Attachment_2_VOLUME_1_Series_00-01__General__Civil.pdf

OLD

BALDY

MOUNTAIN

TO 385

MOUNT RUSHMORE

SCULPTURES

VISITOR AREA

LEGEND

AMPHITHEATER

WATER RESERVOIR

CONCESSION

BUILDING

ENERGY

CENTER

DORMITORY

INTERPRETIVE

CENTER

MAINTENANCE BUILDING

SCULPTOR'S STUDIO

& RESIDENCE

WASTE WATER

TREATMENT PLANT

WATER PUMPING

& STORAGE AREA

SWITCHBACK

(INACTIVE)

HOUSING

AREA

TO 36

16A

KEYSTONE

TO 16

TO

HAYWARD

THIS PROJECT

MOUNT RUSHMORE NATIONAL MEMORIAL

SCALE OF FEET

400' 0' 800'

100 0 100 200

400'

SCALE OF METERS

WASTEWATER TREATMENT PLANT EXPANSION

MAP LEGEND

PARK BOUNDARY

PAVED ROAD

UNPAVED ROAD

TRAIL

VISITOR CENTER

PARK HEADQUARTERS

PARKING

RESTROOMS

HQ.

V.C.

297 16

16A

16A 36

89 101

DEERFIELD

RESERVOIR

HILL

CITY

JEWEL

CAVE

N.M. CUSTER

PRINGLE

ARGYLE

CUSTER

STATE

PARK

WIND CAVE

NATIONAL

PARK

HERMOSA

HAYWARD

KEYSTONE

SHERIDAN

LAKE MOUNT RUSHMORE

NATIONAL MEMORIAL

PACTOLA

RESERVOIR

NEMO

BLACK

HAWK RAPID

CITY

SOUTHWESTERN

SOUTH DAKOTA

05 10

MILES

KILOMETERS

5 10

OR

OR

Development (Title I)

Prepared in Accordance with Design by Design Development (Title I)

Construction Drawing Not Preceded

Approved by Superintendent on

Variance from Design Development (Title I)

Project Manager

Drawing No.

Date

Date

QUALITY DESIGN CERTIFICATION

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

DEPARTMENT OF THE INTERIOR

UNITED STATES

NATIONAL PARK SERVICE

DENVER SERVICE CENTER STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF PROJECT

C R e v it L o c a l\

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MOUNT RUSHMORE NATIONAL MONUMENT

272051

PLANT EXPANSION 323

1 235REGION PENNINGTON SOUTH DAKOTA

186787

FINAL CONSTRUCTION

DOCUMENTS

WASTEWATER TREATMENT

A/E FIRM

PRIME/ARCH: OTHER ENGINEERS:

A/E CONTRACT #

HDR INC.

OMAHA, NE

KENNETH HAHN ARCHITECTS

OMAHA, NE

VOLUME 1

Mark Sheet REVISION Date Initial

R

E

G

I S

T E

R

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D

P

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I O

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14417

STEPHEN R. SMITH

R

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G . N

O

6/13/2023

06/13/23

Stephen R. Smith, PA Christopher Lee Robinson, PE

Svein Magnussen, PE Shaun Nienhueser, PE

Kyle L. Ganskop, PE Kaitlyn E. Roholff, PE

SHEET NUMBERING SYSTEM

DISCIPLINE DESIGNATION

G - GENERAL

X - DEMOLITION

C - CIVIL

S - STRUCTURAL

A - ARCHITECTURAL

D - PROCESS

M - MECHANICAL (HVAC)

P - PLUMBING

E - ELECTRICAL

Y - PROCESS, INSTRUMENTATION AND CONTROLS (P&ID)

04-A101

AREA DESIGNATION (SEE LIST BELOW)

DISCIPLINE DESIGNATION (SEE LIST BELOW)

SHEET TYPE DESIGNATION (SEE LIST BELOW)

SHEET NUMBER

AREA DESIGNATION

00 - GENERAL

01 - SITE

02 - NORTH BUILDING

03 - SOUTH BUILDING

04 - WEST AERATION BASIN (1A/2A)

05 - EAST AERATION BASIN (1B/2B)

06 - WEST CLARIFIER (#1)

07 - EAST CLARIFIER (#2)

08 - WINTER BIOSOLIDS BUILDING

09 - PROCESS & INSTRUMENTATION DIAGRAMS

SHEET TYPE DESIGNATION

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - LARGE SCALE VIEWS

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

7 - NETWORK

8 - PROFILES

9 - ISOMETRICS

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

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G001

MOUNT RUSHMORE NATIONAL MONUMENT

272051

SCHEDULE OF ALL SHEETS /

ALL VOLUMES

KHA

CLZ / TWM / HHD

06/13/23

RDW

18678700-

FINAL CONSTRUCTION DOCUMENTS

SCHEDULE OF DRAWINGS

SHEET SUB-SHEET SHEET NAME

1 00-G000 COVER SHEET

2 00-G001 SCHEDULE OF ALL SHEETS / ALL VOLUMES

3 00-G002 SYMBOLS, ABBREVIATIONS, GENERAL NOTES

4 00-G003 ACCESSIBILITY REQUIREMENTS

5 00-S001 STRUCTURAL GENERAL NOTES

6 00-S501 GENERAL STRUCTURAL DETAILS

7 00-S502 GENERAL STRUCTURAL DETAILS

8 00-S503 GENERAL STRUCTURAL MASONRY DETAILS

9 00-S504 GENERAL STRUCTURAL DETAILS

10 00-S505 GENERAL STRUCTURAL DETAILS

11 00-D001 PROCESS LEGEND

12 00-D002 PROCESS FLOW DIAGRAMS

13 00-D003 PROCESS FLOW DIAGRAMS

14 00-D004 PROCESS FLOW DIAGRAMS

15 00-D005 PROCESS FLOW DIAGRAMS

16 00-D006 HYDRAULIC PROFILE

17 00-D501 GENERAL PROCESS DETAILS

18 00-M001 MECHANICAL LEGEND

19 00-M501 MECHANICAL DETAILS

20 00-M601 MECHANICAL SCHEDULES

21 00-P501 PLUMBING DETAILS

22 00-P601 PLUMBING SCHEDULES

23 00-E001 ELECTRICAL LEGEND

24 00-E002 ELECTRICAL LEGEND 2

25 00-E501 ELECTRICAL DETAILS

26 00-E502 ELECTRICAL DETAILS

27 00-E601 CONTROL BLOCK DIAGRAM 1

28 00-E602 CONTROL BLOCK DIAGRAM 2

29 00-E605 LUMINAIRE SCHEDULE

30 00-E606 LIGHTING CONTROL STRATEGY

31 00-E607 HAZARDOUS CLASSIFICATION AND ELECTRICAL EQUIPMENT INSTALLATION

SCHEDULE OF DRAWINGS

SHEET SUB-SHEET SHEET NAME

101 02-D501 NORTH BUILDING PROCESS DETAILS

102 02-D901 NORTH BUILDING PROCESS ISOMETRIC VIEW

103 02-D902 NORTH BUILDING PROCESS ISOMETRIC VIEW

104 02-D903 NORTH BUILDING MICRO-C ISOMETRIC

105 02-M101 NORTH BUILDING LOWER LEVEL MECHANICAL PLAN

106 02-M102 NORTH BUILDING UPPER LEVEL MECHANICAL PLAN

107 02-P101 NORTH BUILDING LOWER LEVEL PLUMBING PLAN

108 02-P102 NORTH BUILDING UPPER LEVEL PLUMBING PLAN

109 02-P103 NORTH BUILDING PLUMBING RISER DIAGRAMS

110 02-E101 NORTH BUILDING LOWER LEVEL POWER PLAN

111 02-E102 NORTH BUILDING UPPER LEVEL POWER PLAN

112 02-E103 NORTH BUILDING LOWER LEVEL LIGHTING PLAN

113 02-E104 NORTH BUILDING UPPER LEVEL LIGHTING PLAN

114 02-E105 NORTH BUILDING LIGHTNING PROTECTION / GROUNDING PLAN

115 02-E601 NORTH BUILDING MCC1 ONE-LINE

116 02-E602 NORTH BUILDING 02-SWBD-1 ONE-LINE AND ELEVATION

117 02-E603 NORTH BUILDING 02-MCC-1 AND ELEVATION

118 02-E604 NORTH BUILDING 02-MCC-2 ONE-LINE AND ELEVATION

119 02-E605 NORTH BUILDING MOTOR CONTROL DIAGRAM 1

120 02-E606 NORTH BUILDING MOTOR CONTROL DIAGRAM 2

121 02-E607 NORTH BUILDING SCHEDULES

122 03-VOL3 COVER SHEET VOLUME 3

123 03-G001 SOUTH BUILDING CODE ANALYSIS

124 03-X101 SOUTH BUILDING ARCHITECTURAL DEMOLITION PLANS

125 03-X102 SOUTH BUILDING LOWER LEVEL PROCESS DEMOLITION PLAN

126 03-X103 SOUTH BUILDING UPPER LEVEL PROCESS DEMOLITION PLAN

127 03-X104 SOUTH BUILDING MECHANICAL DEMOLITION PLANS

128 03-X105 SOUTH BUILDING LOWER LEVEL ELECTRICAL DEMOLITION PLAN

129 03-X106 SOUTH BUILDING UPPER LEVEL ELECTRICAL DEMOLITION PLAN

130 03-X601 SOUTH BUILDING ELECTRICAL MCC-2 ONE-LINE - DEMO

131 03-X602 SOUTH BUILDING MISC ONE-LINE - DEMO

132 03-X603 SOUTH BUILDING MISC ONE-LINE - DEMO

133 03-S101 SOUTH BUILDING FOUNDATION PLAN

134 03-S102 SOUTH BUILDING UPPER LEVEL FLOOR PLAN

135 03-S103 SOUTH BUILDING ROOF FRAMING PLAN AND TRUSS LOADING DIAGRAMS

136 03-S301 SOUTH BUILDING SECTIONS

137 03-S302 SOUTH BUILDING SECTIONS

138 03-S303 SOUTH BUILDING SECTIONS

139 03-A101 SOUTH BUILDING LOWER LEVEL FLOOR PLAN

140 03-A102 SOUTH BUILDING UPPER LEVEL AND LOADING DOCK FLOOR PLAN

141 03-A103 SOUTH BUILDING REFLECTED CEILING AND ROOF PLANS

142 03-A201 SOUTH BUILDING EXTERIOR ELEVATIONS

143 03-A301 SOUTH BUILDING SECTIONS AND DETAILS

144 03-A302 SOUTH BUILDING WALL SECTIONS

145 03-A303 SOUTH BUILDING WALL SECTIONS

146 03-A501 SOUTH BUILDING DETAILS

147 03-A601 SOUTH BUILDING DOOR AND WINDOW SCHEDULES

148 03-A602 SOUTH BUILDING ROOM FINISH SCHEDULE

149 03-D101 SOUTH BUILDING LOWER LEVEL PROCESS PLAN

150 03-D102 SOUTH BUILDING UPPER LEVEL PROCESS PLAN

151 03-D103 SOUTH BUILDING EQ BASINS PLAN

152 03-D301 SOUTH BUILDING PROCESS SECTION

153 03-D302 SOUTH BUILDING PROCESS SECTION

154 03-D303 SOUTH BUILDING PROCESS SECTION

155 03-D304 SOUTH BUILDING PROCESS SECTION

156 03-D501 SOUTH BUILDING TANK DETAILS

157 03-D502 SOUTH BUILDING PROCESS DETAILS

158 03-D901 SOUTH BUILDING FERRIC CHLORIDE ISOMETRIC

159 03-D902 SOUTH BUILDING SODIUM HYDROXIDE ISOMETRIC

160 03-D903 SOUTH BUILDING SODIUM HYDROXIDE ISOMETRIC

161 03-M101 SOUTH BUILDING LOWER LEVEL MECHANICAL PLAN

162 03-M102 SOUTH BUILDING UPPER LEVEL MECHANICAL PLAN

163 03-P101 SOUTH BUILDING LOWER LEVEL PLUMBING PLAN

164 03-P102 SOUTH BUILDING UPPER LEVEL PLUMBING PLAN

165 03-P103 SOUTH BUILDING PLUMBING RISER DIAGRAMS

166 03-E101 SOUTH BUILDING LOWER LEVEL POWER PLAN

167 03-E102 SOUTH BUILDING UPPER LEVEL POWER PLAN

168 03-E103 SOUTH BUILDING LOWER LEVEL LIGHTING PLAN

169 03-E104 SOUTH BUILDING UPPER LEVEL LIGHTING PLAN

170 03-E105 SOUTH BUILDING LIGHTNING PROTECTION / GROUNDING PLAN

SCHEDULE OF DRAWINGS

SHEET SUB-SHEET SHEET NAME

171 03-E301 SOUTH BUILDING LIGHTING SECTIONS

172 03-E601 SOUTH BUILDING 03-MCC-1 ONE-LINE

173 03-E602 SOUTH BUILDING 03-MCC-1 ELEVATION

174 03-E603 SOUTH BUILDING MOTOR CONTROL DIAGRAM 1

175 03-E604 SOUTH BUILDING MOTOR CONTROL DIAGRAM 2

176 03-E605 SOUTH BUILDING SCHEDULES

177 04-VOL4 COVER SHEET VOLUME 4

178 04-X101 WEST AERATION BASIN (1A/2A) PROCESS DEMOLITION PLANS

179 04-X102 WEST AERATION BASIN (1A/2A) ELECTRICAL DEMOLITION PLAN

180 04-S101 WEST AERATION BASIN (1A/2A) PLAN

181 04-D101 WEST AERATION BASIN (1A/2A) PROCESS PLAN

182 04-E101 WEST AERATION BASIN (1A/2A) POWER AND LIGHTING PLANS

183 05-S101 EAST AERATION BASIN (1B/2B) FOUNDATION PLAN

184 05-S102 EAST AERATION BASIN (1B/2B) UPPER LEVEL FLOOR PLAN

185 05-S301 EAST AERATION BASIN (1B/2B) SECTIONS

186 05-D101 EAST AERATION BASIN (1B/2B) PROCESS PLAN & SECTION

187 05-E101 EAST AERATION BASIN (1B/2B) POWER AND LIGHTING PLAN

188 06-X101 WEST CLARIFIER (#1) ELECTRICAL DEMOLITION PLAN

189 06-D101 WEST CLARIFIER (#1) DEMOLITION & PROCESS PLAN

190 06-E101 WEST CLARIFIER (#1) POWER AND LIGHTING PLAN

191 07-S101 EAST CLARIFIER (#2) FOUNDATION PLAN

192 07-S102 EAST CLARIFIER (#2) UPPER LEVEL FLOOR PLAN

193 07-S301 EAST CLARIFIER (#2) SECTIONS

194 07-D101 EAST CLARIFIER (#2) PROCESS PLAN & SECTIONS

195 07-E101 EAST CLARIFIER (#2) POWER AND LIGHTING PLAN

196 08-X101 WINTER BIOSOLIDS STORAGE DEMOLITION PLAN

197 08-X102 WINTER BIOSOLIDS STORAGE ELECTRICAL PLAN - DEMO

198 08-D101 WINTER BIOSOLIDS STORAGE PROCESS PLAN & SECTIONS

199 08-D501 WINTER BIOSOLIDS STORAGE BUILDING TANK DETAILS

200 08-M101 WINTER BIOSOLIDS STORAGE MECHANICAL PLANS

201 08-E101 WINTER BIOSOLIDS STORAGE POWER AND LIGHTING PLANS

202 08-E102 WINTER BIOSOLIDS LIGHTNING PROTECTION / GROUNDING PLAN

203 08-E601 WINTER BIOSOLIDS ONE-LINE & SCHEDULE

204 08-E602 WINTER BIOSOLIDS MOTOR CONTROL DIAGRAMS

205 09-G001 INSTRUMENTATION P&ID -INSTRUMENTATION LEGEND

206 09-G002 INSTRUMENTATION P&ID -INSTRUMENTATION LEGEND

207 09-Y501 INSTRUMENTATION INSTRUMENT INSTALLATION DETAILS

208 09-Y502 INSTREMENTATION INSTRUMENT INSTALLATION DETAILS

209 09-Y601 INSTRUMENTATION P&ID HEADWORKS

210 09-Y602 INSTRUMENTATION P&ID INFLUENT EQ BASIN & AERATED SLUDGE HOLDING TANK

211 09-Y603 INSTRUMENTATION P&ID - EQUALIZATION BASIN

212 09-Y604 INSTRUMENTATION P&ID - AERATION BASIN 1A / 2A

213 09-Y605 INSTRUMENTATION P&ID - AERATION BASIN 1B / 2B

214 09-Y606 INSTRUMENTATION P&ID - AERATION BLOWERS

215 09-Y607 INSTRUMENTATION P&ID - ARP PUMPS

216 09-Y608 INSTRUMENTATION P&ID - CLARIFIER 1

217 09-Y609 INSTRUMENTATION P&ID - CLARIFIER 2

218 09-Y610 INSTRUMENTATION P&ID - RWAS PUMPS

219 09-Y611 INSTRUMENTATION P&ID - SCUM PIT

220 09-Y612 INSTRUMENTATION P&ID - SAND FILTERS AND REAERATION COLUMN

221 09-Y613 INSTRUMENTATION P&ID - UV TREATMENT AND OUTFALL

222 09-Y614 INSTRUMENTATION P&ID - MICRO-C SYSTEM SHEET 1 OF 2

223 09-Y615 INSTRUMENTATION P&ID - MICRO-C SYSTEM SHEET 2 OF 2

224 09-Y616 INSTRUMENTATION P&ID - CENTRIFUGE FEED PUMPS

225 09-Y617 INSTRUMENTATION P&ID - DEWATERING CENTRIFUGES

226 09-Y618 INSTRUMENTATION P&ID - DEWATERING POLYMER SYSTEM

227 09-Y619 INSTRUMENTATION P&ID - TRUCK LOADOUT

228 09-Y620 INSTRUMENTATION P&ID - FERRIC CHLORIDE SYSTEM

229 09-Y621 INSTRUMENTATION P&ID - SODIUM HYDROXIDE SYSTEM

230 09-Y622 INSTRUMENTATION P&ID - NORTH BUILDING SUMP

231 09-Y623 INSTRUMENTATION P&ID - WINTER SOLIDS BUILDING

232 09-Y624 INSTRUMENTATION P&ID - NORTH BUILDING ALARM SIGNALING SYSTEM

233 09-Y625 INSTRUMENTATION P&ID - SOUTH BUILDING ALARM SIGNALING SYSTEM

234 09-Y626 INSTRUMENTATION P&ID - WINTER SOLIDS BUILDING ALARM SIGNALING SYSTEM

235 09-Y701 INSTRUMENTATION PROCESS CONTROL SYSTEM COMMUNICATIONS DIAGRAM

SCHEDULE OF DRAWINGS

SHEET SUB-SHEET SHEET NAME

32 01-X101 CIVIL SITE DEMOLITION PLAN

33 01-X102 ELECTRICAL SITE DEMOLITION PLAN

34 01-C101 TOPOGRAPHIC SURVEY

35 01-C102 SITE STAGING & ACCESS

36 01-C103 GENERAL SITE

37 01-C104 EROSION CONTROL PLAN

38 01-C105 STORM SEWER PLAN

39 01-C106 PROCESS PIPING PLAN

40 01-C107 PROCESS PIPING PLAN DETAIL VIEW

41 01-C108 PROCESS PIPING PLAN DETAIL VIEW

42 01-C109 UTILITY RELOCATIONS

43 01-C110 SITE GRADING

44 01-C111 LAYOUT POINTS

45 01-C112 POINT TABLES

46 01-C113 POINT TABLES

47 01-C114 FENCING PLAN

48 01-C501 CIVIL DETAILS

49 01-C502 CIVIL DETAILS

50 01-C503 CIVIL DETAILS

51 01-C504 CIVIL DETAILS

52 01-C505 CIVIL DETAILS

53 01-C506 CIVIL DETAILS

54 01-C507 CIVIL DETAILS

55 01-C508 CIVIL DETAILS

56 01-C801 EAST DRIVE PLAN & PROFILE

57 01-C802 CENTRAL DRIVE PLAN & PROFILE

58 01-C803 SANITARY SEWER PLAN & PROFILE

59 01-C804 6IN WATER MAIN PLAN & PROFILE

60 01-C805 4IN WATER MAIN PLAN AND PROFILE

61 01-C806 FORCE MAIN PLAN & PROFILE

62 01-C807 EAST DRIVE WALL PLAN & PROFILE

63 01-C808 AERATION BASIN WALL PLAN & PROFILE

64 01-C809 EQUILIZATION BASIN WALL PLAN & PROFILE

65 01-C810 PROPANE STORAGE AREA WALL PLAN & PROFILE

66 01-C811 SOUTH PARKING AREA WALL PLAN & PROFILE

67 01-E101 SITE PLAN

68 01-E601 DUCT BANK SCHEDULES AND SECTIONS

69 02-VOL2 COVER SHEET VOLUME 2

70 02-G001 NORTH BUILDING CODE ANALYSIS

71 02-X101 NORTH BUILDING ARCHITECTURAL DEMOLITION PLANS

72 02-X102 NORTH BUILDING LOWER LEVEL PROCESS DEMOLITION PLAN

73 02-X103 NORTH BUILDING MECHANICAL DEMOLITION PLANS

74 02-X104 NORTH BUILDING LOWER LEVEL PLUMBING DEMOLITION

75 02-X105 NORTH BUILDING UPPER LEVEL PLUMBING DEMOLITION PLAN

76 02-X106 NORTH BUILDING LOWER LEVEL ELECTRICAL DEMOLITION PLAN

77 02-X107 NORTH BUILDING UPPER LEVEL ELECTRICAL DEMOLITION PLAN

78 02-X301 NORTH BUILDING PROCESS DEMOLITION SECTIONS

79 02-X601 NORTH BUILDING ELECTRICAL MCC - 1 ONE-LINE - DEMO

80 02-X602 NORTH BUILDING MISC ONE-LINE - DEMO

81 02-S101 NORTH BUILDING FOUNDATION PLAN

82 02-S102 NORTH BUILDING UPPER LEVEL FLOOR PLAN

83 02-S103 NORTH BUILDING ROOF FRAMING PLAN AND TRUSS LOADING DIAGRAMS

84 02-S301 NORTH BUILDING SECTIONS

85 02-S501 NORTH BUILDING STRUCTURAL DETAILS

86 02-A101 NORTH BUILDING LOWER LEVEL FLOOR PLAN

87 02-A102 NORTH BUILDING UPPER LEVEL FLOOR PLAN

88 02-A103 NORTH BUILDING REFLECTED CEILING AND ROOF PLANS

89 02-A201 NORTH BUILDING EXTERIOR ELEVATIONS

90 02-A301 NORTH BUILDING SECTIONS AND DETAILS

91 02-A302 NORTH BUILDING WALL SECTIONS

92 02-A501 NORTH BUILDING DETAILS

93 02-A601 NORTH BUILDING DOOR AND WINDOW SCHEDULES

94 02-A602 NORTH BUILDING CASEWORK & INTERIOR ELEVATIONS & SECTIONS

95 02-A603 NORTH BUILDING ROOM FINISH SCHEDULE

96 02-D101 NORTH BUILDING LOWER LEVEL PROCESS PLAN

97 02-D102 NORTH BUILDING UPPER LEVEL PROCESS PLAN

98 02-D301 NORTH BUILDING PROCESS SECTIONS

99 02-D302 NORTH BUILDING PROCESS SECTIONS

100 02-D401 NORTH BUILDING ENLARGED PROCESS PLAN

V O

LU

M

E

V O

LU

M

E

V O

LU

M

E

V O

LU

M

E

V O

LU

M

E

V O

LU

M

V O

LU

M

SYMBOLS

∠ ANGLE

° DEGREE

⌀ DIAMETER

± PLUS / MINUS

A - L

A.F.F. ABOVE FINISH FLOOR

ALT ALTERNATE

ARCH ARCHITECTURAL OR ARCHITECT

ATC ACOUSTICAL TILE CEILING

B.O. BOTTOM OF

C.F.C.I. CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

C.F.O.I. CONTRACTOR FURNISHED, OWNER

INSTALLED

CJ CONTROL JOINT

CL CENTER LINE

CMU CONCRETE MASONRY UNITS

CONT CONTINUOUS

d PENNY (as in nail - 10d)

DBL DOUBLE

DEG DEGREE

DEPT DEPARTMENT

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

E EAST

(E) EXISTING

EA. EACH

EIFS EXTERIOR INSULATION & FINISH

SYSTEM

ELEV. ELEVATION

EQ. EQUAL

EXT. EXTERIOR

F.V. FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GWB GYPSUM WALLBOARD

GYP GYPSUM

HM HOLLOW METAL

INSUL. INSULATION

INT. INTERIOR

M - Z

MATL MATERIAL

MAX. MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MFG MANUFACTURING

MFR MANUFACTURER

N NORTH

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO. NUMBER

O.C. ON CENTER

O.F.C.I. OWNER FURNISHED, CONTRACTOR

INSTALLED

O.F.O.I. OWNER FURNISHED, OWNER

INSTALLED

OH OVERHEAD

OPP OPPOSITE

(PR) PAIR

P.T. PRESSURE TREATED

PVC POLYVINYL-CHLORIDE

R RADIUS

REQD REQUIRED

REV REVISION

S SOUTH

SCH SCHEDULE

SF SQUARE FOOTAGE

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

SUSP SUSPENDED

SYM SYMMETRICAL

TBD TO BE DETERMINED

T.O. TOP OF

TOS TOP OF STEEL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

ARCHITECTURAL ABBREVIATIONS

EARTH

CONCRETE

CRUSHED ROCK

GRAVEL

CONCRETE MASONRY UNITS (PLAN)

AS INDICATED

AS INDICATED

BRICK

WOOD (ROUGH)

WOOD (FINISH)

PLYWOOD

METAL

GYPSUM WALLBOARD AS INDICATED

PLASTER AS INDICATED

RIGID INSULATION

BATT/BLANKET/LOOSE FILL INSULATION

GLASS (ELEVATION)

GLASS (LARGE SCALE SECTION)

WOOD STUD PARTITION

METAL STUD PARTITION

CONCRETE MASONRY UNITS

(SECTION)

MATERIAL LEGEND

1A

A201

ROOM NAME / NUMBER

DOOR NUMBER

WINDOW TYPE

WALL TYPE

(OPT. WALL HEIGHT)

REVISION NUMBER

SECTION NUMBER

SHEET NUMBER OF DRAWING

WHERE SECTION IS SHOWN

A4.01

DIRECTION OF SIGHT

OF ELEVATION ON PLAN

SHEET NUMBER OF DRAWING

WHERE ELEVATION IS SHOWN

DIRECTION OF SIGHT

OF ELEVATION ON PLAN

SHEET NUMBER OF DRAWING

WHERE ELEVATION IS SHOWN

X

XX KEY NOTE

SECTION IDENTIFICATION

ELEVATION IDENTIFICATION

REFERENCE SYMBOLS

A501

ROOM NAME

888.B

F01

A1

Height

TRUE NORTH ARROW

1. IN THE EVENT OF DISCREPANCIES WITHIN THE DRAWINGS OR SPECIFICATIONS, THE GREATER QUALITY AND QUANTITY OF THE ITEMS IN QUESTION SHALL BE UTILIZED AT ALL LOCATIONS WHERE SUCH

DISCREPANCIES OCCUR. CONFER WITH ARCHITECT AS NEEDED.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND SHALL BE RESPONSIBLE FOR THE SAME.

COORDINATE ALL WORK AND SHOP DRAWINGS WITH OTHER TRADES.

3. ALL NEW CONSTRUCTION DIMENSIONS ARE TO EDGE OF STUD OR FACE OF CMU OR CONCRETE. ALL DIMENSIONS FROM EXISTING CONSTRUCTION WILL BE FROM FINISH FACE. DIMENSIONS TO COLUMNS

WILL BE TO CENTERLINE OR GRID.

4. ALL ANGLES ON PLANS ARE 45-OR 90 DEGREES, UNLESS NOTED OTHERWISE.

5. ALL DIMENSIONS LOCATING BUILDING AND SITE IMPROVEMENTS ARE TO FACE OF BUILDING OR EDGE

OF WALK, AND RUN PARALLEL OR PERPENDICULAR TO PROPERTY LINE.

6. ALL ELEVATIONS INDICATED ON THE DRAWINGS ARE BASED ON A LOWER LEVEL FINISH FLOOR DATUM

OF 100'-0". ACTUAL ELEVATION WILL BE SHOWN ON CIVIL PLANS.

7. WHERE ITEMS ARE LABELED "A.F.F." (ABOVE FINISHED FLOOR), CONTRACTOR SHALL SET THE ITEM AS

MEASURED FROM THE LOCAL FINISH FLOOR ELEVATION. COORDINATE ANY DISCREPANCIES

REGARDING THIS SITUATION TO ASSURE THAT ALL BUILDING COMPONENTS ARE PROPERLY SET TO FUNCTION AS INTENDED. CONTRACTOR SHALL ERECT ALL PARTITIONS IN A VERTICAL PLANE, NOT

NECESSARILY PERPENDICULAR TO THE FLOOR.

8. THE LOCATION OF ALL UNDERGROUND UTILITIES MAY NOT BE INDICATED ON THESE PLANS, AND SOME

LOCATIONS MAY BE INACCURATE. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF

UNDERGROUND UTILITIES UNTIL SUCH UTILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES, AND THEN ONLY WITH EXTREME CAUTION TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY OR PERSONAL INJURY. HAND-DIGGING MAY BE REQUIRED WHEN THE EXCAVATION AND UTILITIES ARE EXTREMELY CLOSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ALL REPAIR AND REPLACEMENT COST OF ANY UNDERGROUND UTILITY DAMAGE.

9. THE CONTRACTOR SHALL COORDINATE ALL TESTING AND INSPECTIONS AS SPECIFIED, OR AS

NECESSARY TO DEMONSTRATE A COMPLETE AND SATISFACTORY INSTALLATION.

10. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES. THE GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS.

11. ALL MATERIALS AND EQUIPMENT OF THE SAME TYPE SHALL BE SUPPLIED BY THE SAME

MANUFACTURER, AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS.

12. ALL ITEMS ARE NEW UNLESS SPECIFICALLY IDENTIFIED AS EXISTING.

13. "PROVIDE" MEANS TO FURNISH AND INSTALL.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. CONTRACTOR SHALL ANTICIPATE AREAS WHERE THE INSTALLATION OF MECHANICAL, ELECTRICAL, AND PROCESS WORK WILL BE RESTRICTED, CONGESTED, OR DIFFICULT TO INSTALL, AND SHALL COORDINATE INSTALLATION

BETWEEN THE TRADES.

15. CONTRACTOR SHALL COORDINATE LOCATIONS FOR ALL MECHANICAL, ELECTRICAL, AND PROCESS ITEMS WITH THE GENERAL CONSTRUCTION AND SHALL NOTIFY ARCHITECT OR ENGINEER OF ANY

DISCREPANCIES PRIOR TO INSTALLATION AND/OR FABRICATION.

16. THE CONTRACTOR SHALL COORDINATE ON-SITE STORAGE OF BUILDING MATERIALS, EQUIPMENT, AND

TRASH CONTAINERS WITH PARK.

17. IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY CONSTRUCTION BE A FINISHED

AND COMPLETE PROJECT. CONTRACTOR SHALL PATCH, REPAIR, AND ADJUST AS REQUIRED TO

ACHIEVE THIS FINISHED PROJECT.

18. INSTALL 16-GA. SHEET METAL PLATES WITHIN PARTITIONS AS REQUIRED FOR INSTALLATION OF WALL-

MOUNTED CABINETS, TOILET ACCESSORIES, WALL STOPS, AND MISCELLANEOUS ITEMS.

19. ALL CHANGES IN FLOOR MATERIALS OCCUR AT THE CENTERLINE OF THE DOORS IN THE CLOSED

POSITION, UNLESS SHOWN OTHERWISE.

20. WHERE STUDS EXTEND TO BOTTOM OF STRUCTURE ABOVE, PROVIDE SLIP TRACK TO ALLOW FOR 3/4"

MINIMUM DEFLECTION OF THE STRUCTURE OR AS SPECIFIED BY STRUCTURAL, WHICHEVER IS

GREATER.

21. SEE FIRE PROTECTION AND EGRESS PLANS FOR LOCATIONS OF RATED PARTITIONS AND FIRE

EXTINGUISHERS.

22. IN SOME INSTANCES, THERMAL AND SOUND INSULATION HAS BEEN OMITTED FROM DETAILS FOR CLARITY. SEE SPECIFICATIONS, WALL TYPES, AND WALL SECTIONS FOR LOCATIONS REQUIRING

INSULATION.

23. WALL AND PARTITION TYPES ARE INDICATED AT LARGE-SCALE PLAN DETAILS. IN SOME INSTANCES, NOT ALL FRAMING OR FURRING IS SHOWN FOR CLARITY. CONTRACTOR SHALL CONSTRUCT USING TYPICAL MEANS AND METHODS AND SHALL COMPLY WITH SPECIFICATION REQUIREMENTS. CONFER

WITH ARCHITECT AS NEEDED.

GENERAL NOTES

1. THESE LEGENDS ARE COMPOSED OF STANDARD

SYMBOLS AND ARE PERTINENT TO THE CONDITIONS

IN THIS SET OF DRAWINGS TO THE EXTENT

APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND

SHEET MAY APPEAR IN THIS SET OF DRAWINGS TO

INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS

SHOWN ON THIS SHEET.

LEGEND NOTES:

OPTION ITEM: SPECIFIC OPTION

NUMBER LISTED BY KEYNOTE AND

DETAILED IN SPECIFICATIONS

OPTIONS LEGEND

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

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SYMBOLS, ABBREVIATIONS,

GENERAL NOTES

RDW

CLZ / TWM / HHD

06/13/23

RDW

18678700-

FINAL CONSTRUCTION DOCUMENTS

36"INT.

15"-16"

36"INT.

18"

10"

15"-16"

/2

ADA / ABA TRANSFER STYLE SHOWER

36"

18"

1/

2" M

A X

BACK WALL CONTROL WALL PLAN VIEW

MEN

B A

S E

LI

N

E O

F T

O P

L

IN

E

"M

IN

M A

X . T

O

CLEAR FLOOR SPACE AT

TACTILE SIGNS AT DOORS

HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND

PICTOGRAM FIELD

DARK-ON-LIGHT

MIN.

18"

M

IN

℄ OF SIGN

MEN

8"MAX

6" M

IN

NOT IN

PICTOGRAM

FIELD

GENERAL SIGNAGE

**** 48" MIN IF

CLOSER IS

PROVIDED

***54" MIN IF CLOSER

IS PROVIDED

* IF BOTH

CLOSER AND

LATCH PROVIDED

** 48" MIN IF

BOTH CLOSER &

LATCH PROVIDED

"M

IN

18"MIN

12"MIN*

"M

IN

MIN

36"60 "M

IN

MIN

42"54 "M

IN

MIN

22"

MIN

24"

"M

IN

MIN

24"

"M

IN

FRONT APPROACH

PULL SIDE

FRONT APPROACH

PUSH SIDE

HINGE APPROACH

PULL SIDE

HINGE APPROACH

PULL SIDE

HINGE APPROACH

PUSH SIDE

LATCH APPROACH

PULL SIDE

LATCH APPROACH

PUSH SIDE

"M

IN

DOOR CLEARANCES

12" MAX. 42" MIN.

54" MIN.

M

IN

36" MIN. 6"MAX.

S

E A

T

M

A X

M A

X

B O

T T

O M

E D

G E

O F

R E

F

LE

C T

IV

E

S U

R F

A C

E

17" - 25"

MIRROR

BUMPER PADDING REQ'D TO

MEET ADA & ANSI STANDARDS

(TYP. AT ALL EXPOSED PIPING)

TOILET PAPER

DISPENSER

GRAB

BAR

GRAB BAR

URINAL

16"-18"

M

IN

GRAB

BARS,

EACH SIDE

17" - 19"

AMBULATORY TOILET STALL

REQUIREMENT

DIFFERENCES

59" MIN. (FLOOR MOUNTED W.C.)

56" MIN. (WALL HUNG W.C.)

M A

X

60" MIN. 36"WIDTH

24" MIN.

12" MIN.

T O

O P

E R

A B

LE

P

A R

T

M A

X

SOAP

TOWEL

DISPENSER

HAND

DRYER

ROBE

HOOK

M

IN

9"

MIN.

11"

MIN.

8"

M

IN

15" MIN.5"

M A

X

39" - 41"

6"

1- 1/

2" M

IN

ACCESSIBLE WATER FOUNTAIN

(ADD 6" FOR WALL W/O MIN. 9"

TOE CLEARANCE)

60" MIN. DEPTH STALL

WALL MOUNTED ACCESSORIES

M

A X

13 1/2" MIN.TO WALL

15" MIN.24" MIN.

42" MAX.

(ADD 6" FOR WALL W/O MIN. 9"

TOE CLEARANCE)

CLEARANCE

LINES

M

IN

9"

MIN.

11"

MIN.

8"

"M

IN

BABY CHANGING

STATION

ADA/ABA AND ICC/ANSI A117.1 MOUNTING HEIGHT AND CLEARANCE REQUIREMENTS

TO WALL

15"MIN.

6' -2

"M

IN

MIN

1 1/2"STRUCTURAL STRENGTH:

(1)(2)(3) BENDING STRESS (SHEAR STRESS, SHEAR

FORCE) IN A GRAB BAR OR SEAT INDUCED BY THE

MAX. BENDING MOMENT FROM THE APPLICATION OF

250 LBF SHALL BE LESS THAN THE ALLOWABLE

STRESS FOR THE MATERIAL OF THE GRAB BAR OR

SEAT.

4) TENSILE FORCE INDUCED IN A FASTENER BY A

DIRECT TENSION FORCE OF 250 LBF PLUS THE MAX.

MOMENT FROM THE APPLICATION OF 250 LBF SHALL

BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD

BETWEEN THE FASTENER AND THE SUPPORTING

STRUCTURE.

HANDRAILS

1 1/4" - 1 1/2"

M

IN

1/

2"

CIRCULAR TURNING SPACE T-SHAPED OPTION 1

67" 68"

16" 36" 16"

ICC A117.1 - 2017 TURNING SPACE

8"

8"

T-SHAPED OPTION 2 T-SHAPED OPTION 3

64"

" 38

11" 42" 11"

64"

" 40

12" 40" 12"

• THE CLEAR FLOOR SPACE SHALL BE 52 INCHES MINIMUM IN

LENGTH AND 30 INCHES MINIMUM IN WIDTH.

• THE CLEAR FLOOR SPACE SHALL BE POSITIONED FOR EITHER

A FORWARD OR PARALLEL APPROACH TO AN ELEMENT.

• ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE

SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN

ANOTHER CLEAR FLOOR SPACE.

• FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A

SLOPE NOT STEEPER THAN 1:48.

• IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR

OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES,

ADDITIONAL MANEUVERING CLEARANCES ARE REQUIRED.

30"

ICC A117.1 - 2017 CLEAR FLOOR SPACE

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

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ACCESSIBILITY

REQUIREMENTS

RDW

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DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFA

u to d e s k D o c s /1

M

O R

U W a s te w a te r R e h a b a n d E x p a n s io n

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.r v t

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MOUNT RUSHMORE NATIONAL MEMORIAL

272051

STRUCTURAL GENERAL

NOTES

GS

SKM

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TJH

18678700-

FINAL CONSTRUCTION DOCUMENTS

STRUCTURAL NOTES

APPLICABLE CODES AND STANDARDS:

1. INTERNATIONAL BUILDING CODE 2021.

2. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE7-16.

3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI-318-19.

4. CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE

STRUCTURES AND COMMENTARY ACI-350-20.

5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC STEEL CONSTRUCTION

MANUAL, 15TH ED.

6. AISI SPECIFICATION FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS.

7. AMERICAN WELDING SOCIETY (AWS) D1.1, D1.3, D1.4.

8. ASTM MATERIAL STANDARDS AS NOTED.

9. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES

TMS 402-16 AND 602-16.

10. NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION 2018 EDITION.

EXISTING CONDITIONS:

1. NOTIFY CONTRACTING OFFICER IMMEDIATELY IF EXISTING CONDITIONS DO NOT

MATCH, OR SEEM IN CONFLICT, WITH INFORMATION SHOWN ON THE DRAWINGS.

GENERAL NOTES:

1. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, NOT THE METHOD OF

CONSTRUCTION. SAFETY AND STRUCTURAL STABILITY DURING CONSTRUCTION ARE

THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL

PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING

CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, BRACING, SHORING, FOR

CONSTRUCTION LOADS AND EQUIPMENT, ETC.

2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE

ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR

LOCATION AND SIZE OF OPENINGS, BLOCK OUTS, FLOOR DEPRESSIONS, CURBS,

DIMENSIONS, ETC. NOT INDICATED ON THE STRUCTURAL DRAWINGS. THE LOCATION

AND SIZE OF MECHANICAL AND ELECTRICAL OPENINGS IN SLABS, WALLS AND DECKS

SHALL BE COORDINATED BY THE CONTRACTOR. PROVIDE ALL ADDITIONAL FRAMING

OR REINFORCING TO ACCOMMODATE OPENINGS AS REQUIRED BY THE APPLICABLE

STANDARD DETAILS, SECTIONS, AND NOTES AS SHOWN ON THE STRUCTURAL

DRAWINGS.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF

EXISTING CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION.

SUBMIT REQUIRED CHANGES FOR APPROVAL.

4. CONTRACTOR IS TO ESTABLISH AND VERIFY EMBEDS AND INSERTS FOR ITEMS TO

BE INSTALLED BY OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND

CONSTRUCTION.

5. CONSTRUCTION MATERIAL AND EQUIPMENT PLACED ON FRAMED CONSTRUCTION

SHALL BE SUCH THAT THE LOAD DOES NOT EXCEED THE DESIGN LIVE LOAD OF THE

CONSTRUCTIONS. PROVIDE SHORING OF CONSTRUCTIONS WHERE NECESSARY FOR

THE LOADS.

6. DETAILS AND SECTIONS THAT ARE NOTED AS “TYP” ON DETAIL TITLES ARE TO BE

APPLIED TO THE PROJECT CONSTRUCTION AS GENERAL CONSTRUCTION METHODS

UNLESS NOTED OTHERWISE. THESE DETAILS ARE NOT CUT AT ALL LOCATIONS THEY

OCCUR AND MAY BE NOT CUT AT ALL.

7. CONTRACTOR TO SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING

WEIGHTS, VIBRATIONAL FORCES, SUPPORTED LOCATIONS, ALONG WITH ANY FLOOR

OPENINGS, NOTCHES, AND RECESSED REQUIRED BY SUCH EQUIPMENT. CONCRETE

SUPPORT PADS AND / OR FRAMING REQUIRED TO SUPPORT SAID EQUIPMENT SHALL

NOT BE FABRICATED AND PLACED UNTIL THE CONCRETE SUPPORT PADS AND / OR

FRAMING IS APPROVED TO SUPPORT THE EQUIPMENT.

BUILDING OCCUPANCY CATEGORY – RISK FACTOR:

1. RISK FACTOR: III

SNOW LOAD:

1. SOUTH BUILDING AND NORTH BUILDING

A. SNOW LOADS IN ACCORDANCE WITH THE BUILDING CODE LISTED ABOVE.

a. EXPOSURE FACTOR, CE: 1.2

b. SNOW LOAD IMPORTANCE FACTOR, IS: 1.1

c. THERMAL FACTOR, CT: 1.0

d. GROUND SNOW LOAD, PG: 50 PSF

e. RAIN-ON-SNOW: 0 PSF

f. FLAT ROOF SNOW LOAD, PF: 47 PSF

g. ADDITIONAL DRIFT LOAD: SEE PLANS FOR MAGNITUDES AND LOCATIONS.

2. AERATION BASIN AND CLARIFIER

A. SNOW LOADS IN ACCORDANCE WITH THE BUILDING CODE LISTED ABOVE.

a. EXPOSURE FACTOR, CE: 1.2

b. SNOW LOAD IMPORTANCE FACTOR, IS: 1.1

c. THERMAL FACTOR, CT: 1.2

d. GROUND SNOW LOAD, PG: 50 PSF

e. RAIN-ON-SNOW: 0 PSF

f. FLAT ROOF SNOW LOAD, PF: 52 PSF

g. ADDITIONAL DRIFT LOAD: SEE PLANS FOR MAGNITUDES AND LOCATIONS.

LIVE LOAD:

1. ELEVATED WALKWAYS: 60 PSF

2. MECHANICAL: 125 PSF

3. ELECTRICAL: 125 PSF

4. MAINTENANCE GARAGE: 250 PSF

5. STORAGE: 125 PSF

6. ROOF: 20 PSF (NON REDUCIBLE)

WIND LOAD:

1. WIND LOADS IN ACCORDANCE WITH THE BUILDING CODE LISTED ABOVE.

2. BASIC WIND SPEED- (3 SECOND GUST)- ULTIMATE: 120 MPH

3. EXPOSURE CATEGORY: C

4. IMPORTANCE FACTOR, IW: 1.00

SEISMIC LOAD:

1. SEISMIC LOADS IN ACCORDANCE WITH THE BUILDING CODE LISTED ABOVE

2. RISK CATEGORY: III

3. IMPORTANCE FACTOR, IE: 1.25

4. SEISMIC DESIGN CATEGORY: A

5. SITE CLASS: C

6. SPECTRAL RESPONSE ACCELERATIONS, SS: 0.163G

7. SPECTRAL RESPONSE ACCELERATIONS, S1: 0.045G

8. SPECTRAL RESPONSE COEFFICIENTS, SDS: 0.174

9. SPECTRAL RESPONSE COEFFICIENTS, SD1: 0.072

10. SEISMIC RESPONSE COEFFICIENT, CS: 0.054

11. RESPONSE MODIFICATION FACTOR, R:

A. SOUTH BUILDING AND NORTH BUILDING 4

B. AERATION BASIN AND CLARIFIER 4

12. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

SOILS INVESTIGATION:

1. SOILS INVESTIGATION WAS MADE BY: AMERICAN ENGINEERING TESTING

2. PROJECT NO. P-0014492 DATED: AUGUST 17, 2022

3. BEARING PRESSURE: 2000 PSF ( DL + LL)

4. EQUIVALENT ACTIVE FLUID PRESSURE: 55 PCF

5. EQUIVALENT AT REST FLUID PRESSURE: 75 PCF

6. EQUIVALENT AT PASSIVE FLUID PRESSURE: 275 PCF

7. COEFFICIENT OF FRICTION: 0.45

CONCRETE NOTES:

1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 117, ACI 301, ACI 318, AND ACI 350.

2. PROVIDE A 2X4 FORMED CONSTRUCTION JOINT KEYWAY AT ALL HORIZONTAL AND VERTICAL

POURED EDGES.

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

4. CONCRETE COVER REQUIREMENTS FOR REINFORCEMENT UNLESS NOTED OTHERWISE ON

THE DETAILS OR SECTIONS:

CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH: 3”

CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 BARS AND LARGER 2”

#5 BARS AND SMALLER 1-1/2”

CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

SLABS 1”

WALLS 2”

COLUMNS 1-1/2"

5. REINFORCING BAR SPLICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI

318 AND THE REINFORCING SPLICE LENGTHS SCHEDULE ON THE DRAWINGS.

6. CAST-IN-PLACE CONCRETE EXPOSURE CATEGORY C1 F2 S2:

LOCATION 28-DAY F’C AIR MAX W/C MAX SLUMP

WATER BEARING CONCRETE 4500 6% +/-1% 0.42 4”

FOOTING AND FOUNDATION WALLS 4000 6% +/-1% 0.5 4”

SLABS AND TOPPINGS W/ FLOOR COVERING 4000 -- 0.4 4”

EXTERIOR CONCRETE 4500 6% +/-1% 0.45 4”

7. ALL REINFORCEMENT FOR CAST-IN-PLACE CONCRETE SHALL BE ACCURATELY PLACED,

SUPPORTED, TIED, AND SECURED INTO PLACE PRIOR TO PLACING CONCRETE. ALL REBAR

DOWELS SHALL BE TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. REBAR DOWELS

SHALL NOT BE EMBEDDED AFTER CONCRETE PLACEMENT UNLESS INDICATED ON THE

DRAWINGS.

8. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS

AND PENETRATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS AS REQUIRED TO

ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND

OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT.

REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS

OTHERWISE SHOWN.

9. PROVIDE ¾” CHAMFERS AT ALL EXPOSED EDGES. NOT ALL CHAMFERS MAY BE SHOWN.

10. ANCHOR BOLTS NOT SPECIFIED BY THE CONTRACT DRAWINGS SHALL BE DESIGNED AND

CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER, RETAINED BY THE CONTRACTOR

IN ACCORDANCE WITH THE APPLICABLE PROJECT AND CODE REQUIREMENTS. SUBMIT AS A

SHOP DRAWING FOR REVIEW AND APPROVAL BY THE CONTRACTING OFFICER. COORDINATE

LOCATION, SIZE, AND EMBEDMENT PRIOR TO CASTING CONCRETE.

11. ALL CAST-IN-PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL

DOCUMENTS SHALL COMPLY WITH CHAPTER 17 OF ACI 318 AND CHAPTER 19 OF THE IBC.

ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE AN ICC REPORT SHOWING

EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.

12. PRIOR TO INSTALLING POST INSTALLED ANCHORS INTO CONCRETE, THE CONTRACTOR

SHALL LOCATE REINFORCING. DO NOT DAMAGE CONCRETE REINFORCING.

13. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING

BARS SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE CONTRACTING

OFFICER.

MASONRY:

1. MASONRY WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS OF

TMS 402-16 AND SPECIFICATIONS 602-16.

2. THE COMPRESSIVE STRENGTH OF THE MASONRY UNITS SHALL BE 1900 PSI ON THE NET

AREA, PROVIDING A MINIMUM 28-DAY DESIGN COMPRESSIVE STRENGTH (F’M) OF 1500 PSI BY

THE UNIT STRENGTH METHOD.

3. THE MINIMUM 28-DAY COMPRESSIVE STRENGTH (F’C) OF MASONRY GROUT SHALL BE 2000

PSI.

4. SEE TYPICAL BOND BEAM INTERSECTION DETAIL FOR MASONRY BOND BEAM DETAILS AND

NOTES. LINTEL BLOCKS SHALL NOT BE USED AS BOND BEAM BLOCKS EXCEPT AT OPENINGS

WHERE BOND BEAMS AND LINTELS COINCIDE.

5. IF BOND BEAMS AT INTERSECTING WALLS ARE SHOWN ON THE DRAWINGS TO MEET AT

DIFFERENT ELEVATIONS, EXTEND BOND BEAM REINFORCING OF BOTH BOND BEAMS

AROUND INTERSECTING CORNER NOT LESS THAN 4 FEET IN EACH DIRECTION.

6. PROVIDE STANDARD 90-DEGREE HOOKS IN THE TOP BOND BEAM AT ALL VERTICAL WALL

REINFORCING.

7. SPLICE LENGTHS FOR MASONRY REINFORCEMENT SHALL BE 72 BAR DIAMETERS UNLESS

SHOWN OTHERWISE.

7.1 WHEN REQUIRED SPLICE LENGTH EXCEEDS 4'-0", USE HIGH LIFT GROUTING WITH NO

SPLICES OR USE MECHANICAL TENSION SPLICES WITH LOW LIFT GROUTING.

8. IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED, THE

BARS SHALL EXTEND AS FAR AS POSSIBLE AND END WITH STANDARD HOOK.

9. MASONRY CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, AND OTHER

CONTRACTORS AND BUILD IN OPENINGS FOR THE UTILITIES AND DUCTWORK THAT EXCEED

16 INCHES IN WIDTH. PROVIDE ADDITIONAL REINFORCEMENT AT OPENINGS AS INDICATED.

DO NOT CUT REINFORCEMENT. OPENINGS SHALL BE COORDINATED BEFORE

CONSTRUCTING WALLS.

10. AT NON-LOAD BEARING WALLS, PROVIDE 8” DEEP BOND BEAM FOR OPENINGS 4’-8” AND LESS

AND 16” DEEP BOND BEAM FOR OPENINGS GREATER THAN 4’-8” AND LESS THAN 6’-0”.

CONTACT CONTRACTING OFFICER FOR LARGER OPENINGS.

11. ALL STEEL LINTELS 16 INCHES AND DEEPER, WITH 3 5/8” SOLID MASONRY UNITS ON SIDES, PROVIDE ADJUSTABLE MASONRY ANCHORS AT 8 INCHES ON CENTER VERTICALLY AND 24

INCHES ON CENTER HORIZONTALLY.

STRUCTURAL STEEL:

1. STRUCTURAL STEEL DESIGN PROPERTIES:

WIDE FLANGE AND TEE SHAPES – ASTM A992 FY = 50 KSI

ANGLES, CHANNELS AND PLATES – ASTM A 36 FY = 36 KSI

COLD-FORMED HOLLOW STRUCTURAL SECTIONS, ASTM A 500, GRADE B FY = 46 KSI

COLD-FORMED HOLLOW STRUCTURAL PIPE, ASTM A500, GRADE B FY = 42 KSI

STAINLESS STEEL FY = 33 KSI

BOLTS – ASTM A325N

ANCHOR RODS – ASTM F1554 FY = 36 KSI

LIGHT GAGE STEEL STUDS/JOIST 12 TO 16 GAGE FY = 50 KSI

18 + GAGE FY = 33 KSI

2. ALL WELDS AND WELDING PROCEDURES SHALL BE PERFORMED IN ACCORDANCE WITH

APPLICABLE PROVISIONS OF AISC AND AWS WELDING PROCEDURES AND CODES OUTLINED

IN THE SPECIFICATION. ALL WELDS SHALL BE MADE WITH E-70XX ELECTRODES AND IN

ACCORDANCE WITH AWS FOR METAL ALLOY BEING WELDED UNLESS NOTED OTHERWISE.

3. WHEN FILLET WELDS SIZES ARE NOT INDICATED, PROVIDE MINIMUM WELD SIZE IN

ACCORDANCE WITH AISC SPECIFICATIONS, TABLE J2.4. OR 3/16”, WHICHEVER IS GREATER.

4. ALL GROOVE WELDS INDICATED ON THE PLANS AND SECTIONS SHALL BE COMPLETE JOINT

PENETRATION WELDS (CJP) UNLESS SPECIFICALLY INDICATED TO BE PARTIAL PENETRATION

WELDS.

5. DIMENSIONS TO CENTERLINE OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND

TUBES AND BACKS OF CHANNELS AND ANGLES UNLESS NOTED OTHERWISE.

6. ALL FIELD BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER A325N BOLTS,

UNLESS NOTED OTHERWISE. ALL FIELD BOLTED CONNECTIONS SHALL BE SNUG TIGHTENED

UNLESS INDICATED AS PRETENSIONED OR SLIP CRITICAL. PRETENSIONED CONNECTIONS

SHALL BE TIGHTENED USING DIRECT TENSION INDICATORS. INSTALL HIGH STRENGTH

BOLTS ACCORDING TO RCSC’S “SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A

325 OR A 490 BOLTS” FOR THE TYPE OF JOINT SPECIFIED.

POST INSTALLED ANCHORS

1. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONTRACT

DRAWINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CONTRACTING

OFFICER BEFORE INSTALLING POST INSTALLED ANCHORS FOR MISSING OR MISPLACED

CAST-IN-PLACE ANCHORS.

2. CARE SHALL BE TAKEN IN PLACING POST– INSTALLED ANCHORS TO AVOID CONFLICTS WITH

THE EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE

MANUFACTURER’S WRITTEN INSTRUCTIONS.

3. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL

BE SUBMITTED BY THE CONTRACTOR TO THE CONTRACTING OFFICER ALONG WITH

CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL

ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS

CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT DESIGN PERFORMANCE VALUES

(MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE

AND/ OR STANDARDS(S). AS REQUIRED BY THE BUILDING CODE. PRODUCT ICC-ES REPORTS

SHALL BE INCLUDED WITH THE SUBMITTAL PACKAGE.

4. UNLESS NOTED OTHERWISE ON PLANS, ACCEPTABLE CONCRETE ANCHORS PRODUCTS

SHALL BE:

A. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL

HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND

ICC-ES AC193. PRE-APPROVED MECHANICAL ANCHORS INCLUDE:

1. KWIK BOLT 3 (ICC-ES ESR-2302) AND KWIK BOLT TZ (ICC-ES ESR 1917) BY HILTI,

INC.

2. TRUBOLT+ (ICC-ES ESR-2427) BY ITW RAMSET/REDHEAD.

3. STRONG BOLT (ICC-ES ESR-1771) AND STRONG BOLT 2 (ICC-ES ESR-3037) BY

SIMPSON STRONG TIE ANCHOR SYSTEMS.

B. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE

BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 308. PRE-

APPROVED ADHESIVE ANCHORS INCLUDE:

1. HIT-RE-500 SD (ICC-ES ESR 2322) SYSTEM ADHESIVE ANCHORS BY HILTI, INC.

2. EPCON G5 (ICC-ES ESR-1137) ADHESIVE ANCHORING SYSTEM BY ITW

RAMSET/REDHEAD.

3. SET-XP (ICC-ES ESR-2508) ADHESIVE ANCHORING SYSTEMS BY SIMPSON STRONG

TIE ANCHOR SYSTEMS.

C. CONCRETE SCREW ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE

SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2

AND ICC-ES AC193. PRE-APPROVED SCREW ANCHORS INCLUDE:

1. KWIK HUS-EZ (ICC-ES ESR-3027) BY HILTI, INC.

2. TITAN HD (ICC-ES ESR-2713) BY SIMPSON STRONG TIE ANCHOR SYSTEMS.

WOOD ROOF TRUSSES:

1. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF CALCULATIONS AND SHOP

DRAWINGS OF THE ROOF SYSTEM TO THE CONTRACTING OFFICER AND ENGINEER FOR

REVIEW PRIOR TO FABRICATIONS. THE CALCULATIONS SHALL INCLUDE THE FOLLOWING:

TRUSS LAYOUT DRAWING, INDIVIDUAL TRUSS DESIGNS, TEMPORARY BRACING AND

PERMANENT BRACING. SHOP DRAWINGS SHALL INDICATE THE TRUSS LAYOUT, TEMPORARY,

AND PERMANENT BRACING LOCATIONS. THE CALCULATIONS SHALL INCLUDE THE BRACING

MEMBER SIZE, LOCATIONS AND THE POSITIONING OF THE CONNECTOR PLATES. ALL

CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE

CONTRACTORS LICENSED ENGINEER.

2. WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER TO RESIST THE LOADS PER

THE CODE AND AS SHOWN ON THE TRUSS LOADING DIAGRAMS WHERE SHOWN ON THE

DRAWINGS.

WOOD ROOF TRUSSES (CONT):

3. TRUSSES SHALL BE DESIGNED UNDER THE FOLLOWING FORMAT:

A. LATERAL FORCES APPLIED TO THE TRUSSES SUCH AS DRAG TRUSS LOADS,

COLLECTORS, ETC ARE INDICATED ON THE PLANS WHERE APPLICABLE.

B. ALL TRUSS-TO-TRUSS CONNECTIONS ARE THE RESPONSIBILITY OF THE

CONTRACTOR’S ENGINEER.

C. IT IS THE RESPONSIBILITY OF THE CONTRACTORS ENGINEER TO REVIEW ALL THE

DESIGN SPECIFICATIONS, ROOF TRUSS SUPPORT CONDITIONS, DRAG DETAILS AND TO

INCORPORATE THESE REQUIREMENTS INTO THE ENGINEERING DESIGN OF THE TRUSS

SYSTEM.

D. THE CONTRACTORS ENGINEER SHALL DEVELOP A TRUSS LAYOUT PLAN FOR THE

TRUSS SYSTEM THAT CLEARLY INDICATES THE TRUSS VERTICAL SUPPORT

CONDITIONS, TRUSS- TO-TRUSS CONNECTIONS, DRAG TRUSSES AND COLLECTORS,

AND ANY OTHER FIELD INSTALLED REINFORCEMENT. INCLUDING FIELD-INSTALLED TOP

CHORD REINFORCEMENT AT THE EAVES AS NECESSARY TO EXECUTE THE TRUSS

SYSTEM DESIGN. THE TRUSS ROOF FRAMING PLAN SHALL BE SEALED BY THE

CONTRACTORS ENGINEER AND SHALL BE INCLUDED WITH THE INDIVIDUAL TRUSS CUT

SHEETS. THE CONTRACTORS ENGINEER SHALL ALSO PROVIDE PROPER SUPERVISION

OF ANY TRUSS COMPANY TECHNICIANS.

E. DRAG LOADS (HORIZONTAL TRUSS TRANSFERS) CONNECTIONS BETWEEN THE TRUSS

AND THE STRUCTURE ARE INDICATED ON THE PLANS WHERE APPLICABLE.

F. ALL TRUSS-TO-STRUCTURE (WALLS OR BEAMS) CONNECTIONS ARE THE

RESPONSIBILITY OF THE ENGINEER OF RECORD.

G. TEMPORARY ERECTION BRACING AND PERMANENT WEB BRACING SHALL BE

DESIGNED BY THE CONTRACTOR’S ENGINEER.

4. THE CONTRACTORS ENGINEER SHALL DESIGN ALL APPLIED DEAD, LIVE, WIND, AND SEISMIC

LOADS PLUS THE LATERAL SUPPORT LOADS SHOWN BELOW. ADDITIONALLY, THE

CONTRACTORS ENGINEER WILL BE RESPONSIBLE FOR DESIGNING THE TEMPORARY AND

PERMANENT BRACING.

A. MINIMUM TRUSS GRAVITY FRAMING LOADS FOR THE TRUSS DESIGN SHALL BE PER

THE TRUSS LOADING DIAGRAMS. SELF-WEIGHT OF THE TRUSS OVER 3 PSF SHALL BE

ADDED TO THE DEAD LOAD.

5. COORDINATE ADDITIONAL LOADS WITH MECHANICAL AND ELECTRICAL.

A. PROVIDE DOUBLE TRUSSES UNDER ROOF TOP MECHANICAL UNITS, UNLESS NOTED

OTHERWISE.

WOOD FRAMING:

1. SEE SPECIFICATION FOR GRADE OF LUMBER TO BE USED FOR ALL WALL FRAMING,

BLOCKING, MISC FRAMING.

2. FOR CONNECTIONS NOT DETAILED, REFERENCE IBC TABLE 23.04.9.1 FOR TYPICAL WOOD

ADJACENT TO CONCRETE.

WOOD STRUCTURAL SHEATHING:

1. WALL SHEATHING SHALL BE 1 1/2" COMBINATION WALL SHEATHING, INSULATION, AIR AND

WATER-RESISTIVE BARRIER, STRUCTURAL 1, 7/16 PERFORMANCE CATEGORY WITH A

MINIMUM SPAN RATING OF 24/16, AND SHALL BE ATTACHED WITH 0.131" SHANK NAILS AS

FOLLOWS UNLESS SHOWN OTHERWISE:

4” OC @ ALL SUPPORTED PANEL EDGES

12” OC @ INTERMEDIATE SUPPORTS

PROVIDE FULL DEPTH BLOCKING AT ALL UNBLOCKED EDGES OF SHEATHING. PROVIDE

MINIMUM ONE HORIZONTAL ROW OF BLOCKING AT MID HEIGHT OF WALL STUDS.

2. ROOF SHEATHING SHALL BE APA STRUCTURAL I RATED PLYWOOD, EXTERIOR EXPOSURE

RATING, WITH A MINIMUM SPAN RATING OF 32/16, A MINIMUM THICKNESS OF 1/2” AND SHALL

BE ATTACHED WITH COMMON NAILS PER PLYWOOD CONNECTIONS SCHEDULE. PROVIDE

FULL DEPTH BLOCKING AT ALL UNBLOCKED EDGES OF SHEATHING.

SPECIAL STRUCTURAL INSPECTIONS:

1. SPECIAL INSPECTIONS AND TESTS SHALL BE BY AN INDEPENDENT TESTING AND

INSPECTION AGENCY EMPLOYED BY THE CONTRACTOR AND APPROVED BY THE

CONTRACTING OFFICER. TEST AND INSPECTION REPORTS SHALL BE SUBMITTED FOR

REVIEW TO THE CONTRACTING OFFICER.

2. SPECIAL INSPECTIONS AND TESTS SHALL BE PERFORMED DURING CONSTRUCTION IN

ACCORDANCE WITH CHAPTER 17 AND CHAPTER 1, SECTION 110 OF THE 2021

INTERNATIONAL BUILDING CODE, SCHEDULE OF SPECIAL INSPECTIONS, AND THE CONTRACT

SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY AND ACCOMMODATE THE APPLICABLE

INSPECTOR DURING APPROPRIATE PHASES OF THE WORK AS REQUIRED BY EACH TEST

AND INSPECTION.

3. SPECIAL INSPECTION, SEE SPECIFICATION SECTION 01 45 35, SPECIAL INSPECTIONS AND

THE SCHEDULE OF SPECIAL INSPECTIONS.

DEFERRED SUBMITTALS

SPECIFICATION

SECTION

ITEM

05 50 00 PRE-FABRICATED METAL STAIRS

06 10 00 PRE-FABRICATED WOOD TRUSSES

06/13/23

180 DEG STD HOOK90 DEG STD HOOK

CONCRETE JOINT

TL

3"

5"

4 1/2"

HW

4"

5"

3"

7"

8"

1'-1"

11 3/4"

8"

7"

1'-2 3/4"

1'-1 1/4" 11 1/2"

10 1/2"

6"6"

HL

8"

6"

10"

Ldh

BAR SIZE

#3

#5

#4 7"

9"

6"

1'-2"

1'-7"

1'-4"

1'-10"

2'-0"

#7

#9

#8

#10

#11

15"

17"

19"

14"

12"

#6 10"1'-0"

GRADE 60

f'c=4.0 OR 4.5 KSI

D

2 1/4"

3 3/4"

3"

5 1/4"

6"

12"

10 3/4"

9 1/2"

4 1/2"

COMPLYING WITH MINIMUM COVER REQUIREMENTS OF

ACI 318, 12.5.3. OTHERWISE Ldh MUST BE RE-CALCULATED.

LE

NG

TH

Ld h

DE

VE

LO

PM

EN

T

D T

Y P

* MIN COVER

HL=

HOOK LENGTH

M

IN

CO

VE

R

HW=

HOOK LENGTH

TL

TA

IL

L

EN

G

TH

NOTES:

1. PROVIDE MINIMUM LAP SPLICE LENGTHS

AND EMBEDMENTS PER TABLE UNLESS

NOTED OTHERWISE. EMBEDMENT LENGTH

EQUALS THE LAP SPLICE LENGTH UNLESS

OTHERWISE NOTED.

2. BAR SPACING AT LAP SPLICE IS THE

MINIMUM CLEAR DISTANCE BETWEEN

LAPPED BARS PLUS ONE BAR DIAMETER.

3. ALL SPLICES TO BE CONTACT SPLICES

AND WIRED TOGETHER UNLESS OTHERWISE

APPROVED BY THE ENGINEER.

LAP SPLICE AND EMDEDMENT LENGTHS

f'c =4.0 ksi fy = 60 ksi f'c =4.5 ksi

BAR

BARS SPACED

GREATER

THAN 4"

BARS SPACED

LESS THAN OR

EQUAL TO 4"

#3 14" 20"

#4 19" 32"

#5 29" 46"

#6 39" 62"

#7 55" 87"

#8 69" 107"

#9 76" 116"

#10 97" 140"

#11 120" 146"

RECTANGULAR OPENING DETAIL CIRCULAR OPENING DETAIL

TWO #5 X 4'-0" EACH

FACE TYP 4 LOCATIONS

ADDITIONAL REINF

SEE NOTE 1

SYMM ABOUT

OPENING

NOTES:

1. PROVIDE ADDITIONAL REINFORCING THE SAME SIZE AS DISCONTINUOUS

REINFORCEMENT AT OPENING. QUANTITY OF REINFORCING IN EACH

DIRECTION SHALL BE EQUAL TO OR ONE GREATER THAN THE NUMBER OF

DISCONTINUOUS BARS. PLACE 1/2 OF ADDITIONAL REINFORCING BARS

EACH SIDE OF OPENING, PLACE ADDITIONAL REINFORCEMENT AT 3" OC

(TYPICAL BOTH DIRECTIONS AND ALL LAYERS OF REINFORCEMENT). START

FIRST BAR 2" CLEAR TO OPENING.

2. EXTEND ADDITIONAL REINFORCING BEYOND EDGE OF OPENING AS SHOWN

ABOVE. ADDITIONAL BARS MAY TERMINATE AT THE END OF THE WALL WITH

A STANDARD HOOK WHERE THE LENGTH OF THE WALL WILL NOT PERMIT

BARS TO EXTEND AS SHOWN ABOVE.

3. TYPICAL WALL OR SLAB REINFORCING NOT SHOWN FOR CLARITY. TERMINATE

TYPICAL REINFORCING 2" CLEAR TO OPENING.

4. OPENINGS 12" OR LESS IN SLABS AND WALLS, NO EXTRA REBARS ARE

REQUIRED UNLESS SHOWN OTHERWISE. TYPICAL REINFORCING SHALL BE

RESPACED (NOT CUT) TO ALLOW FOR OPENINGS TO BE MADE.

5. UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REINFORCING

AROUND OPENINGS AS SHOWN AND INDICATED ABOVE.

6. PROVIDE ADDITIONAL DOWELS PER NOTE 1 ABOVE FOR ALL OPENINGS NEAR

THE FLOOR SLAB, BASE SLAB, OR CORNERS.

TYP

L/2 +

LAP LENGTH W/2

CL

SYMM ABOUT

OPENINGCL

TYP

D/2 +

LAP LENGTH

SYMM ABOUT

OPENINGCL

TY

P

W /2

LA

P

LE

NG

TH

L/

L/

TY

P

D/

LA

P

LE

NG

TH

D

RE-ENTRANT CORNER

DISCONTINUOUS JOINT INTERSECTION

2 - #5x3'-0"

2" BELOW

SURFACE

SJ OR CLJ

2-#5x3'-0"

2" BELOW

SURFACE

SJ OR

CLJ

3"

3"

3"

3"

PLAN "A"

WALL CORNER

PLAN "B"

WALL INTERSECTION

PROVIDE STD

90° HOOK

AND EXTEND

REBAR TO

FAR FACE OF

INTERSECTING

WALL

NOTES:

1. SEE INDIVIDUAL STRUCTURES FOR EXTRA HORIZONTAL

REBARS AT CORNERS & WALL INTERSECTIONS.

2. WALL VERTICAL REBARS NOT SHOWN FOR CLARITY.

EXTEND ALL WALL INSIDE FACE

REBARS TO OUTSIDE WALL FACE

OUTSIDE

FACE PROVIDE STD 90° HOOK ON

ALL HORIZ REINF

INSIDE FACE

0"

TYP

0"

TYP

0"

TYP

KEYED CONSTRUCTION JOINT

ROUGHEN CONSTRUCTION JOINT

1 1/2" WIDE

CONT KEYWAY

WATERSTOP IF INDICATED

PLACE AT TOP OF KEYWAY

NOTE:

1. SEE SPECIFICATION FOR REQUIREMENT TO TIE WATERSTOPS IN PLACE TO

PREVENT MOVEMENT OR FOLDING OVER.

CONT REINF THRU

CONSTRUCTION JT

CONT REINF THRU

CONSTRUCTION JOINT

ROUGHEN SURFACEWATERSTOP IF INDICATED

CENTER IN THICKNESS

SOIL WHERE

APPLICABLE

EQ

EQ

EQ

LAP

F O

O T

IN

G

D E

P T

H 3'

-0

M A

X

6" 6"

WALL

WIDTH

1'-0"

FOOTING

WIDTH 1'-0"

FOUNDATION WALL

PROVIDE SLEEVE

2" (NOMINAL) LARGER

THAN PIPE O.D.

PIPE OF CONDUIT

PERPENDICULAR TO

FOUNDATION WALL

PROVIDE SLEEVE

2" (NOMINAL) LARGER

THAN PIPE O.D.

PROVIDE SLEEVE

2" (NOMINAL) LARGER

THAN PIPE O.D.

PIPE OF CONDUIT

PERPENDICULAR

TO FOOTING

AREA OK FOR

SLEEVES

FOR PIPES ON THIS AREA

LOWER BOTTOM OF FOOTING

TO ALLOW PIPE TO EXTEND

THROUGH FOOTING

FOR PIPES ON THIS AREA

LOWER ENTIRE FOOTING

TO ALLOW PIPE TO EXTEND

THROUGH FOOTING

NOTES:

1. FOR PIPES 3'-0" OR LESS BELOW FOOTING, PROVIDE SLEEVES AS SHOWN.

2. FOR PIPES AND CONDUITS MORE THAN 3'-0" BELOW FOOTING, PIPE SLEEVE

MAY BE ELIMINATED.

3. COORDINATE WITH MECH, ELECT AND OTHER AFFECTED TRADES.

NOTE:

1. AT SIM CONDITION GRADE NOT PRESENT.

SLAB REINF

SEE PLAN

ROUGHEN SURFACE

4" WATERSTOP

3/4" CHAMFER

TYP

SEE PLANS

10" MAX

TOC EL

SEE PLAN

#5@12 CENTERED IN CURB

TO CURB EL

SEE PLAN

2-#5 W/90 DEG CORNER BAR

PL

ANT SE

E

1/2" EXP JOINT FILLER

SLAB ON GRADE

1/2" WIDE x 1/2" DEEP

GROOVE W/ SEALANT

AT EXPOSED FLOOR

ISOLATION JOINT AT SLAB ON GRADE

FACE OF WALL OR

CONCRETE COLUMN

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFA

u to d e s k D o c s /1

M

O R

U W a s te w a te r R e h a b a n d E x p a n s io n

/1

-0

-G

.r v t

-J u n -2

S501

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

GENERAL STRUCTURAL

DETAILS

GS

SKM

06/13/23

TJH

18678700-

FINAL CONSTRUCTION DOCUMENTS

NO SCALE

REINFORCING HOOK SCHEDULE1

NO SCALE

CONCRETE REINFORCING LAP AND EMBEDMENT SCHEDULE2

NO SCALE

EXTRA REINFORCING AROUND OPENINGS3

NO SCALE

ADDITIONAL SLAB REINFORCING4

NO SCALE

TYPICAL WALL HORIZONTAL REINFORCING DETAILS5

NO SCALE

CONSTRUCTION JOINT (CJ)6

NO SCALE

INSTALLATION OF PIPES/CONDUITS7

NO SCALE

TYPICAL CONTAINMENT CURB DETAIL8

NO SCALE

TYPICAL ISOLATION JOINTS (IJ)9

NOTE:

1. INTERSECTION BARS TO BE SAME SIZE AND SPACING AS

FOOTING REINFORCING.

AT TRENCH FOOTINGS,

WHEN CONSTRUCTION

JOINT IS USED PROVIDE

INTERSECTION BARS

STANDARD 90 DEGREE HOOKS

OPTIONAL

CONST JT

CONCRETE FOOTING

SE

E

SC

HE

DU

LE

LA

P

SP

LI

CE

CORNER

BAR

OPTIONAL

CONST JT

NOTE:

1. CORNER BARS TO BE SAME SIZE AND SPACING AT

FOOTING REINFORCING.

CONCRETE FOOTING

STANDARD 90 DEGREE HOOKSAT TRENCH FOOTINGS, WHEN

CONSTRUCTION JOINT IS

USED PROVIDE CORNER BARS

SE

E

SC

HE

DU

LE

LA

P

SP

LI

CE

6" CONCRETE SLAB

W/ #4@16 EW CENTERED

GRANULAR FILL TYP

#4@12 EW EF

3 SIDES TYP

FOR FOUNDATION

REINFORCING-

SEE SECTIONS

#5@12 30"

30"

RIGID

INSULATION

SEE ARCH

#4 x 3'-4"@16

FULL WIDTH

OF SLAB

EXPANSION

JOINT SEE CIVIL

SEE 5/00S501

FOR WALL DOWELS

AT STOOP WALLS

SLOPE TO DRAIN

SEE CIVIL

1/2" COMPRESSIBLE

FILLER & SEALANT

WALL OPENING NOTCH AS

REQD TO CLEAR STOOP

4'-

1'-0"

4"

2"

SEE PLAN

FOR WALL &

SLAB REINF,

SEE SECTIONS &

DETAILS

#7@8 BOT

PAVING

EXPANSION

JOINT SEE CIVIL

SLOPE VARIES

SEE CIVIL

RIGID

INSULATION-

SEE ARCH

#5@12

#4@12 x 2'-0"

CENTERED ON CJ

TYP FULL LENGTH

OF APPROACH SLAB

12'-0" MAX

SEE PLAN 4"

3" C

LR

2" C

LR

#5@12 EW EF

4 SIDES TYP

#5@12 EW T&B

GRANULAR FILL-

SEE NOTE 3

1'-0"

TYP

EQUIP ANCHOR BOLT

EQUIP BASE PL

NOTES:

1. SEE PAD NOTES AT DETAIL 5 THIS SHEET.

2. INCREASE SLAB THICKNESS AS REQUIRED TO MAINTAIN MINIMUM 3" CONCRETE COVER

BELOW EQUIPMENT ANCHOR BOLTS. WEIGHING MORE THAN 5000 POUNDS AND

SUPPORTED ON GRADE UNLESS NOTED OTHERWISE ON PLANS.

3. AT CONTRACTOR'S OPTION REPLACE GRANULAR FILL WITH CONCRETE POURED WITH

PERIMETER GRADE BEAM AND TOP SLAB. PROVIDE ALL REINF SHOWN IN SECTION.

4. PROVIDE OPENINGS AS REQD FOR PENETRATIONS. REINFORCE AROUND OPENINGS PER

DETAIL 3 ON SHEET 00-S501.

GRADE-

SEE CIVIL

4'-

/1

1' -0

MIN

6"

M

AX 6"

NOTES:

1. PROVIDE ABOVE PAD UNDER ALL ELECTRICAL AND MECHANICAL EQUIPMENT

SUPPORTED ON STRUCTURAL SLABS. ALSO PROVIDE FOR EQUIPMENT WEIGHING

LESS THAN 5000 POUNDS WHICH ARE SUPPORTED ON GRADE, OR WHERE

SPECIFICALLY NOTED ON PLANS. FOR PAD HEIGHT GREATER THAN 8", SEE DETAIL 6

THIS SHEET.

2. PAD THICKNESS SHALL BE A MINIMUM OF 4". CONTRACTOR SHALL VERIFY THE PAD

DIMENSIONS.

3. PROVIDE EMBEDDED CHANNELS FOR ANCHORING ELECTRICAL EQUIPMENT WHERE

REQUIRED.

PAD NOTES:

1. EQUIPMENT PAD DETAILS ON THIS SHEET APPLY FOR SUPPORT OF ALL EQUIPMENT

UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

2. BEFORE EQUIPMENT SUPPORT PADS ARE CAST,…