 SF

BUSINESS

1453 SF

BUSINESS

157 SF

BUSINESS

196 SF

BUSINESS

843 SF

STORAGE

731 SF

STORAGE

EGRESS PATH "C"

EGRESS PATH "D"

127 SF

BUSINESS

COMMON PATH OF TRAVEL DISTANCE

1 HOUR FIRE RATED SEPARATION

EGRESS TRAVEL DISTANCE

LIFE SAFETY LEGEND

2A: 20-BC DRY CHEMICAL FIRE EXTINGUISHER

598 SF

BUSINESS

432 SF

BUSINESS

230 SF

BUSINESS

188 SF

STORAGE

782 SF

BUSINESS

57 SF

BUSINESS

369 SF

BUSINESS

365 SF

BUSINESS

877 SF

STORAGE

484 SF

STORAGE

189 SF

STORAGE

173 SF

STORAGE

58 SF

BUSINESS

59 SF

BUSINESS

82 SF

STORAGE

132 SF

BUSINESS

95 SF

BUSINESS

EGRESS PATH "A"

EGRESS PATH "B"

170 SF

BUSINESS

DEAD END = 22'-0"

SHEET

IDENTIFICATION

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OCCUPANCY AREA

MAXIMUM AREA

ALLOWED PER

OCCUPANT

CALCULATED OCCUPANCY

LOAD

BASEMENT

BUSINESS 3348 SF 100 34

STORAGE 1993 SF 500 5

5341 SF 39

FIRST FLOOR

BUSINESS 3394 SF 100 36

STORAGE 1960 SF 500 4

5354 SF 40

Grand total 10694 SF 79

BUILDING DESIGN OCCUPANT LOAD (PER NFPA TABLE 7.6.1.2)

EGRESS DISTANCES

MARK LENGTH

EGRESS TRAVEL DISTANCE

A 88'-8" B 90'-9" C 70'-5" D 76'-0"

SCALE: 1/8" = 1'-0"D3 BASEMENT OCCUPANCY PLAN

NORTH

164 8268

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

GRAPHIC SCALE

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TP+0.3'

TP+0.0'

TP+0.0'

TP+0.0'

TP+0.0'

TP+0.0'

TP+0.3'

TP+0.0'

5.00'

TP+0.0'

TP+0.0'TP+0.3'TP+0.3'

TP+0.0'

TP+0.0'

SCALE: 1" = 10'B1 CIVIL SITE PLAN

GRAPHIC SCALE

NORTH

NEW WORK KEYNOTES:

PROVIDE NEW PAVEMENT SECTION. SEE DETAIL C1 SHEET C-501.

10'

SCALE: 1" = 10'

0 10' 20'

LEGEND

GENERAL NOTES:

DEMOLITION

NEWEXISTING

BLDG 830

REMOVE APPROXIMATELY 14 LF OF CONCRETE CURB AND GUTTER.

EXCAVATE GRASSED AREA FOR ACCESS TO BASEMENT WALL

CONSTRUCTION.

REMOVE ASPHALT AND BASE COURSE FOR ACCESS TO

BASEMENT WALL CONSTRUCTION.

DEMOLITION KEYNOTES:

PROVIDE NEW CONCRETE CURB AND GUTTER. SEE DETAIL C3 SHEET

C-501.

TP+0.3' SPOT GRADE/ELEV DIFFERENCE

CONCRETE SIDEWALK

PROVIDE NEW CONCRETE PAD (6'-0" X 5'-8 1/2"). ELEVATION TO BE

DETERMINED DURING CONSTRUCTION. SEE DETAIL B3 SHEET C-501.

PROVIDE NEW CONCRETE SIDEWALK FROM NEW CONCRETE PAD TO

EXISTING SIDEWALK. ELEVATION TO BE DETERMINED DURING

CONSTRUCTION. MATCH EXISTING GRADE AT EACH END OF NEW

SIDEWALK. SEE DETAIL D1 SHEET C-501.

SECURITY FENCEXX

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SO

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H CAROLINA

REMOVE WOOD FENCE AND CONCRETE DUMPSTER PAD.

RELOCATE DUMPSTERS TO NEW DUMPSTER PAD LOCATION.

PROVIDE NEW HEAVY DUTY CONCRETE DUMPSTER PAD. SEE DETAIL.

PROVIDE NEW PAVEMENT MARKINGS. PARKING SPACE STRIPING

SHALL BE 18' IN LENGTH.

C7

PROVIDE NEW CONCRETE STEPS WITH RAILING.

PROVIDE NEW CONCRETE LOADING DOCK.

REMOVE CONCRETE LOADING DOCK AND STEPS ON EITHER END.

REMOVE EXISTING PAVEMENT MARKINGS

CS101

C

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PROVIDE NEW PAVEMENT MARKINGS TO DESIGNATE NO PARKING

AREAS.

2.0" ASPHALTIC CONC.

SURFACE COURSE

12" COMPACTED

SUBGRADE 95% ASTM

D-1557

8" AGGREGATE BASE COURSE (57

STONE OR EQUAL)

PRIME COAT

.5"

6.5"

NOTES:

1. ALL CONCRETE SHALL BE 3500 PSI FIBER-MESH REINFORCED.

2. GUTTER SHALL PITCH IN DIRECTION OF DRAINAGE FLOW.

ASPHALT PAVEMENT SECTION

CONCRETE CURB & GUTTER

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

12" COMPACTED

SUBGRADE 95% ASTM

D-1557

5" AGGREGATE BASE COURSE (57

STONE OR EQUAL)

FINISH GRADE

COMPACTED EARTHCONCRETE WALK

TOOLED EDGES

SLOPE

2% MAXIMUM

VARIES

4"

ASPHALT

PARKING

TYPICAL SIDEWALK SECTION

SCALE: NOT TO SCALED1

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CONCRETE PAD DETAIL

1. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENT PARTS ARE IN

PLACE. THEREFORE, THE CONTRACTOR/ERECTOR SHALL PROVIDE ALL NECESSARY

SHORING AND BRACING AS REQUIRED TO ENSURE STABILITY DURING ERECTION.

2. WHEN A DETAIL IS SHOWN ON THE STRUCTURAL DRAWINGS FOR ONE CONDITION, IT SHALL

APPLY TO ALL SIMILAR OR LIKE CONDITIONS, UNLESS NOTED OR SHOWN OTHERWISE ON

THE DRAWINGS.

3. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH IBC 2012, ASCE 7-10, ASCE 32-01, UFC 3-

130-04, UFC 3-301-01, AND UFC 4-010-01.

4. CONCRETE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-11;

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.

5. INTERIOR CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI MINIMUM AT 28 DAYS.

EXTERIOR CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,500 PSI MINIMUM AT 28 DAYS.

6. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

7. WELDED WIRE FABRIC SHALL BE ASTM A185.

8. DESIGN, FABRICATE, AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC STEEL

CONSTRUCTION MANUAL 14TH EDITION (AISC 325-11).

9. 3/4" DIAMETER ASTM A325N BOLTS SHALL BE USED IN ALL STRUCTURAL STEEL BOLTED

CONNECTIONS UNLESS NOTED OTHERWISE. TIGHTEN BOLTS TO TENSION REQUIRED BY

AISC.

10.ANCHOR RODS SHALL BE ASTM F1554, THREADED ON EACH END, WITH HEAVY HEX NUT AND

WASHER AT EACH END UNLESS OTHERWISE NOTED.

11.ALL WELDED CONSTRUCTION SHALL BE IN ACCORDANCE WITH AWS D1.1 AND AISC.

12.COLD FORMED STEEL DESIGN SHALL BE IN ACCORDANCE WITH THE AISI SPECIFICATION FOR

THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS, 2001 EDITION.

13.COLD FORMED STEEL SHALL BE DESIGNED FOR WIND LOADING NOTED ABOVE.

14.CONTRACTOR SHALL FULLY COORDINATE ALL ARCHITECTURAL AND STRUCTURAL

DRAWINGS (INCLUDING DIMENSIONS AND ELEVATIONS) AND SHALL FULLY RESOLVE ANY

CONFLICTS PRIOR TO COMMENCING WORK.

15.FABRICATION DRAWINGS SHALL NOT BE REPRODUCTION OF STRUCTURAL CONTRACT

DRAWINGS.

16.MISCELLANEOUS STRUCTURAL ITEMS, CONDITIONS OR PIECES OF STEEL MAY BE SHOWN

ON ARCHITECTURAL DRAWINGS.

17.CONTRACTOR SHALL CONSULT ROICC FOR DIRECTION SHOULD UNCHARTED OR

INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING SITE

CLEARING, GRADING AND EXCAVATION.

18.STRUCTURAL STEEL SHALL BE AS FOLLOWS:

NEW STAIRS AND LANDINGS 100 PSF

A: FLOOR LIVE LOAD:

B. ROOF LIVE LOAD: 20 PSF

C. RISK CATEGORY: II

E. WIND LOADS:

a. BASIC WIND SPEED, V3s: 115 MPH

b. WIND IMPORTANCE FACTOR, Iw: 1.0

c. RISK CATEGORY: II

d. WIND EXPOSURE: C

e. INTERNAL PRESSURE COEFFICIENT: +/- 0.18

f. PRESSURE COEFFIECIENT ZONE WIDTH, a: 4.8 FT

g. COMPONENT AND CLADDING WIND PRESSURE:

18 PSF - 28PSFZONE 1:ROOF:

18 PSF - 49PSFZONE 2:

18 PSF - 72 PSFZONE 3:

31 PSF - 34 PSFZONE 4:WALL:

31 PSF - 41 PSFZONE 5:

F. SEISMIC LOADS:

a. SEISMIC IMPORTANCE FACTOR, Ie: 1.00

b. SPECTRAL RESPONSE ACCELERATION: Ss = 0.05

S1 = 0.03

c. SITE CLASS: D

d. SPECTRAL RESPONSE COEFFIECIENT: Sds = 0.05

Sd1 = 0.05

e. SEISMIC DESIGN CATEGORY: A a: W-SHAPES ASTM A992 b: PATES, ANGLES, CHANNELS, MISC. STEEL ASTM A36 c: HSS ASTM A500, Gr. B

GENERAL NOTES:

1. STRUCTURAL FOUNDATION DESIGN IS BASED UPON AN ASSUMED ALLOWABLE SOIL

BEARING CAPACITY OF 4,000 PSF.

2. LATERAL SOIL PRESSURE BASED ON SOIL DENSITY OF 120 PCF WITH AN ANGLE OF

INTERNAL REPOSE OF 30 DEGREES.

3. ALL FOUNDATIONS ARE TO BEAR ON UNDISTURBED IN-SITU SOIL OR ON TESTED

STRUCTURAL BACKFILL. FILL SHALL BE PLACED IN UNIFORM LIFTS OF NO MORE THAN 8

INCHES THICK AND COMPACTED TO 95% MODIFIED PROCTOR VALUE FOR BACKFILL IN

ACCORDANCE WITH ASTM D-1557 (THIS INCLUDES THE LAYER OF CLEAN WASHED SAND

OR STONE FOR SLABS ON GRADE). THE MAXIMUM PARTICLE SIZE FOR FILL PLACEMENT

SHALL NOT EXCEED 2/3 OF THE LIFT THICKNESS.

4. MAINTAIN POSITIVE SURFACE DRAINAGE TO PREVENT THE ACCUMULATION OF WATER IN

EXCAVATED AREAS.

5. MATERIAL TO BE USED AS FILL SHALL BE TESTED BY AN APPROVED TESTING

LABORATORY TO DETERMINE SUITABILITY PRIOR TO BEING PLACED.

6. REMOVE ALL ORGANIC AND DELETERIOUS MATERIAL.

7. SURFACE AREAS AT GRADE AND AREAS TO RECEIVE FILL SOILS SHALL BE DETERMINED

WITHIN ±2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT DETERMINED

FROM THE MODIFIED PROCTOR TEST.

8. IMMEDIATELY PRIOR TO CONSTRUCTION, SUB GRADE SOILS SHALL BE PROOF ROLLED

WITH A FULLY LOADED TANDEM-AXLE DUMP TRUCK OR SIMILAR EQUIPMENT TO DETECT

ANY UNSTABLE AREAS. THE PROOF ROLLING EQUIPMENT SHALL MAKE A MINIMUM OF

FOUR PASSES OVER EACH SECTION. WITH THE LAST TWO PASSES PERPENDICULAR TO

THE FIRST TWO. ANY AREAS WHICH PUMP OR RUT SHALL BE UNDERCUT OR SCARIFIED

AND DENSIFIED IN PLACE AND PROOF ROLLED AGAIN CONTRACTOR SHALL NOTIFY ROICC

PRIOR TO COMMENCEMENT OF PROOF ROLLING OPERATIONS.

9. FILL PLACEMENT SHALL NOT BEGIN UNTIL PROOF ROLLING OPERATIONS ARE

SUCCESSFUL.

10.CONCRETE:

FOUNDATION NOTES:

WELDED WIRE FABRIC WILL BE PLACED AT MID DEPTH OF SLAB, UNLESS OTHERWISE NOTED.

PROPORTION AND DESIGN CONCRETE MIXES TO RESULT IN CONCRETE SLUMP AT POINT OF

PLACEMENT OF 3". ADDITION OF WATER TO READY-MIX IN THE FIELD SHALL NOT BE

ALLOWED.

DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF CONCRETE IS

COMPLETE. IF POUR IS TO BE DISCONTINUOUS, CONTRACTOR SHALL USE CONSTRUCTION

JOINTS.

SEE SECTION 7.7 OF ACI 318 FOR MINIMUM REINFORCED PROTECTION REQUIREMENTS.

TYPICAL REINFORCEMENT SPLICES SHALL BE AS FOLLOWS:

#4 BARS - 22" LAP

#5 BARS - 28" LAP

#6 BARS - 33" LAP

#7 BARS - 49" LAP

#8 BARS - 55" LAP

MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT (ACI 318-11, PARA 7.7):

EXPOSED TO EARTH 3"

#6 THROUGH #18 2"

#3 THROUGH #5 1 1/2"

#3 THROUGH #11 3/4"

1. CONCRETE CAST AGAINST AND PERMANENTLY:

2. CONCRETE EXPOSED TO EARTH OR WEATHER:

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

SLAB, WALLS, JOISTS:

BEAMS, COLUMNS: 1 1/2"

WALLS & SLABS 2"

OTHER MEMBERS 2 1/2"

3. CONCRETE EXPOSED TO MARINE/CORROSIVE ENVIRONMENTS (R.7.7.5):

19.LOADS:

10.1.

10.2.

10.3.

10.4.

10.5.

D. GROUND SNOW LOAD, Pg: 50 PSF

1. WOOD PANEL WALL SHEATHING SHALL BE APA RATED SHEATHING, EXTERIOR

EXPOSURE, 19/32 MIN. THICKNESS.

2. SHEATHING FASTENER PATTERNS

WALL SHEATHING

EDGES - #12 SCREWS @ 6"

INTERIOR FIELD -#12 SCREWS @ 12"

WOOD PANEL SHEATHING NOTES:

NEW LOADING DOCK 250 PSF

LIVE LOAD CAPACITY HAS NOT BEEN EVALUATED FOR

ANY OTHER AREAS AND IS NOT PART OF THIS

CONTACT. CONTRACTOR SHALL NOTIFY THE

GOVERNMENT OF ANY NEW LARGE CONCENTRATED

LOADS INCLUDING SAFES, FILING SYSTEMS, OTHER

SIMILAR EQUIPMENT OR FURNISHINGS AND ANY NEW

STORAGE AREAS FOR EVALUATION OF EXISTING

FLOOR LIVE LOAD CAPACITY.

a a a a h

WALL WIND ZONES GABLE ROOF WIND ZONES ( <= 7°)

3 3

3 3

2 2

2 2

2 211 a a a a

REFERENCE STANDARDS:

EXCEPT AS INDICATED, ALL DESIGN FABRICATION AND ERECTION OF STRUCTURAL

STEEL SHALL BE GOVERNED BY:

PROJECT REQUIREMENTS:

1. WELDING SHALL BE PERFORMED ONLY BY OPERATORS QUALIFIED BY THE AWS

STANDARD QUALIFICATION PROCEDURE TO PERFORM THE PARTICULAR TYPE OF WORK

REQUIRED.

2. MINIMUM SIZE OF ALL FILLET WELDS SHALL CONFORM TO AISC SPECIFICATIONS. WALL

WELDS ALONG LENGTHS OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL

DRAWINGS BUT NOT SIZED, SHALL BE A MINIMUM OF 3/16" x 3" FILLET WELD AT 12" ON

CENTER.

3. PAINT AND PROTECTION:

PRIME COAT: TOUCH UP FASTENERS, WELDS AND ABRADED AREAS AFTER ERECTION.

4. MEMBERS EXPOSED TO WEATHER IN FINISHED STRUCTURE, INCLUDING LINTELS AND

MECHANICAL EQUIPMENT SUPPORT FRAMES SHALL BE GALVANIZED AFTER FABRICATION.

5. PROVIDE HEAVY WASHERS AT ALL ANCHOR RODS (SEE S-501).

6. STEEL BELOW GRADE SHALL BE PROTECTED BY A MINIMUM OF 3" OF CONCRETE OR 4"

OF MASONRY.

7. GROUT UNDER BEARING PLATES SHALL BE OF NON-SHRINK, NON-METALLIC

COMPOSITION.

8. ANGLE FRAME MEMBERS AROUND OPENINGS SHALL BE MITERED, WELDED AND GROUND

SMOOTH. FABRICATE STRUCTURAL STEEL MEMBERS WITH NATURAL CAMBER UP EXCEPT

AS INDICATED. NO SPLICES IN STRUCTURAL FRAMING MEMBERS ARE PERMITTED EXCEPT

AS INDICATED OR APPROVED.

AISC 325-11 STEEL CONSTRUCTION MANUAL, 14TH EDITION

AISC 303-05 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES

AWS D1.1 STRUCTURAL WELDING CODE

9. STEEL DECK SHALL BE MINIMUM 3 SPAN CONDITION WITH THE FOLLOWING MINIMUM

PROPERTIES.

FLOOR:

TYPE 1.5C24

In = 0.108 in^4/ft. Ip = 0.136 in^4/ft.

Sn = 0.169 in^3/ft Sp = 0.179 in^3/ft Fy = 33 ksi 4" CONCRETE SLAB W/ 6x6-W2.9xW2.9 WWF

STRUCTURAL STEEL:

1. DESIGN, DETAIL AND ERECT COLD-FORMED METAL FRAMING IN ACCORDANCE WITH

ASTM C955.

2. COLD-FORMED METAL FRAMING SIZES INDICATED ARE BASED ON A MINIMUM YIELD

STRESS OF 33 KSI.

3. JOIST SUPPORTS MUST PROVIDE A MINIMUM 1 1/2" OF BEARING..

4. ALL JOIST SHALL HAVE WEB STIFFENING AT SUPPORTS.

5. JOIST TO HAVE UNPUNCHED WEBS.

6. ALL LOAD BEARING AND ALL EXTERIOR WALLS SHALL HAVE LATERAL BRIDGING AT MID-

HEIGHT OF STUDS UNLESS NOTED OTHERWISE.

7. PROVIDE DIAGONAL WIND BRACING AS INDICATED.

8. COLD-FORMED METAL FRAMING SHALL BE GALVANIZED IN ACCORDANCE WITH A653,

G60.

9. GALVANIZING DAMAGED BY INSTALLATION OPERATIONS OR WELDING SHALL BE

REPAIRED USING GALVANIZING REPAIR PAINT CONFORMING TO SSPC-PAINT 20 OR

DOD-P-21035.

10.COLD-FORMED METAL FRAMING GAUGES AND SIZES ARE BASED UPON THE STEEL STUD

MANUFACTURERS ASSOCIATION (SSMA).

11.METAL STUDS FOR BEARING WALLS TO BE 6", GAUGE AS INDICATED.

12.PROVIDE JOIST BRIDGING, BRACING AND WEB STIFFENERS IN ACCORDANCE WITH

COLD-FORMED METALS FRAMING SYSTEM MANUFACTURER'S RECOMMENDATIONS AND

AS INDICATED IN THESE DRAWINGS, WHICHEVER IS THE GREATER REQUIREMENT.

13.PROVIDE DOUBLE STUDS AT EACH END OF EXTERIOR WALLS. PROVIDE HOLD DOWN

EACH SIDE OF DOUBLE STUD PER SHEET S-502.

14.PROVIDE METAL FRAMING SHOP DRAWINGS FOR REVIEW.

15.SEE SHEET S-502 FOR TYPICAL COLD-FORMED METAL DETAILS.

COLD-FORMED METAL NOTES:

ROOF:

TYPE 1.5B22

I/n = 0.183 in4//ft. I/p = 0.155 in4//ft.

S/n = 0.192 in3//ft S/p = 0.186 in3//ft F/y = 40 ksi

SHEET

IDENTIFICATION

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SCALE: NOT TO SCALE

WIND DIAGRAMS

M A

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D E

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IP

T

IO

N D

A T

E A

P

7 8 9 10 11 12 13 14

A

B

C

D

7A

A8

C2

9.3 10.5 11.7

112'-0" ±

EXISTING CONCRETE SLAB ON GRADE

ELEVATION TOP 87'-11" +/-, VERIFY

DS1

DS2 DS2

DS2DS2

DS3 DS3 DS3 DS3

GENERAL NOTES:

1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

ELEVATIONS, DIMENSIONS AND EXISTING CONDITIONS

PRIOR TO CONSTRUCTION OR DEMOLITION. NOTIFY

CONTRACTING OFFICER PROMPTLY IF DISCREPANCIES

EXIST.

2. COORDINATE WITH ARCHITECTURAL AND WITH OTHER

ENGINEERING DISCIPLINE DRAWINGS FOR ADDITIONAL

DEMOLITION REQUIREMENTS.

LEGEND:

AREA TO BE DEMOLISHED

SHEET

IDENTIFICATION

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N B

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S B

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D A

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T A

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IN

G

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SHEET OF

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H or se D r iv e, L ad so n, S ou th C ar ol in a, .8

.3

C E

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F A

-1 0-

D

SCALE: 1/4" = 1'-0"B1 STRUCTURAL DEMOLITION FOUNDATION PLAN

NORTH

02 4 8134

SCALE: 1/4"=1'-0"

GRAPHIC SCALE

DEMOLITION KEYNOTES

NO. DESCRIPTION

DS1 REMOVE EXISTING 12" CMU FOUNDATION WALL, FULL HEIGHT. SHORE

EXISTING FLOOR STRUCTURE BEFORE BEGINNING REMOVAL

DS2 SAWCUT AND REMOVE EXISTING CONC. SLAB ON GRADE FOR NEW FOOTINGS.

SEE S-101 FOR DIMENSIONS AND LOCATIONS.

DS3 REMOVE EXISTING CONCRETE FOOTINGS AND COLUMNS

M A

R K

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S C

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IP

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C

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7A

A8

C2

9.3 10.5 11.7

'-6

/8

4" +/- 9'-4" +/- 6'-4" +/-

EXISTING CONCRETE JOIST

AND BEAM SYSTEM

ELEVATION TOP 100'-0"

DS8

DS7

DS6

DS6DS4

DS5

42'-9" ±

4' -8

/2

5'-6" ±

4' -8

/2

5'-6" ±

6'-0" ±

'-7

/4

DS9

GENERAL NOTES:

1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

ELEVATIONS, DIMENSIONS, AND EXISTING CONDITIONS PRIOR

TO CONSTRUCTION OR DEMOLITION. NOTIFY CONTRACTING

OFFICER PROMPTLY IF DISCREPANCIES EXIST.

2. COORDINATE WITH ARCHITECTURAL AND WITH OTHER

ENGINEERING DISCIPLINE DRAWINGS FOR ADDITIONAL

DEMOLITION REQUIREMENTS.

LEGEND:

AREA TO BE DEMOLISHED

SHEET

IDENTIFICATION

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-0

SD102

M P

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M

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S T

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F R

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IN

G

P

LA

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R E

P A

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IF

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S U

P P

O R

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B U

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IN

G

S T

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C T

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S D

2-

C O

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T R

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T

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N D

O C

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T S

F A

-1 0-

D

SCALE: 1/4" = 1'-0"A1 STRUCTURAL DEMOLITION FIRST FLOOR FRAMING PLAN

NORTH

02 4 8134

SCALE: 1/4"=1'-0"

GRAPHIC SCALE

DEMOLITION KEYNOTES

NO. DESCRIPTION

DS4 REMOVE EXISTING SUSPENDED 6" CONCRETE SLAB

DS5 REMOVE EXISTING CMU AND CONCRETE WALL FOR NEW DOOR OPENING

DS6 REMOVE LOOSE AND SPALLED CONCRETE FROM DOCK & STAIR

STRUCTURE

DS7 REMOVE EXISTING WOOD FRAMED WALLS AND ROOF AT EXISTING STAIRS

DS8 REMOVE EXISTING CONCRETE DOCK STRUCTURE, STAIRS, COLUMNS AND

FOOTINGS

DS9 REMOVE EXISTING JIB CRANE COMPLETE

M A

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9.3 10.5 11.7

A1 S-301

2'-1" 3'-4 3/4" 3'-11 1/4" 6'-7"

5' -3

4'

-1 0"

112'-0" ±

EXISTING CONCRETE SLAB ON GRADE

ELEVATION TOP 87'-11", VERIFY

1 1

A1 S-302

A4 S-301

2 2 2 2

A3 S-302

EQUAL

14'-9" 14'-9" 14'-9"

EQUAL

S3

S2 S2

S2S2

B5 S-302

D1 S-302

A1 S-302

TYP.

S10 S10 S10 S105' -0

S1 S1 S1

4" 1'

-0

8" 8"

1' -4

1' -0

4"

S-502 D4

S-502 D4

SIM

S14

S15

NEW CONCRETE

FOOTING FOR STAIRS.

SEE B5/S-302

NEW CONCRETE

FOOTING FOR STAIRS.

SEE B5/S-302

LEGEND

NEW CONCRETE WALL

NEW CONCRETE FOOTING

GENERAL NOTES:

1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

ELEVATIONS, DIMENSIONS, AND EXISTING

CONDITIONS PRIOR TO CONSTRCTION OR

DEMOLITION. NOTIFY GOVERNMENT PROMPTLY IF

DISCREPANCIES EXIST.

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

4T

H A

IR

LI

F T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

LO

T

S C

A

LE

P

LO

T D

A T

E

SHEET OF

Ir on

H or se D r iv e, L ad so n, S ou th C ar ol in a, .8

.3

C E

M S

P ro je ct

N o:

K

P ro je ct

M an ag er

: C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

A s in di ca te d

6/

/2

2:

:4

P

M

JU

N

E

6, 6N -A

E

E C

W

B D

M

C

JH

3K M

S P

A R

S B

LD

G

S

T R

U C

T .R

V T

Q

JK

L

-0

S-101

M P

LS

-S

T . P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A

R Y

H

IG

H W

A Y

M

IN

N E

A P

O

LI

S , M

N

-2

C

JH

S T

R U

C T

U R

A L

N E

W W

O R

K F

O U

N D

A T

IO

N

P

LA

N

R E

P A

IR

L

IF

E

S U

P P

O R

T

B U

IL

D

IN

G

S T

R U

C T

U R

A L

S -1

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

F A

-1 0-

D

SCALE: 1/4" = 1'-0"A1 STRUCTURAL NEW WORK FOUNDATION PLAN

FOOTING SCHEDULE

TYPE FOOTING STEEL

TOP OF

FOOTING REMARKS

2 2'-6" x 2'-6" x 15" 4-#4 EACH WAY, BOTTOM 90'-0"

X

NORTH

02 4 8134

SCALE: 1/4"=1'-0"

GRAPHIC SCALE

NEW WORK KEYNOTES

NO. DESCRIPTION

S1 NEW REINFORCED CONCRETE WALL. SEE SECTIONS.

S2 NEW HSS4X4X1/4 STEEL COLUMN. SEE D1/S-501 FOR BASE PLATE

AND D3/S-501 ANCHOR RODS

S3 NEW STEEL PAN STAIRS, SEE ARCHITECTURAL.

S10 NEW 16x16 CONCRETE COLUMNS. SEE SECTIONS.

S14 GROUT HOLE IN WALL SOLID WHERE EXISTING CONDUIT WAS

REMOVED.

S15 NEW JIB CRANE, CONC. FOUNDATION & CONC. FOOTING PER

MANUFACTURERS SPECIFICATIONS.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

CJCJCJCJ

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

LEGEND

CONTROL JOINT, SEE DETAIL

D2/S-502

GENERAL NOTES:

1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

ELEVATIONS, DIMENSIONS, AND EXISTING

CONDITIONS PRIOR TO CONSTRCTION OR

DEMOLITION. NOTIFY GOVERNMENT PROMPTLY IF

DISCREPANCIES EXIST.

7 8 9 10 11 12 13 14

A

B

C

D

7A

A8

C2

9.3 10.5 11.7

A1 S-301

6" 5'

-5

4'

-1 0"

5' -3

1'-9"

3'-4 3/4" 3'-11 1/4"

3"

12'-0" 6" 6'-0" 1'-6" 8'-0"

A1 S-302

EXISTING CONCRETE JOIST

AND BEAM SYSTEM

ELEVATION TOP 100'-0"

S-201 A4

S-201 C1

S-201 A1

A4 S-301

H S

S 8X

4X 1/

H S

S 8X

4X 1/

4 HSS8X4X1/4

HSS8X4X1/4 H

S

S 8X

4X 1/

H S

S 8X

4X 1/

4 HSS8X4X1/4

C5 S-301

45'-7"EQUAL

8" 14'-9" 14'-9" 14'-9" 8"

EQUAL

A3 S-302

S7

S4

S4

S6

S5

S2

S2

S3

S3 S2 S2

S5

S6

C4 S-301

NEW 16"x12" CONCRETE

BEAM AROUND PERIMETER

OF CONCRETE DOCK

NEW CONCRETE STAIRS EACH

END OF CONCRETE DOCK

B5 S-302

S10 S10 S10 S10

B5 S-302

Sim A1

S-302

C4 S-201

S6

4" 4'

-8

/2

/2

6'-0" ±

'-7

/4

S12

S12

S12S13

5' -8

4"

6' -0

HSS8X4X1/4

C5 S-502

S6

S15

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

4T

H A

IR

LI

F T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

LO

T

S C

A

LE

P

LO

T D

A T

E

SHEET OF

Ir on

H or se D r iv e, L ad so n, S ou th C ar ol in a, .8

.3

C E

M S

P ro je ct

N o:

K

P ro je ct

M an ag er

: C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

A s in di ca te d

6/

/2

2:

:4

P

M

JU

N

E

6, 6N -A

E

E C

W

B D

M

C

JH

3K M

S P

A R

S B

LD

G

S

T R

U C

T .R

V T

Q

JK

L

-0

S-102

M P

LS

-S

T . P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A

R Y

H

IG

H W

A Y

M

IN

N E

A P

O

LI

S , M

N

-2

C

JH

S T

R U

C T

U R

A L

N E

W W

O R

K F

IR

S

T F

LO

O

R F

R A

M

IN

G P

LA

N

R E

P A

IR

L

IF

E

S U

P P

O R

T

B U

IL

D

IN

G

S T

R U

C T

U R

A L

S -1

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

F A

-1 0-

D

NORTH

02 4 8134

SCALE: 1/4"=1'-0"

GRAPHIC SCALE

NEW WORK KEYNOTES

NO. DESCRIPTION

S13 NEW HSS8X4X1/4 STEEL COLUMN. SEE A5/S-501 FOR BASE PLATE.

S15 NEW JIB CRANE, CONC. FOUNDATION & CONC. FOOTING PER MANUFACTURERS

SPECIFICATIONS.

NEW WORK KEYNOTES

NO. DESCRIPTION

S2 NEW HSS4X4X1/4 STEEL COLUMN. SEE D1/S-501 FOR BASE PLATE AND D3/S-501

ANCHOR RODS

S3 NEW STEEL PAN STAIRS, SEE ARCHITECTURAL.

S4 REPAIR EXISTING DAMAGED CONCRETE STRUCTURE.

S5 NEW 4" CONCRETE SLAB ON 1.5C, 24 GAGE FORM DECK W/ 6X6-W2.9XW2.9 WWF.

S6 NEW 4" CONCRETE SLAB ON GRADE W/ 6X6-W2.1XW2.1 WWF.

S7 NEW CONCRETE DOCK STRUCTURE.SEE SECTIONS.

S10 NEW 16x16 CONCRETE COLUMNS. SEE SECTIONS.

S12 NEW METAL STUD WALL. SEE SECTIONS.

SCALE: 1/4" = 1'-0"A1 STRUCTURAL NEW WORK FIRST FLOOR FRAMING PLAN

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

B

C

D

7A

A8

C2

9.3 10.5 11.7

A1 S-301

RIDGE

E X

IS

T

S T

E E

L Z

-P U

R

LI

N S

E X

IS

T

IN

G

M E

T A

L B

U

IL

D

IN

G F

R A

M E

S-201 A4

S-201 C1

S-201 A1

N E

W

S

0-

S

P A

C

IN

G M

A X

C5 S-301

E X

IS

T

IN

G

M E

T A

L B

U

IL

D

IN

G F

R A

M E

E X

IS

T

IN

G

M E

T A

L B

U

IL

D

IN

G F

R A

M E

E X

IS

T

IN

G

M E

T A

L B

U

IL

D

IN

G F

R A

M E

E X

IS

T

IN

G

M E

T A

L B

U

IL

D

IN

G F

R A

M E

S9

C4 S-301

S8 S8

S8

EXISTING EAVE STRUT

EXISTING EAVE STRUT

C4 S-201

S11

NEW HSS8X8X1/4

EL. 6'-2"

S8

S13 SEE A4/S-502

AT DOOR

OPENINGS15

LEGEND

HSS8x8x1/4

EL. 6'-2"

INDICATES TOP OF HSS8x8x1/4

ELEVATION IS 6'-2" AFF

GENERAL NOTES:

1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

ELEVATIONS, DIMENSIONS, AND EXISTING

CONDITIONS PRIOR TO CONSTRCTION OR

DEMOLITION. NOTIFY GOVERNMENT PROMPTLY IF

DISCREPANCIES EXIST.

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

4T

H A

IR

LI

F T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

LO

T

S C

A

LE

P

LO

T D

A T

E

SHEET OF

Ir on

H or se D r iv e, L ad so n, S ou th C ar ol in a, .8

.3

C E

M S

P ro je ct

N o:

K

P ro je ct

M an ag er

: C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

A s in di ca te d

6/

/2

2:

:4

P

M

JU

N

E

6, 6N -A

E

E C

W

B D

M

C

JH

3K M

S P

A R

S B

LD

G

S

T R

U C

T .R

V T

Q

JK

L

-0

S-103

M P

LS

-S

T . P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A

R Y

H

IG

H W

A Y

M

IN

N E

A P

O

LI

S , M

N

-2

C

JH

S T

R U

C T

U R

A L

N E

W W

O R

K R

O O

F F

R A

M

IN

G P

L A N

R E

P A

IR

L

IF

E

S U

P P

O R

T

B U

IL

D

IN

G

S T

R U

C T

U R

A L

S -1

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

F A

-1 0-

D

SCALE: 1/4" = 1'-0"B1 STRUCTURAL NEW WORK ROOF FRAMING PLAN

NORTH

02 4 8134

SCALE: 1/4"=1'-0"

GRAPHIC SCALE

NEW WORK KEYNOTES

NO. DESCRIPTION

S8 NEW WINDOW FRAMING, SEE ELEVATION.

S9 NEW DOOR FRAMING, SEE ELEVATION.

S11 METAL ROOF DECK SEE GENERAL NOTES SHEET S-001 &

D1/S-502.

S13 NEW HSS8X4X1/4 STEEL COLUMN. SEE A5/S-501 FOR

BASE PLATE.

S15 NEW JIB CRANE, CONC. FOUNDATION & CONC. FOOTING

PER MANUFACTURERS SPECIFICATIONS.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

F.F

EL. 100' - 0"

T.O. STRUCTURE

EL. 113' - 7"

8 9 9.3

C 8X

.5 C8X11.5

C 8X

.5

C 8X

.5

C 8X

.5C8X11.5

C8X11.5 C8X11.5

EXISTING METAL

BUILDING GIRT, VERIFY

ELEVATION

EXISTING METAL

BUILDING GIRT, VERIFY

ELEVATION

EXISTING METAL

BUILDING EAVE STRUT,

FIELD VERIFY

EXISTING METAL

BUILDING FRAME

S-103

S-501 C5

S-501 C1

SIM

S-501 C3

SIM

2'-2" ±6'-0"3'-0"6'-0"2'-10"

1' -1

7/

8" 8'

-5

/8

C5 S-502

F.F

EL. 100' - 0"

78 7A

EXISTING STEEL GIRT

C8X11.5

C 8X

.5

C 8X

.5

BASE PLATE PER

D2/S-501, TYP. W/ (2)

1/2"Øx0'-4" SCREW

ANCHORS

EXISTING METAL

BUILDING FRAME

EXISTING METAL

BUILDING GIRT, VERIFY

ELEVATION

EXISTING METAL

BUILDING GIRT, VERIFY

ELEVATION

3' -0

3'

-6

C8X11.5

6'-0"

S-103

S-501 C1

SIM

S-501 C3

SIM

5'-0"

F.F

EL. 100' - 0"

T.O. STRUCTURE

EL. 113' - 7"

10 9.310.5

EXISTING METAL

BUILDING FRAME

EXISTING METAL

BUILDING FRAME

CONCRETE SLAB

ON GRADE, SEE

PLAN

EXISTING CONCRETE

FLOOR STRUCTURE

C 8X

.5

C8X11.5

C 8X

.5

EXISTING METAL

BUILDING GIRT, VERIFY

ELEVATION

EXISTING METAL

BUILDING GIRT, VERIFY

ELEVATION

EMBEDED BASE PLATE

PER D2/S-501, TYPICAL

7' -2

3'-4"

S-103

S-501 C1

S-501 C3

S-501 B1

3'-4"

F.F

EL. 100' - 0"

T.O. STRUCTURE

EL. 113' - 7"

CD

EXIST.

STEEL GIRT

EXIST. STEEL GIRT

EXIST. ENDWALL

COLUMN, FIELD

VERIFY SIZE AND

LOCATION

EXIST. METAL

BUILDING FRAME

S-103

B5 S-501

B6 S-501

NEW HSS8X8X1/4

HSS8X4X1/4

CONN. SIM TO

B2/S-501

BASE PLATE PER

A5/S-501, TYP. W/ (2)

3/4"Øx0'-6" SCREW

ANCHORS

C4 S-502

2' -0

8'

-6 " 10

'-6

6'-0" 1'-4"

C8X11.5

C 8X

.5

C 8X

.5

C8X11.5

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

4T

H A

IR

LI

F T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

LO

T

S C

A

LE

P

LO

T D

A T

E

SHEET OF

Ir on

H or se D r iv e, L ad so n, S ou th C ar ol in a, .8

.3

C E

M S

P ro je ct

N o:

K

P ro je ct

M an ag er

: C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/2

'-0

6/

/2

2:

:4

P

M

JU

N

E

6, 6N -A

E

E C

W

B D

M

C

JH

3K M

S P

A R

S B

LD

G

S

T R

U C

T .R

V T

Q

JK

L

-0

S-201

M P

LS

-S

T . P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A

R Y

H

IG

H W

A Y

M

IN

N E

A P

O

LI

S , M

N

-2

C

JH

S T

R U

C T

U R

A L

E

LE

V A

T

IO

N S

R E

P A

IR

L

IF

E

S U

P P

O R

T

B U

IL

D

IN

G

S T

R U

C T

U R

A L

S -2

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

F A

-1 0-

D

1 2 42

SCALE: 1/2"=1'-0"

GRAPHIC SCALE

SCALE: 1/2" = 1'-0"

S-102

A1 ELEVATION

SCALE: 1/2" = 1'-0"

S-102

A4 ELEVATION

SCALE: 1/2" = 1'-0"

S-102

C1 ELEVATION

SCALE: 1/2" = 1'-0"

S-102

C4 ELEVATION

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

T.O. STRUCTURE

EL. 113' - 7"

BASEMENT

EL. 87' - 11"

A B

2' -1

0" 9'

-3

EXISTING METAL

BUILDING FRAME

NEW STEEL HEADER

ABOVE DOOR, SEE

ELEVATION

STEEL CHANNEL EA. SIDE

OF NEW DOOR. SEE

ELEVATION. SEE D2/S-501

FOR BASE PLATE

CONCRETE SLAB ON

GRADE, SEE PLAN

CONC. SLAB ON

METAL FORM DECK,

SEE PLAN

COLUMN FOOTINGS,

SEE PLAN AND

SCHEDULE

CONC. SLAB ON

METAL FORM DECK,

SEE PLAN EXIST. CONCRETE

FLOOR STRUCTURE

EXISTING METAL BUILDING

GIRT, FIELD VERIFY SIZE

AND LOCATION

STEEL BEAM, SEE PLAN

STEEL BEAM,

SEE PLAN

STEEL PAN

STAIRS, SEE

ARCH.

EXIST. CONC.

SLAB ON GRADE

STEEL COLUMNS, SEE

PLAN. SEE D1/S-501

FOR BASE PLATE

S-102 S-103

S-501 C2

S-501 C4

S-501 B2

S-501 A1

D1 S-302

F.F

EL. 100' - 0"

BASEMENT

EL. 87' - 11"

A B

EXISTING METAL

BUILDING FRAME

CONC. SLAB ON

METAL FORM DECK,

SEE PLAN

STEEL COLUMNS,

SEE PLAN. SEE

D1/S-501 FOR

BASE PLATE

COLUMN FOOTINGS,

SEE PLAN AND

SCHEDULE

CONC. SLAB ON

METAL FORM DECK,

SEE PLAN

EXISTING CONCRETE

FLOOR STRUCTURE

EXISTING METAL BUILDING

GIRT, FIELD VERIFY SIZE

AND LOCATION

STEEL BEAM, SEE PLAN

STEEL BEAM,

SEE PLAN

STEEL PAN

STAIRS, SEE

ARCH.

EXIST. CONC. SLAB ON

GRADE

EXIST. CMU

FOUNDATION WALL

S-102

S-501 A3

S-501 A2

S-501 A4

EXISTING CMU

FOUNDATION

WALL

600T125-43 METAL

TRACK. ANCHOR TO

EXIST. BOND BEAM

W/ 0.177"x1 7/16

POWDER ACTUATED

FASTENERS @16"

O.C. STAGGERED

COLD FORMED METAL

JOISTS, SEE PLAN.

MATCH WALL FRAMING

LOCATION. PROVIDE

RAFTER BRIDGING PER

A5/S-502

600S162-43 METAL

WALL STUDS @ 16"

O.C.

METAL ROOF DECK, SEE

GENERAL NOTES

S-103

EXISTING BOND BEAM @

TOP OF CMU FOUNDATION

WALL. FIELD VERIFY

F.F

EL. 100' - 0"

6' -2

COLD FORMED METAL

JOISTS, SEE PLAN.

MATCH WALL FRAMING

LOCATIONS

NEW STEEL GIRT/BEAM,

SEE ELEVATION

EXIST. STEEL GIRT

EXISTING

STEEL GIRT

EXISTING CMU

FOUNATION WALLEXIST. CMU

FOUNATION WALL

EXISTING CONC.

FLOOR STRUCTURE

600S162-43 METAL

WALL STUDS @

16" O.C. PROVIDE

WALL X-BRACING

PER B1/S-502 &

WALL BRIDGING

PER B2/S-502

S-501 B3

S-501 B4

600T125-43 METAL

TRACK. ANCHOR TO

EXIST. BOND BEAM

W/ 0.177"x1 7/16

POWDER ACTUATED

FASTENERS @16"

O.C. STAGGERED

METAL ROOF DECK,

SEE GENERAL NOTES

S-103

EXIST. BOND BEAM

@ TOP OF CMU

FOUNDATION WALL.

FIELD VERIFY

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

4T

H A

IR

LI

F T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

LO

T

S C

A

LE

P

LO

T D

A T

E

SHEET OF

Ir on

H or se D r iv e, L ad so n, S ou th C ar ol in a, .8

.3

C E

M S

P ro je ct

N o:

K

P ro je ct

M an ag er

: C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/2

'-0

6/

/2

2:

:5

P

M

JU

N

E

6, 6N -A

E

E C

W

B D

M

C

JH

3K M

S P

A R

S B

LD

G

S

T R

U C

T .R

V T

Q

JK

L

-0

S-301

M P

LS

-S

T . P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A

R Y

H

IG

H W

A Y

M

IN

N E

A P

O

LI

S , M

N

-2

C

JH

S T

R U

C T

U R

A L

S E

C T

IO

N

S

R E

P A

IR

L

IF

E

S U

P P

O R

T

B U

IL

D

IN

G

S T

R U

C T

U R

A L

S -3

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

F A

-1 0-

D

SCALE: 1/2" = 1'-0"

S-101

A1 SECTION

1 2 42

SCALE: 1/2"=1'-0"

GRAPHIC SCALE

SCALE: 1/2" = 1'-0"

S-101

A4 SECTION

SCALE: 1/2" = 1'-0"

S-102

C4 SECTION

SCALE: 1/2" = 1'-0"

S-102

C5 SECTION

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

BASEMENT

EL. 87' - 11"

T.O. FOOTING

EL. 87' - 6"

2'-0"

#4 x 2'-8" DOWEL. DRILL &

EPOXY 6" INTO SLAB @

EACH VERTICAL LOCATION

EXISTING CONC. SLAB

ON GRADE TO REMAIN

EXISTING CONC. FOOTING TO

REMAIN

2-#4 x 2'-8" DOWELS.

DRILL & EPOXY 8" INTO

FOOTING @ EACH

VERTICAL LOCATION

12" CONC. WALL W/ #4

@ 12" O.C. EACH WAY

EXISTING CONCRETE

FLOOR SLAB TO REMAIN

2" CLR.

2" CLR.

1/2" EXPANSION MATERIAL

S-102

F.F

EL. 100' - 0"

BASEMENT

EL. 87' - 11"

D

T.O. FOOTING

EL. 87' - 6"

6" CONC. SLAB W/ #4

@ 12" O.C. EACH WAY

BOTT.

3-#6 LONG. TOP

& BOTTOM

#3 CLOSED STIRRUPS.

SEE REBAR PLACING

DETAIL ON S-501

16"x16" CONC. COLUMN

W/ 8-#6 & #4 TIES @

12" O.C. VERTICALLY

CONCRETE COLUMN

FOOTING. SEE PLAN

AND SCHEDULE

3" C

LR

EXISTING SLAB ON

GRADE TO REMAIN

EXISTING CONC. FOOTING TO

REMAIN. PROTECT & REPAIR

2-#4 x 2'-8" DOWELS.

DRILL & EPOXY 8" INTO

FOOTING @ EACH

VERTICAL LOCATION

16" CONC. WALL W/ #4

@ 12" O.C. EACH WAY

#4 x 2'-8" DOWEL. DRILL

& EPOXY 6" INTO SLAB

@ EACH VERTICAL

LOCATION

EXISTING CONCRETE

FLOOR SLAB TO REMAIN

1/2" EXPANSION

MATERIAL

1'-4"

1/ 2"

#4 x 2'-6" @ 12" O.C.

DRILL & EPOXY 4" INTO

EXISTING SLAB @ MID

DEPTH OF NEW SLAB

#4 x 2'-8" @

12" O.C. TOP

S-102

2" CLR.

2" CLR. 2" CLR.2" CLR.

EL. 99' - 11"

SLOPE DOWN F.F

EL. 100' - 0"

NEW 5" MIN. CONC.

STAIRS W/ #4 @ 12"

O.C. EACH WAY

NEW 6" CONC. SLAB

W/ #4 @ 12" O.C.

EACH WAY

3-#6 LONG. TOP

& BOTTOM

#3 TIES. SEE REBAR

DETAIL ON S-501

6 TREADS @ 11" = 5'-6"

R

IS

E

R S

/8

3' -4

/8

V A

R

IE

S

5".

V A

R

IE

S

6' -0

M

IN

1'-4"

NEW CONCRETE FOOTING

W/ #4 STIRRUPS @ 12" O.C.

AND CONT. 2-#4 TOP AND

BOTT. AND @ 12" O.C. EACH

FACE

#4 x 4'-6" DOWELS @ 24" O.C.

2' -6

2'-0"

2'-0"

BASEMENT

EL. 87' - 11"

NEW HSS4x4x1/4

COLUMN

BASE PLATE AND

ANCHOR RODS.

SEE D1/S-501

2'-6"

1' -0

4-#4 EACH WAY

1" GROUT BED

S-301

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

4T

H A

IR

LI

F T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

LO

T

S C

A

LE

P

LO

T D

A T

E

SHEET OF

Ir on

H or se D r iv e, L ad so n, S ou th C ar ol in a, .8

.3

C E

M S

P ro je ct

N o:

K

P ro je ct

M an ag er

: C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/4

'-0

6/

/2

2:

:5

P

M

JU

N

E

6, 6N -A

E

E C

W

B D

M

C

JH

3K M

S P

A R

S B

LD

G

S

T R

U C

T .R

V T

Q

JK

L

-0

S-302

M P

LS

-S

T . P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A

R Y

H

IG

H W

A Y

M

IN

N E

A P

O

LI

S , M

N

-2

C

JH

S T

R U

C T

U R

A L

S E

C T

IO

N

S

R E

P A

IR

L

IF

E

S U

P P

O R

T

B U

IL

D

IN

G

S T

R U

C T

U R

A L

S -3

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

F A

-1 0-

D

SCALE: 3/4" = 1'-0"

S-101

A1 SECTION

SCALE: 3/4" = 1'-0"

S-101

A3 SECTION

SCALE: 3/4" = 1'-0"

S-101

B5 SECTION

SCALE: 3/4"=1'-0"

12 2

GRAPHIC SCALE

SCALE: 3/4" = 1'-0"

S-101

D1 SECTION

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

G

O U

T 1"

HEAVY HEX

NUT &

WASHER

HEAVY HEX

NUT &

WASHER

BASE PLATE

LEVELING NUT

3/4" (ASTM

F1554)

ANCHOR ROD

T.O. CONC. FOOTING

1' -0

4"

P R

O J.

T

H D

STEEL COLUMN, SEE PLAN

HOLES FOR 3/4"Ø

ANCHOR RODS3/4" BASE PLATE

11"

2"

3 1/2" 3 1/2"

2"

2"3 1/

2"

1/ 2"

2" 1/4 8"

9"

1/ 2"

1/2"x4" HEADED STUD @

EMBEDED BASE PLATE.

HOLE FOR 1/2" Ø ANCHOR

RODS AT OTHERS

C8x11.5

1/2" BASE PLATE

1/

2"

4" 4"

3/16

3/16

C2 S-501

EXIST. METAL BUILDING

GIRT, VERIFY

NEW L3x3x1/4

NEW C8X11.5

NEW C8x11.5

EXISTING METAL

BUILDING GIRT

NEW L3x3x1/4

CLIP ANGLE

B2 S-501

NEW C8x11.5

NEW L3x3x1/4

C4 S-501

EXIST. METAL

BUILDING GIRT,

VERIFY

NEW C8x11.5

NEW L3x3x1/4

CLIP ANGLE

3 SIDES,

EA LEG

NEW C8x11.5

NEW L3x3x1/4 W/ (2) 3/4" Ø

BOLTS EA. LEG

NEW C8x11.5

NEW L3x3x1/4

EXIST. GIRT, VERIFY

3 SIDES,

EA. LEG

4" CONCRETE ON

1 1/2" METAL

DECK

EXISTING 12" CMU WALL

BEYOND

C8X11.5

4" CONCRETE

SLAB-ON-GRADE

EMBEDED BASE

PLATE PER D2/S-

FILL EXISTING CMU

FULL AT NEW DOOR

OPENING AND 12"

BEYOND EA. SIDE,

8" DEEP MIN.

HSS8X4X1/4.

SEE D5/S-502

FOR WELDING

600S200-54 ROOF

JOISTS ALIGNED WITH

WALL STUDS BELOW

600S162-43 METAL

STUDS @ 16" O.C.

ALIGNED WITH ROOF

JOISTS ABOVE

600T200-43 TRACK

1.5B22 METAL DECK600S200-54x0-6 SEAT W/

4-#12 SCREWS TO EA.

JOIST AND 2-#12

SCREWS TO TOP TRACK

16 GA. BENT PL

BLOCKING

BETWEEN JOISTS

6"

2"

4" CONCRETE ON

1 1/2" METAL

DECK

HSS8X4X1/4

L4X4X1/4

EXISTING CONCRETE BEAMEXISTING CONCRETE BEAM

EXISTING CONCRETE PAN

JOIST

2"

4 @ 4"

REMAINDER

@ 24"

REMAINDER

@ 24" 4 @ 4"

2"

(T Y

P

O .C

(T Y

P

O .C

6"

TOP BARS CONT.

OVER SUPPORT. LAP

36" @ MIDSPAN (TYP.)

HOOK 4 CORNER

COLUMN BARS (TYP.)

STANDARD 90º HOOK

AT DISCONTINUOUS

ENDS (TYP.)

LAP BOTTOM BARS

30" OVER SUPPORT

STIRRUPS (TYP.)

CONCRETE BEAM. SEE PLAN STIRRUPS (TYP.)

COLUMN

TIES (TYP.)

COLUMN

VERT. (TYP.)

CONCRETE COLUMNS. SEE PLAN

COLUMN TIES (TYP.)

COLUMN VERT. (TYP.)

NEW HSS8X8X1/4

600S200-54

ROOF JOISTS

16 GA. BENT PL

BETWEEN JOISTS W/

#12 SCREWS @ 8"

O.C. INTO HSS 8X8

L2x2x16 GA.x4"

CONN. ANGLE AT

EA. JOIST W/ 3-#

12 SCREWS

EACH LEG

NEW C8x11.5

NEW L3x3x1/4

EXISTING

EAVE STRUT

3 SIDES

BLOCKING SIM

TO A2/S-502

C6 S-501

NEW C8x11.5

NEW L3x3x1/4

EXISTING

EAVE STRUT

A

4" CONCRETE ON

1 1/2" METAL

DECK

FILL EXISTING CMU

FULL BELOW

BEARING PLATE AND

8" BEYOND EA. SIDE,

8" DEEP MIN.

EMBEDDED

PL1/2"x8"x1'-0" W/ (2) 1/2"x0'-4" HAS

3/16

3/16 HSS8X4X1/4.

SEE D5/S-502

FOR WELDING

NEW HSS8X8X1/4

8"

L3x3x1/4 CONT.

WELDED TO EXIST.

BUILDING FRAME

COLUMN & TOP OF

NEW HSS8x8x1/4

3/16

3/16

TYP.

HSS8X4X1/4. SEE

D5/S-502 FOR

WELDING

NEW HSS8X8X1/4

W8x10

600S200-54 JOISTS

1.5B22 METAL

DECK

600S200-54

JOISTS

600S162-43 STUDS @

16" O.C.

BLOCKING PER A2/S-502

2-#12 SCREWS TO

TOP PLATE

#12 SCREWS

AT 16" O.C.

HSS8X4X1/4

HOLE FOR

3/4"Ø x 6"

SCREW

ANCHOR

3/4" BASE PLATE

10"

8"

1 1/2" 3 1/2" 3 1/2"

1 1/2"

4" 4"

1/4

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

4T

H A

IR

LI

F T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

LO

T

S C

A

LE

P

LO

T D

A T

E

SHEET OF

Ir on

H or se D r iv e, L ad so n, S ou th C ar ol in a, .8

.3

C E

M S

P ro je ct

N o:

K

P ro je ct

M an ag er

: C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

A s in di ca te d

6/

/2

2:

:5

P

M

JU

N

E

6, 6N -A

E

E C

W

B D

M

C

JH

3K M

S P

A R

S B

LD

G

S

T R

U C

T .R

V T

Q

JK

L

-0

S-501

M P

LS

-S

T . P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A

R Y

H

IG

H W

A Y

M

IN

N E

A P

O

LI

S , M

N

-2

C

JH

S T

R U

C T

U R

A L

D E

T A

IL

S

R E

P A

IR

L

IF

E

S U

P P

O R

T

B U

IL

D

IN

G

S T

R U

C T

U R

A L

S -5

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

F A

-1 0-

D

SCALE: NOT TO SCALED3 ANCHOR ROD DETAIL

SCALE: NOT TO SCALED1 BASE PLATE DETAIL

SCALE: NOT TO SCALED2 BASE PLATE DETAIL

SCALE: 3/4"=1'-0"

12 2

GRAPHIC SCALE

SCALE: 1 1/2" = 1'-0"

S-201

C1 DETAIL

SCALE: 1 1/2" = 1'-0"

S-201

B1 DETAIL

SCALE: 1 1/2" = 1'-0"

S-201

C3 DETAIL

SCALE: 1 1/2" = 1'-0"

S-301

B2 DETAIL

SCALE: 1 1/2" = 1'-0"

S-301

C4 DETAIL

SCALE: 1 1/2" = 1'-0"

S-301

C2 DETAIL

SCALE: 3/4" = 1'-0"

S-301

A1 DETAIL

SCALE: 1 1/2" = 1'-0"

S-301

B3 DETAIL

SCALE: 3/4" = 1'-0"

S-301

A3 DETAIL

SCALE: 1 1/2"=1'-0"

SCALE: 3/4" = 1'-0"D4 REBAR PLACING DETAIL

SCALE: 1 1/2" = 1'-0"

S-301

B4 DETAIL

SCALE: 1 1/2" = 1'-0"

S-501

C6 DETAIL

SCALE: 1 1/2" = 1'-0"

S-201

C5 DETAIL

SCALE: 3/4" = 1'-0"

S-301

A2 DETAIL

SCALE: 1 1/2" = 1'-0"

S-201

B5 DETAIL

SCALE: 1 1/2" = 1'-0"

S-201

B6 DETAIL

SCALE: 1 1/2" = 1'-0"

S-301

A4 DETAIL

3/16

3/16

SCALE: 1 1/2" = 1'-0"A5 BASE PLATE DETAIL

S-501 S-501

S-501

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

WELD OR

SCREW STRAP

TO EACH STUD

BOTTOM TRACK

WELD OR

SCREWS AS REQ'D.

2 MEMBERS

REQ'D. AT ENDS

4" x 54 MILS

LATERAL STABILITY

STRAP (EACH SIDE)

5/8"Ø ADHESIVE

ANCHOR

EMBEDED 6"

MIN., ONE EACH

SIDE

SIMPSON STRONG

TIE S/HDU6 ONE

EACH SIDE

SOLID BLOCKING AT MID-

SPAN AND AT 2'-8" O.C IN

FIRST TWO BAYS, EA.

ENDWALL.

FLAT STRAP, NOTCHED CHANNEL,

X-BRIDGING OR PROPRIETARY

BRIDGING: ATTACH TO EACH

RAFTER BOTTOM FLANGE AT

MIDSPAN

ANCHOR BRIDGING TO

SOLID BLOCKING

L2x2x18 GA.x0-5 EA. END W/

2-#10 SCREWS EA. LEG

RAFTERS,

SEE PLAN

INFILL STUD

600T125-43

TOP AND BOTT.

SECTION OF STUD

KING STUDS, 2

EACH JAMB

SECTION OF TRACK

HEADER BEAM

2-600S200-54

UNPUNCHED JACK STUD

DOOR JAMB

NOTE:

CONNECT. HEADERS

AND SILLS TO JAMB

STUDS WITH

L2X2X43MILX4 HORIZ.

CLIP ANGLES, TOP AND

BOTT. WITH 3-#12

SCREWS EACH LEG.

600T125-43

COVER

DIAGONAL STRAPS PER A1/S-502

WALL BRIDGING

S-502 A1

WELD OR SCREW AS

REQ'D. @ EA. STUD

FLAT STRAPS, NOTCHED

CHANNEL, X-BRIDGING

OR PROPRIETARY

BRIDGING (EACH SIDE)

LAP SPLICE STRAPS

MINIMUM 4" (102mm)

WELD OR SCREWS AS

REQ'D. (EACH SIDE)

NOTE:

PROVIDE BRIDGING AT MID

HEIGHT OF WALLS

SOLID BLOCKING:

LOCATE BLOCKING AT EACH END OF

WALL, ADJACENT TO OPENINGS, AND AS

REQ'D.

FOR TRACK: WHERE BLOCKING MATERIAL

THICKNESS ALLOWS, NOTCH AND BEND

FLANGES 90° OR ANCHOR TO VERTICALS

W/ CLIP ANGLES.

1.5B22 STEEL

DECK

SIDELAP CONNECTION

W/ (1) #10 TEK SCREW

BETWEEN SUPPORTS

36/4 PATTERN W/ #12 TEK

SCREWS IN SUPPORT

FASTENERS

SUPPORT MEMBER

SUPPORT

MEMBER

1. ROOF DECK SHALL BE

VULCRAFT 1.5B22 DECKING OR

EQUAL. ROOF DECK SHALL BE

CONTINUOUS OVER 3 OR MORE

SPANS. ATTACH DECK TO

SUPPORTs AS SHOWN UTILIZING

36/4 PATTERN W/ #12 TEK SCREWS

IN SUPPORT FASTENERS & #10 TEK

SCREWS FOR SIDELAP.

2. DESIGN LOADS AS SPECIFIED ON

THE STRUCTURAL GENERAL NOTES

SHEET.

3. FIELD VERIFY ALL DIMENSIONS

PRIOR TO FABRICATION.

4. ROOF DECK SHALL HAVE A G90

GALVANIZED FINISH.

NOTES:

BUILDING SLAB

1/8" t t/4

SAWCUT FILL

WITH SEALANT EXISTING CMU WALL.

FILL LAST TWO

CELLS WITH GROUT

NEW CONCRETE WALL

DRILL & EPOXY #4

DOWELS 8" INTO

GROUT FILLED

WALL @ 12" O.C.

3/16

3/16

EXISTING METAL

BUILDING FRAME

EXISTING PURLIN

C8x11.5

L6x4x1/4 LLV

3/16

3/16

F.F

EL. 100' - 0"

DRILL & EPOXY 2-#6x3-8

DOWELS 8 " INTO EXISTING

CONCRETE SLAB @ EA.

BEAM

SEE SECTIONS FOR

BEAM AND WALL REBAR

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

4T

H A

IR

LI

F T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

LO

T

S C

A

LE

P

LO

T D

A T

E

SHEET OF

Ir on

H or se D r iv e, L ad so n, S ou th C ar ol in a, .8

.3

C E

M S

P ro je ct

N o:

K

P ro je ct

M an ag er

: C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

A s in di ca te d

6/

/2

2:

:5

P

M

JU

N

E

6, 6N -A

E

E C

W

B D

M

C

JH

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-0

S-502

M P

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-S

T . P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

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IT

A

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N E

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S , M

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-2

C

JH

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D E

T A

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IN

G

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-1 0-

D

SCALE: NOT TO SCALE

S-502

A1 BRACING ANCHOREAGE AT BASE

SCALE: NOT TO SCALEA2 RAFTER BRIDGING

SCALE: NOT TO SCALEA4 WALL OPENING DETAIL

SCALE: NOT TO SCALEB1 WALL X-BRACING

SCALE: NOT TO SCALEB2 WALL BRIDGING

SCALE: NOT TO SCALED1 ROOF DECK FASTENING PATTERN

SCALE: NOT TO SCALED2 CONTROL JOINT DETAIL

SCALE: 3/4" = 1'-0"

S-101

D4 DETAIL

SCALE: 3/4" = 1'-0"D5 TYP. HSS WELDING DETAIL

SCALE: 3/4"=1'-0"

12 2

GRAPHIC SCALE

SCALE: 3/4" = 1'-0"

S-201

C4 DETAIL

SCALE: 3/4" = 1'-0"

S-102

C5 DETAIL

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

HINGE APPROACH PULL SIDEFRONT APPROACH PULL SIDE

FRONT APPROACH PUSH SIDE LATCH APPROACH PUSH SIDE

GENERAL NOTES:

1. OFFSET ALL DOORS 8" FROM

ADJACENT WALLS (TYP.),

UNLESS OTHERWISE NOTED.

MIN. CLEAR

5'-0"

8" TYP.

R 2'-6"

MIN.

3'-0"

MIN.

2'-0"

M

IN

5' -0

M

IN

3' -6

M

IN

5' -0

M

IN

4' -0

MIN.

1'-6"

1'-0" MIN.*

LATCH APPROACH PULL SIDE

HINGE APPROACH PUSH SIDE

MIN.

2'-0"

M

IN

4' -0

3'

-6

M

IN

* IF BOTH CLOSER AND LATCH ARE PROVIDED * 48" MIN IF CLOSER IS PROVIDED * 54" MIN IF CLOSER IS PROVIDED

** IF BOTH CLOSER AND LATCH ARE PROVIDED

*** 48" MIN IF BOTH CLOSER AND LATCH PROVIDED

MIN.

1'-10" 1'-0" MIN.**

CLEAR FLOOR SPACE

DOOR LOCATION

3'-0"

A1 View Name

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

DRAWING VIEW TITLE

DRAWING VIEW SCALE

DRAWING VIEW NUMBER

DRAWING TITLE INDICATOR

REVISION NUMBER

LIMIT OF REVISION AREA

REVISION CLOUD AND

NUMBER INDICATOR

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

LIMIT OF ENLARGED AREA

ENLARGED DETAIL/

AREA INDICATOR

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

BUILDING SECTION INDICATOR

LINE OF CUTTING PLANE

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

LINE OF CUTTING PLANE

WALL SECTION INDICATOR

SHEET DETAIL IS LOCATED ON

LIMIT OF CUTTING PLANE

DETAIL NUMBER

DIRECTION OF ELEVATION

EXTERIOR ELEVATION INDICATOR

SHEET DETAIL IS LOCATED ON

DETAIL NUMBER

DIRECTION OF ELEVATION

INTERIOR ELEVATION INDICATOR

SHEET DETAIL IS LOCATED ON

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

DETAIL CALLOUT INDICATOR

(MULTIPLE CALLOUTS)

A1

A-101

A2

A-102

A3

A-103

DRAWING SCALE INDICATOR

164 8268

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

NORTH ARROW

A101

A1 Ref

A101

A1

Ref

NORTH

A101

A1

Ref

A101

A1

Ref

A1

A-101

LIMIT OF CUTTING PLANE

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

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IS

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IN

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LO

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SHEET OF

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H or se D r iv e, L ad so n, S ou th C ar ol in a, .8

.3

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P ro je ct

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: C H

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IS

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6/

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P

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6, 6N -A

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C O

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F A

-1 0-

D

ARCHITECTURAL ABBREVIATIONS

W

W.C. WATER CLOSET

W.R.G.B. WATER-RESISTANT GYP.

BOARD

W.S. WEATHERSTRIPPING

W.B. WHITE BOARD

W. WIDTH

WDW. WINDOW

W.R.O. WINDOW ROUGH OPENING

W.M.P. WIRE MESH PARTITION

W/ WITH

W/O WITHOUT

WD. WOOD

Y

YD. YARD

ARCHITECTURAL ABBREVIATIONS

O

OSHA OCCUPATIONAL SAFETY AND

HEALTH ACT

O.C. ON CENTER

O.W. OPEN WEB

OPNG. OPENING

OPP. OPPOSITE

O.H. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER

INSTALLED

P

PT PAINT

PR. PAIR

PNL PANEL

PART. PARTITION

PLAS. PLASTER

PLAN. PLASTIC LAMINATE

PL PLATE

PLYWD PLYWOOD

LBS. POUNDS

PSF POUNDS/SQUARE FOOT