Attachment_E_Drawings_7-18-18.pdf

PDF 6 MB Posted Jul 27, 2018

Attached to: Construct Prefabricated Metal Building Federal contract opportunity
Solicitation number: 12467018R0102
Issued by: Department of Agriculture Forest Service R8-Southern Region

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Attachment E Plan Set

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Other files attached to Construct Prefabricated Metal Building, newest first.
File	Type	Posted
SF30_(002).pdf	PDF	Aug 26, 2018
scan0006.pdf	PDF	Aug 22, 2018
scan0075.pdf	PDF	Aug 17, 2018
scan0070.pdf	PDF	Aug 13, 2018
Geotech_Report_-_Multi-function_building_SRS_-_GER.pdf	PDF	Aug 13, 2018
scan0066.pdf	PDF	Aug 10, 2018
Attachment_F_Drawings_7-18-18.pdf	PDF	Jul 27, 2018
Attachment_C_Specs_6-11-18.pdf	PDF	Jul 27, 2018
atch_7_site_visit.pdf	PDF	Jul 27, 2018
Attachment_B_Statement_of_Work.pdf	PDF	Jul 27, 2018
Atch_6_EXperience_Questionaire.docx	DOCX document	Jul 27, 2018
ATch_4_DOL.docx	DOCX document	Jul 27, 2018
Atch_5_SR_Special_requirements.docx	DOCX document	Jul 27, 2018
Attachment_D_Specs_6-01-18.pdf	PDF	Jul 27, 2018
Attachment_A_Schedule_of_Items.XLSX	XLSX spreadsheet	Jul 27, 2018
0102_(1).docx	DOCX document	Jul 27, 2018

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DATE

D R

A W

P R

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N A

M E

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PROJECT NO.: PROJ. MGR.

DATE: DRWN. BY:

SCALE: CHKD. BY:

DRAWING NO:

SHEET NO.

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w w w .ty lin .c om

C op yr ig ht

L ee ds A ve nu e, S ui te

C ha rle st on

S ou th C ar ol in a

| 2

3-f

6/1/2018

C-001

RMN

BDW

650205.00 DJR

G E

N E

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6/1/2018

S A

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D A

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C R

O N

AS NOTED

DATE

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PROJECT NO.: PROJ. MGR.

DATE: DRWN. BY:

SCALE: CHKD. BY:

DRAWING NO:

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L ee ds A ve nu e, S ui te

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C-101

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650205.00 DJR

D E

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6/1/2018

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AS NOTED

FURNISHING AND INSTALLATION OF

ALL SILT FENCE WORK IS COVERED

IN PAY ITEM 15702.

SILT FENCE SHALL BE APPROX. 650

L.F. AND SHALL BE INSTALL

AROUND ALL SIDEWALK 1 AND 2

WORK AND AROUND THE NEW

BUILDING CONSTRUCTION AREA.

DATE

D R

A W

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PROJECT NO.: PROJ. MGR.

DATE: DRWN. BY:

SCALE: CHKD. BY:

DRAWING NO:

SHEET NO.

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L ee ds A ve nu e, S ui te

C ha rle st on

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6/1/2018

C-102

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BDW

650205.00 DJR

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6/1/2018

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AS NOTED

FLAT-BOTTOM TRENCH DETAIL V-SHAPED TRENCH DETAIL

SILT FENCE INSTALLATION

DATE

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PROJECT NO.: PROJ. MGR.

DATE: DRWN. BY:

SCALE: CHKD. BY:

DRAWING NO:

SHEET NO.

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w w w .ty lin .c om

C op yr

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C ha rle st on

S ou th C ar ol in a

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6/1/2018

C-501

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650205.00 DJR

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6/1/2018

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AS NOTED

FURNISHING AND INSTALLATION OF ALL SILT

FENCE WORK IS COVERED IN PAY ITEM 15702.

SILT FENCE IS APPROX. 650 L.F. AND SHALL BE

INSTALL AROUND ALL SIDEWALK 1 AND 2 WORK

AND AROUND THE NEW BUILDING

CONSTRUCTION AREA.

GENERAL NOTE:

CONTRACTOR SHALL NOTIFY COR AND PICK A POINT OF OF EXISTING

FIBEROPTIC CABLE THAT'S UNDERGROUND AND CUT IT AND

EXCAVATE CABLE. CONTRACTOR SHALL THEN RECOVER IT AS CLOSE

TO THE TRAILERS AS POSSIBLE IN A SAFE ZONE THEN SECURE IT OUT

OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL LATER PULL

THE CABLE INTO THE TELECOMM ROOM THROUGH THE STUB UPS.

CONTRACTOR SHALL NOTIFY THE COR FOR APPROVAL BEFORE

BACKFILL OF FIBER OPTIC CAN TAKE PLACE.

G G

T T

A. CONTRACTOR SHALL PROVIDE ALL NECESSARY ELECTRICAL

EQUIPMENT BRACING TO COMPLY WITH THE FOLLOWING SEISMIC

RESTRAINING LOADINGS:

1. SEISMIC DESIGN CATEGORY AS DEFINED IN THE IBC: "C"

2. ASSIGNED BUILDING RISK CATEGORY IN THE IBC: II

3. COMPONENT IMPORTANCE FACTOR: 1.5

4. COMPONENT RESPONSE MODIFICATION FACTOR (Rp);

CONDUITS = 1.5

PANELBOARDS = 6.0

LIGHTING FIXTURES = 1.5

MOTORS = 2.5

5. COMPONENT AMPLIFICATION FACTOR (ap):

CONDUITS = 1.0

PANELBOARDS = 2.5

LIGHTING FIXTURES = 1.0

MOTORS = 1.0

B. DESIGN SPECTRAL RESPONSE ACCELERATION TO SHORT PERIODS

(.2 SEC) = 0.333

C. DESIGN SPECTRAL RESPONSE ACCELERATION AT 1 SEC PERIODS =

0.123

A a a

ELECTRICAL ABBREVIATIONS ELECTRICAL SYMBOLS SCHEDULE

THIS IS A COMPLETE LIST OF ELECTRICAL SYMBOLS

FOR REFERENCE ONLY. SYMBOLS SHOWN HERE

MAY

OR MAY NOT BE USED ON THIS PROJECT.

BRANCH CIRCUIT

HOMERUN TO PANEL

2A CKTS 1, 3, & 5

BRANCH CIRCUIT DOWN

NEW PANELBOARD

MOTOR CONNECTION

2A:1,3,5

BRANCH CIRCUIT RUN UNDERGROUND

POWER DISTRIB.

ELECTRICAL DEVICES

CONDUIT AND WIRING

(MOUNTING HEIGHT TO CENTER LINE

OF BOX UNLESS NOTED OTHERWISE)

SINGLE-POLE, DOUBLE-POLE, 3-WAY AND

4-WAY SWITCHES (48" AFF, UNO) PJ2-3BRL-GWH-L01

LOCAL WALL DIMMER SWITCH (48" AFF,

UNO) LUTRON PJ2-3BRL-GWH-L01

MOTOR RATED SWITCH (48" AFF, UNO) SQUARE D 2510FG2

THIS LIST OF ABBREVIATIONS IS PROVIDED FOR

CONVENIENCE ONLY. ITEMS LISTED HERE MAY

MAY NOT BE USED ON THIS PROJECT.

ELECTRICAL LIGHTING FIXTURE SYMBOLS

REQ REQUIRED

(N) NEW

RTU ROOF TOP UNIT

AIR CONDITIONER

PTAC PACKAGE TERMINAL

MUAU MAKE UP AIR UNIT

MS MOTOR STARTER

MTD

MF-( )

MTR

MOTOR AUXILIARY RELAYS

MANUAL MOTOR STARTER

MAIN FEEDER-( ) ID

MOTORIZED TIMING RELAY

MOUNTED

LOUVERLV

LP( )-( )

LP( )

LIGHTING CIRCUIT ( )

LIGHTING PANELBOARD

PRESSURE SWITCHPS

POLES ( ) NO OF POLES

POTENTIAL TRANSFORMER

( )P

ø or PH PHASE

RED

RECEPTACLE

QUANTITY

RECPT

QTY

RSC

SYMMETRICAL

SPDT

SYM

THERMOSTAT

TSP

NUMBER

NAMEPLATE

NON FUSED

NON FUSED DISCONNECT SWITCH

TWISTED SHIELDED PAIR

SINGLE POLE, DOUBLE THROW

RIGID STEEL CONDUIT

No.

NFDS

NOTIFICATION APPLIANCE CIRCUITNAC

JUNCTION BOX OR PULL BOX

WALL MOUNTED JUNCTION BOX OR PULL BOX

FLOOR BOX

T or T'STAT

EXISTING SCOPE OF WORK

NEW WORK SCOPE OF WORK

ELEMENTARY DIAGRAM SYMBOLS

GROUND

DEMOLITION SCOPE OF WORK

DISCONNECT SWITCH - NON-FUSED LETTER INDICATES

SIZE

DISCONNECT SWITCH -

MOTOR/STARTER

COMBINATION

LINE TYPESAMP

ALTERNATING CURRENT

AIR CONDITIONER UNIT

ACU

AFF

ANN

AMPERE TRIP

AMMETER SWITCH

ANNUNCIATOR

AMPERAGE FRAME

ABOVE FINISHED FLOOR

BKR BREAKER

CIRCUIT BREAKERCB

COL COLUMN

CKT CIRCUIT

CDT

COND

CONDUIT

CONDUCTOR

CENTERLINE

KUH/EUH ELECTRIC UNIT HEATER

FLA FULL LOAD AMPS

DIAMETERDIA

EXISTING(E)

LOUVER CONTROLLER

LEVEL

METAL CONDUIT

LFMC LIQUID-TIGHT FLEXIBLE

KVAR

KVA

KILOVOLT AMPERES REACTIVE

KILOWATT

JUNCTION BOX

KILOVOLT AMPERE

KILOVOLT

I/O

INPUT/OUTPUT

INTERRUPTING CAPACITY

IDENTIFICATION NUMBER

INTERRUPTER

HEAT PUMP

HERTZ

FLEXIBLE METALLIC CONDUITFMC

FEEDERFDR

EUH

EMT

FEET

F-R

FRAME

FORWARD-REVERSE

ELECTRIC UNIT HEATER

DISCONNECT SWITCH

ELECTRIC METALLIC TUBING

GND

GFCI

GROUND

GREEN

GROUND FAULT CIRCUIT

FDS FUSED DISCONNECT SWITCH

BRANCH CIRCUIT UP

2 3 4

VARIABLE FREQUENCY DRIVE

CONTROL PANEL

SELF CONTAINED EMERGENCY LIGHTING UNIT -

TYPE

AS SPECIFIED

EXIT SIGN-CEILING MOUNTED - TYPE AS SPECIFIED

EXIT SIGN-WALL MOUNTED - TYPE AS SPECIFIED

CEILING MOUNTED VACANCY/OCCUPANCY SENSOR

WATTSTOPPER DT300; DUAL TECHNOLOGY (PASSIVE

INFRARED/ULTRASONIC) LUTRON LRF2-OCR2B-P-WH

CIRCUIT DESIGNATIONS

SEISMIC RESTRAINT LOADS

FUTURE SCOPE OF WORK

MOLDED CASE CIRCUIT BREAKER

ORMCP (OPEN OR ENCLOSED)

100AT

100AF

100AT

100AF

480V

45KVA

208/120V

TRANSFORMER (DELTA ~ WYE

GROUND SHOWN), RATINGS AS

INDICATED

MOTOR M

LIGHTING

A:#

POWER

PANEL NAME:CIRCUIT NUMBER*

*SEE ADDITIONAL NOTES ON ASSOCIATED DRAWINGS FOR

PANEL DESIGNATION

CAPITAL LETTER AND NUMBER INDICATES FIXTURE TYPE

FIRST SEQUENCE INDICATES PANEL, NUMERAL

INDICATES CIRCUIT NUMBER*

SMALL LETTER INDICATES CONTROL SWITCH

"NL" INDICATES NIGHT LIGHT TYPE FIXTURE.

NUMBER INDICATES NUMBER OF POLES

SMALL LETTER INDICATES CONTROL SWITCH

CAPITAL LETTERS INDICATES SWITCH TYPE

CAPITAL LETTER INDICATES FIXTURE TYPE

FIRST SEQUENCE INDICATES PANEL, NUMERAL

INDICATES CIRCUIT NUMBER*

SMALL LETTER INDICATES CONTROL SWITCH

S S S S

VFD

ENCLOSED CIRCUIT BREAKERECB

a A

#A a

2' X 4' TROFFER - TYPE AS SPECIFIED

2' X 4' EMERGENCY TROFFER - TYPE AS SPECIFIED

RECESSED OR PENDANT MOUNTED DOWNLIGHT - TYPE

AS SPECIFIED

EMERGENCY RECESSED OR PENDANT MOUNTED

DOWNLIGHT - TYPE AS SPECIFIED

AWG AMERICAN WIRE GUAGE

ECB ENCLOSED CIRCUIT BREAKER

MAIN GROUNDING BUSBARMGB

PHOTOCELL (REFER TO PLANS)

DUPLEX RECEPTACLE LEGRAND CR20 (18" AFF, UNO)

DOUBLE DUPLEX RECEPTACLE LEGRAND CR20

(18" AFF, UNO)

DUPLEX RECEPTACLE LEGRAND CR20 -CEILING

MOUNTED

DOUBLE DUPLEX RECEPTACLE LEGRAND CR20 -

CEILING MOUNTED

SIMPLEX RECEPTACLE LEGRAND 5361 (18" AFF, UNO)

DUPLEX RECEPTACLE-GFI LEGRAND PT2097NTLTRNAW

(18" AFF, UNO)

DUPLEX RECEPTACLE LEGRAND RFB4 -FLOOR MOUNTED

DOUBLE DUPLEX RECEPTACLE LEGRAND RFB4 -FLOOR

MOUNTED

WH WATER HEATER

UH UNIT HEATER

TYPICALTYP

UNDERGROUND FEEDER

VOLT - AMPERE

VFD

VAC

WATT

WEATHERPROOFWP

VOLTMETER SWITCH

VOLTS ALTERNATING CURRENT

VARIABLE FREQUENCY DRIVE

VOLTAGE TRANSFORMER

TRANSFORMERXFMR

TRANSIENT VOLTAGE SURGE

SUPPRESSOR

TVSS

LOCAL WALL DIGITAL TIMER SWITCH (48"

AFF, UNO) LUTRON MA-T530GTS

MOUNTING HEIGHT IN INCHES IF OTHER THAN

INDICATED IN LEGEND

GROUNDING BUSBAR

GROUNDING CONDUCTOR. #4/0 AWG

BARE COPPER, INSTALLED 24" BELOW

GRADE.

TELEPHONE CONDUIT

CONTINUATION

COPPER CLAD GROUNDING ROD. SHALL BE 10' x 3/4".

GROUNDING TEST WELL.

30A

EMER EMERGENCY

EXT EXTERIOR

TELEPHONE/DATA OUTLET (18" AFF); PROVIDE 1"

CONDUIT WITH PULL STRING BACK TO COMMUNICATIONS

ROOM.

TELEVISIONTV

NEW POLE MOUNTED TRANSFORMER. SIZE AS

INDICATED

EXISTING POLE MOUNTED TRANSFORMER. SIZE AS

INDICATED

GENERAL NOTES:

1. THIS IS A COMPLETE LIST OF ELECTRICAL SYMBOLS AND ABBREVIATIONS FOR

REFERENCE ONLY. SYMBOLS SHOWN ON THIS DRAWING MAY NOT APPEAR ON THE

FOLLOWING DRAWINGS.

2. EQUIPMENT AND DEVICE PART NUMBERS ARE SHOWN AS A BASIS OF DESIGN IN ORDER

TO PROVIDE MINIMUM MATERIAL STANDARDS, FUNCTIONALITY, AND QUALITY. EQUIPMENT

AND DEVICES PROVIDED SHALL BE OF EQUAL OR GREATOR QUALITY AND FUNCTIONALITY

TO SPECIFIED BASIS OF DESIGN AND SUBJECT TO APPROVAL BY THE OWNER.

3. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NEC, IBC, NFPA, ANY

APPLICABLE LOCAL ORDINANCE AND CODE STANDARDS. FOR OVERHEAD LINE

INSTALLATION FOLLOW SRS OPERATION ENGINEERING STANDARDS "E-SPC-G-00040", "E-

SPC-G-00041", & "E-SPC-G-00042".

4. ALL WIRING SHALL BE SINGLE CONDUCTORS IN CONDUIT. MINIMUM CONDUIT SIZE SHALL

BE 3/4". MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG. WHEN NOT SPECIFIED USE #12

AWG CONDUCTORS. ALL NEW CIRCUITS SHALL BE PROVIDED WITH AN INDIVIDUAL

NEUTRAL AND GROUNDING CONDUCTORS WITH THE PHASE CONDUCTOR. THE USE OF MC

CABLE SHALL NOT BE PERMITTED.

5. THE ELECTRICAL DRAWINGS ARE SCHEMATIC IN NATURE. BEFORE STARTING THE WORK

THE CONTRACTOR SHALL REVIEW ALL OTHER DISCIPLINE DRAWINGS AND VERIFY FIELD

CONDITIONS AND SHALL MAKE ANY REQUIRED MINOR ADJUSTMENTS WITHOUT EXTRA

COST TO THE OWNER. ANY MAJOR DISCREPANCIES FOUND SHALL BE BROUGHT TO THE

ATTENTION OF THE GOVERMENT.

6. ALL CONDUITS INSTALLED INDOORS SHALL BE ELECTRIC METALLIC TUBING W/

COMPRESSION TYPE FITTINGS, GALVANIZED RIGID STEEL CONDUIT W/ THREADED TYPE

FITTINGS SHALL BE USED ABOVE GRADE EXPOSED OUTDOORS. ALL CONDUIT SHALL BE

INSTALLED CONCEALED IN WALLS OR CEILINGS. UNDERGROUND CONDUITS SHALL BE

MINIMIZED. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC

7. ALL CONDUCTORS SHALL BE STRANDED COPPER WITH INSULATION DUAL RATED AT

THHN/THWN. UNLESS OTHERWISE NOTED.

8. ALL WORK SHOWN AND ALL DEVICES, EQUIPMENT MATERIAL AND LABOR SHALL BE

PROVIDED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE WORD

"PROVIDE" AS USED ON THESE DRAWINGS MEANS TO FURNISH AND INSTALL.

9. ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE MOUNTED AS PER EQUIPMENT AND

DEVICE MANUFACTURER RECOMMENDATIONS.

10. PROVIDE STARTUP OF ALL ELECTRICAL SYSTEMS AND COORDINATE WITH CONTRACTING

OFFICER FOR STARTUP WITNESSING.

11. PROVIDE COMPUTER PRINTED ON WHITE WRAPAROUND PAPER WITH CLEAR PLASTIC

PROTECTION TAIL FOR ALL WIRE MARKERS. MARKER SHALL STATE PANELBOARD NAME

AND CIRCUIT NUMBER ON ALL WIRES IN JUNCTION/PULL BOXES AND IN EQUIPMENT

TERMINAL BOXES.

12. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED SHALL BE NEW AND FREE OF DEFECTS.

ALL ELECTRICAL EQUIPMENT SHALL COMPLY WITH NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION (NEMA) STANDARDS AND SHALL BE UL LABELED. ALL

ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN A WORKMANLIKE

MANNER.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE SET OF RECORD

DRAWINGS TO THE CLIENT AT THE END OF THE CONSTRUCTION.

14. ALL CONNECTORS AND SPLICES FOR CABLE SIZE #10 AWG AND SMALLER SHALL BE

INSULATED, PRESSURE-TYPE. FOR LARGER SIZE CONDUCTORS USE BOLTED CLAMPS

WITH INSULATING TAPE.

15. PROVIDE INSULATION AND CONTINUITY TEST OF ALL 600V AND LESS WIRES AND CABLES.

USE TESTING PROCEDURES DESCRIBED IN INTERNATIONAL ELECTRICAL TESTING AGENCY

(NETA) STANDARDS. REPLACE ANY CABLES WITH INSULATION RESISTANCE LESS THAN 100

MEGA OHMS (MOHMS). TEST ALL GROUND FAULT CIRCUIT INTERRUPTING (GFCI)

RECEPTACLES. TEST ALL GROUNDING ELECTRODE SYSTEMS WITH FALL OF POTENTIAL

METHOD. MAKE RESISTANCE MEASUREMENTS 48 HOURS AFTER LAST RAIN FALL.

MAXIMUM RESISTANCE TO GROUND SHALL BE 5 OHMS.

16. ELECTRICAL SERVICE TO AND FOR MECHANICAL AND OTHER EQUIPMENT IS BASED ON

EQUIPMENT DESIGN DATA, THE VALUES MAY DIFFER DEPENDING UPON THE ACTUAL

EQUIPMENT TO BE FURNISHED. COORDINATE RATINGS WITH OTHER TRADES PRIOR TO

ORDERING ELECTRICAL EQUIPMENT. ANY MODIFICATION TO THE ELECTRICAL

INSTALLATION BASED UPON ACTUAL EQUIPMENT SELECTION, SHALL RESULT IN NO

ADDITIONAL COST TO THE CONTRACT.

17. RECEPTACLES MOUNTED AT COUNTER HEIGHT SHALL BE LOCATED 4" ABOVE BACK

SPLASH WHERE POSSIBLE.

18. ALL LIGHTING FIXTURES AND GENERAL PURPOSE RECEPTACLES IN MECHANICAL,

ELECTRICAL, TELECOMMUNICATIONS, AND EQUIPMENT ROOMS SHALL BE FIELD LOCATED

TO SUIT EQUIPMENT CONDITIONS AND EQUIPMENT LOCATIONS.

19. COLOR CODE CONDUCTORS (EXCEPT CONTROL AND INSTRUMENTATION CONDUCTORS)

AS FOLLOWS: 208/120 SYSTEM PHASE A BLACK, PHASE B RED, PHASE C BLUE, NEUTRAL

WHITE, GROUND GREEN.

20. SAFETY SWITCHES SHALL BE THE ENCLOSED HEAVY-DUTY TYPE (TYPE HD) WITH QUICK-

MAKE, QUICK-BREAK MECHANISM AND EXTERNAL PAD LOCKABLE OPERATING HANDLE.

SAFETY SWITCHES SHALL BE RATED FOR 240V. THEY SHALL BE HORSEPOWER RATED

WHEN USED IN MOTOR CIRCUITS.

21. ENCLOSURES SHALL BE NEMA 1 INDOORS AND NEMA 3R OUTDOORS UNLESS

OTHERWISE INDICATED ON DRAWINGS.

22. ELECTRICAL POWER DISTRIBUTION EQUIPMENT MANUFACTURERS SHALL BE SQUARE D,

GE, SIEMENS, OR CUTLER-HAMMER. ALL EQUIPMENT SHALL BE PROVIDED BY ONE

MANUFACTURER.

23. WIRING DEVICE APPROVED MANUFACTURES SHALL BE LEGRAND, LEVITON, LUTRON,

HUBBELL, COOPER, OR APPROVED EQUIVALENT.

24. PROVIDE CONDUIT FOR HVAC CONTROL CIRCUITS AS REQUIRED TO INTERCONNECT HVAC

UNIT TO CONTROL CIRCUITS. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH

MECHANICAL CONTRACTOR AND CONTROLS PROVIDER TO DETERMINE SCOPE OF

CONDUITS REQUIRED FOR HVAC CONTROLS. ELECTRICAL CONTRACTOR SHALL PROVIDE

ALL REQUIRED CONDUIT. COORDINATE POINTS OF CONNECTION WITH MECHANICAL

PRIOR TO INSTALLATION. PROVIDE PULL CORD IN ALL EMPTY CONDUITS. SEE

MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL HVAC EQUIPMENT.

25. ALL PANELBOARD SHALL BE FULLY RATED COPPER BUS, WITH 100% RATED NEUTRAL BUS

AND 50% RATED GROUND BUS.

26. COORDINATE LIGHT FIXTURE LOCATIONS AND MOUNTING WITH ARCHITECTURAL

REFLECTED CEILING PLAN. PROVIDE ALL NECESSARY MOUNTING HARDWARE REQUIRED

FOR PROPER INSTALLATION FOR EACH LOCATION AND CEILING TYPE.

27. LIGHTING CONTROLS BASIS OF DESIGN IS A LUTRON VIVE WIRELESS SYSTEM OR

EQUIVALENT.

28. COMBINE FLOOR MOUNTED DEVICES INTO SINGLE FLOOR BOX WHERE DEVICES ARE

SHOWN ADJACENT TO EACH OTHER.

29. ALL WIRING DEVICES AND COVER PLATES SHALL BE IVORY IN COLOR.

30. PROVIDE LIQUID TIGHT FLEXABLE METALIC CONDUIT FOR CONNECTIONS TO EXTERIOR

MECHANICAL EQUIPMENT. PROVIDE FLEXABLE METALIC CONDUIT FOR CONNECTIONS TO

INTERIOR MECHANICAL EQUIPMENT. ALL FLEXABLE METALIC CONDUIT SHALL BE NO MORE

THAN 6 FEET LONG

31. ALL ELECTRICAL AND COMMUNICATION DEVICES SHALL BE INSTALLED IN 4"X4" STAMPED

STEEL TYPE BACK BOXES.

32. ALL NEW EXPOSED CABLE SHALL BE LISTED AS SUNLIGHT RESISTANT.

DATE

D R

A W

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P R

O J E

C T

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M E

C L

PROJECT NO.: PROJ. MGR.

DATE: DRWN. BY:

SCALE: CHKD. BY:

DRAWING NO:

SHEET NO.

R E

w w w .t yl in

.c o m

L e e d s A v e n u e

S u it e

C h a rl e s to n S o u th C a ro lin a

-5

-6

-5

-0 f

N.T.S.

07/12/2018

E-001

WPC

JAA

650205.00 DR

E L E

C T

A L N

O T

E S

L E

G E

N D

A B

B R

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T A

T E

S F

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07/12/2018

S A

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U L T

I- F

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C T

B U

32. ACSR CONDUCTORS MAXIMUM SAG FINAL SAG TENSION AT 60 DEG

SHALL BE 42 INCHES. CONDUCTOR SAGGING SHALL BE DONE

USING A THERMOMETER TO DETERMINE THE WIRE TEMPERATURE.

MEASURE SAGGING BY A CALIBRATED DYNAMOMETER.

33. SHEAVES WITH PULLING ROPES SHALL BE USED FOR STRINGING

OVERHEAD CONDUCTORS.

34. POLE MOUNTED TRANSFORMER SHALL BE PROVIDED WITH THE

FOLLOWING:

A. EXTERNALLY OPERATED PRIMARY TAPS: TWO 2.5% ABOVE

& TWP 2.5% BELOW 13.8KV FOR DE-ENERGIZED

OPERATION.

B. PRIMARY BUSHING - TWO HIGH VOLTAGE COVER

MOUNTED PORCELAIN BUSHINGS WITH EYE BOLT

TERMINAL.

C. LOW VOLTAGE BUSHINGS - THREE SIDE MOUNTED

PORCELAIN BUSHINGS WITH EYE BOLT TERMINALS.

D. TEMPERATURE RISE - 65 DEG C

E. HV BIL: 95KV

F. LV BIL: 30KV

G. GROUNDING PROVISIONS - SHALL COME COMPLETE WITH

LV GROUNDING CONNECTION AND TANK GROUNDING

PROVISION AS PER ANSI C57.12.20 HAVING 1/2" 13-NC

TAPPED HOLES, 7/16" DEEP. A TANK GROUNDING

CONNECTOR ACCOMMODATING #8 SOLID THRU #2

STRANDED SHALL ALSO BE PROVIDED IN THE TANK

GROUNDING PROVISION.

H. ANSI SUPPORT LUGS (FOR HANGER BRACKETS) WITH

NAMEPLATE ON THE LOWER BRACKET. HANGER

BRACKETS TO PROVIDE SINGLE POSITION BRACKET.

I. PCB FREE CERTIFICATE.

J. 13.8 KV LINE-TO-LINE PRIMARY, 240/120V SECONDARY.

K. PROVIDE INTERNAL FAULT DETECTOR SENSOR (IFD

CORPORATION OR EQUAL).

N O

A T

E D

E S

C R

R E

S R

S C

O M

M E

N T

J J

G GG G G G G G G

G G

G GG G G G G G G

G G

T T

1 2 3 54

30A 30A 100A

60A

EXERCISE ROOM

MEN'S

RESTROOM

CORRIDOR /

VENDING

WOMEN"S

LOCKERS /

SHOWERS

106 WOMEN'S

RESTROOM

STORAGE

JANITOR CLOSET

OFFICE

PP1:4

PP1:21

PP1:29

PP1:21

PP1:29

PP1:25

FCU-1

FCU-2

HP-1 HP-2

PP1:15,17

PP1:8 PP1:13

PP1:26 PP1:26

PP1:26

PP1:2

PP1:26

PP1:7

PP1:23

PP1:10

PP1:10 PP1:10 PP1:10

PP1:10

PP1:11PP1:11

PP1:11PP1:23PP1:23

PP1:23

EF-1

EF-2

PP1:12

PP1:20,22

WH-1

PP1:5

PP1:19

PP1:9

PP1:16,18

PP1:12

EF-3

+72

+72 +72

+72

PP1:14

PP1:35

RTU-2

100A

PP1:28,30

PP1

PP1:25

PP1:40,42

PP1:12

E C

DATE

D R

A W

L E

P R

O J E

C T

N A

M E

C L

PROJECT NO.: PROJ. MGR.

DATE: DRWN. BY:

SCALE: CHKD. BY:

DRAWING NO:

SHEET NO.

R E

w w w .t yl in

.c o m

L e e d s A v e n u e

S u it e a rl e s to n S o u th C a ro lin a

-5

-6

-5

-0

1/4" = 1'-0"

07/12/2018

E-101

WPC

JAA

650205.00 DR

E L E

C T

A L P

O W

E R

R O

U N

G P

L A

U N

D S

T A

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S F

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07/12/2018

S A

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N N

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I- F

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B U

1/4" = 1'-0"E-101

1 POWER AND GROUNDING FLOOR PLAN

KEYED NOTES

10.

11.

12.

13.

14.

INSTALL AT 3' ABOVE COUNTER TOP BACKSPLASH OR 48" AFF

WHERE THERE IS NO BACKSPLASH.

BOND ALL METAL UTILITY LINES IN AND OUT OF THE BUILDING TO

THE GROUNDING ELECTRODE SYSTEM. MINIMUM SIZE CABLE

SHALL BE #4 AWG COPPER.

CALDWELD CONNECTION TO CABLE OR STEEL COLUMN.

SEE RISER DIAGRAM ON DRAWING E-701.

PROVIDE (2) 2-1/2" PVC CONDUITS STUBBED UP INSIDE BUILDING

AND OUT TO 5' OF FOOTPRINT OF BUILDING FOR

TELECOMMUNICATION.

DISCONNECT SWITCH FOR "RTU-1" AND "RTU-2". PROVIDE LFMC TO

UNIT. MOUNTED ON WALL AT 5'-6" AFF.

DISCONNECT SWITCH FOR "HP-1" AND "HP-2". PROVIDE LFMC TO

UNITS. MOUNTED ON WALL AT 5'-6" AFF.

MOTOR RATED SWITCH FOR "FCU-1" AND "FCU-2". MOUNTED

WITHIN 6' OF HVAC EQUIPMENT.

EXHAUST FAN SHALL BE CONNECTED TO RESTROOM LIGHTING

POWER AND CONTROL CIRCUITS. EXHAUST FAN SHALL BE

AUTOMATIC ON WHEN OCCUPANCY IS SENSED AND AUTOMATIC

OFF AFTER 30 MINUTES OF NO OCCUPANCY SENSED.

PROVIDE POWER AND TELECOM RECEPTACLES ABOVE CEILING

FOR CONNECTION TO PROJECTOR. COORDINATE EXACT LOCATION

WITH GOVERMENT IN THE FIELD.

PROVIDE 2-POLE MOTOR RATED SWITCH FOR RECIRCULATION

PUMP "RCP-1".

DISCONNECT SWITCH FOR "WH-1". PROVIDE LFMC TO UNIT.

MOUNTED ON WALL AT 5'-6" AFF.

EXHAUST FAN SHALL BE CONNECTED TO STORAGE ROOM

LIGHTING POWER AND CONTROL CIRCUITS.

PROVIDE 300 AMP, 2 POLE, 240V, 22 KAIC MOLDED CASE BREAKER.

NEMA 3R ENCLOSURE. SHALL BE UL LISTED FOR SERVICE

EQUIPMENT.

2 3

(TYP.)

GENERAL NOTES

ALL TELEPHONE/DATA OUTLET JACKS ARE TO BE PROVIDED BY

OWNER. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND

JUNCTION BOXES. COORDINATE WITH OWNER FOR EXACT

LOCATIONS.

UNLESS SPECIFICALLY SPECIFIES. ALL CONDUITS ARE INTENDED

TO BE INSTALLED ABOVE GROUND.

PLAN

NORTH

N O

A T

E D

E S

C R

R E

S R

S C

O M

M E

N T

P C

OSOS

1 2 3 54 e e e

B e

B B

B e e e e e e

C b b b b b b b

C C

C a a a a a a a

B B f f f f

C C b b bb b b b

C C

C C a a a a a a a

F D

D c c d d

A A A A

A A A A a a a a a a a a a a a a a a a a a a

C b b c b c

E a a

EXERCISE ROOM

MEN'S

RESTROOM

CORRIDOR /

VENDING

WOMEN'S

RESTROOM

STORAGE

JANITOR CLOSET

OFFICE

b b f

MEN'S LOCKERS /

SHOWERS

WOMEN"S

LOCKERS /

SHOWERS

PP1:12 PP1:12

PP1:1

PP1:12 PP1:12

PP1:12

PP1:1

PP1:12

PP1:1

PP1:12

PP1:12 PP1:12

PP1:1

PP1:12

PP1:1

PP1:12 PP1:12

PP1:1

PP1:12

PP1:12 PP1:12

PP1:12

PP1:12 PP1:12

PP1:12 PP1:12 PP1:12

PP1:6 PP1:6 PP1:6 PP1:6

PP1:1

PP1:1 PP1:1

PP1:1

PP1:12

DATE

D R

A W

L E

P R

O J E

C T

N A

M E

C L

PROJECT NO.: PROJ. MGR.

DATE: DRWN. BY:

SCALE: CHKD. BY:

DRAWING NO:

SHEET NO.

R E

w w w .t yl in

.c o m

L e e d s A v e n u e

S u it e a rl e s to n S o u th C a ro lin a

-5

-6

-5

-0

1/4" = 1'-0"

07/12/2018

E-102

WPC

JAA

650205.00 DR

E L E

C T

A L L

G P

L A

U N

D S

T A

T E

S F

O R

E S

T S

E R

07/12/2018

S A

V A

N N

A H

E R

E M

U L T

I- F

U N

C T

B U

1/4" = 1'-0"E-102

1 LIGHTING FLOOR PLAN

KEYED NOTES

PROVIDE EXTERIOR PHOTOCELL FOR CONTROL OF TYPE "D"

LIGHTING FIXTURES. PHOTOCELL SHALL BE EQUAL TO LUMATROL

MODEL "ST-15". SUITABLE FOR LED LIGHTS @ 120V. INSTALL ON

WEATHERPROOF BACK BOX AND FACE PHOTOCELL NORTH.

CONNECT TO NEAREST CIRCUIT IN THE AREA.

PLAN

NORTH

N O

A T

E D

E S

C R

LIGHTING CONTROL SCHEDULE

ROOM/ZONE

M A

N U

A L

O N

O C

C U

P A

N C

Y S

E N

S O

R O

O C

C U

P A

N C

Y S

E N

S O

R O

F F

A F

T E

S O

F N

O O

C C

U P

A N

C Y

M E

R L

G C

O N

T R

O L

S F

O R

G E

N E

R A

L L

M A

N U

A L O

F F

L T

D E

L A

Y S

C H

E X

T E

R P

H O

T O

C E

L L

O N

/O F

GYMNASIUM X X X

RESTROOMS X X X X

LOCKER ROOMS X X X

CORRIDOR/ VENDING X X X

OPEN OFFICE X X X X

EXTERIOR CANOPIES X

BUILDING

STRUCTURAL STEEL NEUTRALGROUND

DETAIL KEY NOTES:

METAL WATER PIPE WITHIN

5 FT OF ENTRANCE

1. GROUNDED (NEUTRAL) CONDUCTOR SAME SIZE AS THE

LARGEST PHASE CONDUCTOR.

5. BOND HOT AND COLD WATER PIPING

SYSTEMS.

2. INSTALL GROUNDING ELECTRODE CONDUCTOR, SIZED BASED ON

NEC TABLE 250.66 USING THE SERVICE PHASE CONDUCTOR

SIZE, BUT NOT SMALLER THAN 4 AWG.

3. INSTALL BONDING CONDUCTOR THAT IS SIZED BASED ON NEC

TABLE 250.66 USING THE SERVICE OR SEPARATELY-DERIVED

SYSTEM PHASE CONDUCTOR SIZE.

4. INSTALL IRREVERSIBLE COMPRESSION CONNECTOR WITH

TAMPER- PROOF HARDWARE OR INSTALL EXOTHERMIC WELD.

SINGLE PHASE POLE

MOUNT

(DELTA-WYE

CONNECTION)

240Y/120 VOLT

MAIN ENCLOSED CIRCUIT

BREAKER SERVICE ENTRANCE

EQUIPMENT

NEUTRALGROUND

BUILDING

GROUND RING

208Y/120 VOLT POWER

DISTRIBUTION PANELBOARD

6. PROVIDE 2/0 COPPER GROUNDING JUMPER.

DATE

D R

A W

L E

P R

O J E

C T

N A

M E

C L

PROJECT NO.: PROJ. MGR.

DATE: DRWN. BY:

SCALE: CHKD. BY:

DRAWING NO:

SHEET NO.

R E

w w w .t yl in

.c o m

L e e d s A v e n u e

S u it e a rl e s to n S o u th C a ro lin a

-5

-6

-5

-0

N.T.S.

07/12/2018

E-501

WPC

JAA

650205.00 DR

E L E

C T

A L S

C H

E D

U L E

U N

D S

T A

T E

S F

O R

E S

T S

E R

07/12/2018

S A

V A

N N

A H

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I- F

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B U

LIGHT FIXTURE SCHEDULE

FIXTURE TYPE MANUFACTURER CATALOG NUMBER LAMPS VOLTAGE

FIXTURE

WATTAGE

DESCRIPTION MOUNTING NOTES

A CREE LIGHTING INT-EDR-PS LED 120 V

46W LOW BAY, PETROLEUM SYMMETRIC DISTRIBUTION, 5109 INITIAL DELIVERED LUMENS. 0-10V DIMMING. SLIM

LOW-PROFILE HOUSING.

PENDANT MOUNTED WITH HOOK AND CORD @13'-6" AFF 1,2

A2 LITHONIA LIGHTING 2 ALL 2 - 40L LED 120 V

35W ONE PIECE COLD ROLLED STEEL HOUSING. POLYESTER POWDER PAINT AFTER FABRICATION. HINGED DOOR

FRAME. DIFFUSER WITH CONCAVE CLEAR, RIBBED REFRACTOR. 2' x 2' SIZE, 4000 LUMENS

RECESSED GRID MOUNTED WITH SEISMIC HOLD DOWN CLIPS 1,2

B LITHONIA LIGHTING 2 ALL 4 - 48L LED 120 V

40W ONE PIECE COLD ROLLED STEEL HOUSING. POLYESTER POWDER PAINT AFTER FABRICATION. HINGED DOOR

FRAME. DIFFUSER WITH CONCAVE CLEAR, RIBBED REFRACTOR. 2' x 4' SIZE, 4800 LUMENS

RECESSED GRID MOUNTED WITH SEISMIC HOLD DOWN CLIPS 1,2

C LITHONIA LIGHTING 5BPORB LED 120 V

11W 650 LUMENS, IC RATED DOWNLIGHT. ALUMINUM SPUN REFLECTOR. 5" APERTURE. WET LOCATION LISTED.

SUITABLE FOR NEW CONSTRUCTION.

RECESSED IN GYPSUM BOARD CEILING OR GRID MOUNTED WITH SEISMIC HOLD

DOWN CLIPS, AS REQUIRED

D GLOBALUX LSC-40-850 LED 120 V

10W 4900 LUMENS, DIE CAST ALUMINUM HOUSING, DAMP LOCATION LISTED. PROVIDED WITH EMERGENCY

BATTERY BACKUP. SQUARE CANOPY FIXTURE.

PENDANT MOUNTED WITH STEM, SUPPORTED BY ELECTRICAL BOX @ 8' AFF. 1,2,3

E LITHONIA LIGHTING EU2-LED LED 120 V 4.2W INJECTION MOLDED, FLAME RETARDANT THERMOPLASTIC HOUSING. METS UL924. HIGH OUTPUT OPTION WALL MOUNTED @ 8' AFF 4

F LITHONIA LIGHTING LHQM LED 120 V

3.3W THERMOPLASTIC HOUSING, VL94V-0 FLAME RATING. INTEGRAL ARROWS AND RED LETTERS ON WHITE

BACKGROUND. MEETS UL924

WALL MOUNTED @ 3" ABOVE DOOR FRAME 4

NOTES:

PROVIDE 4000K CCT AND MINIMUM 80 CRI.

PROVIDE DIMMING DRIVER FOR LIGHTING FIXTURE CALLED OUT ON FLOOR PLAN.

CONNECT TO CIRCUIT THROUGH PHOTOCELL FOR DAYLIGHT CONTROL.

PROVIDE UNSWITCHED LEAD TO BATTERY WIRE TERMINAL.

KEYED NOTES

PROVIDE (2) #3 AWG & (1) #8 AWG GND. IN 1-1/4" CDT.

PROVIDE (2) #6 AWG & (1) #8 AWG GND. IN 1" CDT.

PROVIDE (2) #1/0 AWG & (1) #4 AWG GND. IN 2" CDT.

UTLITY TRANSFORMER

NOTES:

TOTAL: 287 A 257 A

-- 20 A 1 SPARE 41 0 A 93 A 42

-- 20 A 1 SPARE 39 0 A 93 A 40

RTU-2 2 125 A 3

-- 20 A 1 SPARE 37 0 A 0 A 38 SPARE 1 20 A --

20 A 1 HAND DRYER 35 9 A 0 A 36 SPARE 1 20 A --

-- 20 A 1 SPARE 33 0 A 0 A 34 SPARE 1 20 A --

-- 20 A 1 SPARE 31 0 A 0 A 32 SPARE 1 20 A --

20 A 1 RECEPTACLES 29 12 A 59 A 30

-- 20 A 1 SPARE 27 0 A 59 A 28

RTU-1 2 80 A 1

20 A 1 RECEPTACLES 25 12 A 11 A 26 RECEPTACLES 1 20 A

20 A 1 RECEPTACLES 23 8 A 0 A 24 SPARE 1 20 A --

20 A 1 RECEPTACLES 21 12 A 8 A 22

20 A 1 DEDICATED... 19 13 A 8 A 20

HP-1 2 15 A

17 8 A 19 A 18

15 A 2 HP-2

15 8 A 19 A 16

WATER HEATER 2 60 A 2

20 A 1 ICE MAKER 13 11 A 9 A 14 HAND DRYER 1 20 A

20 A 1 RECEPTACLES 11 6 A 12 A 12 LIGHTING 1 20 A

20 A 1 DEDICATED... 9 13 A 9 A 10 RECEPTACLES 1 20 A

20 A 1 EXT RECEPTACLES 7 8 A 10 A 8 VENDING 1 20 A

20 A 1 ICE DISPENSER 5 1 A 6 A 6 LIGHTING 1 20 A

-- 20 A 1 SPARE 3 0 A 5 A 4 COPIER 1 20 A

20 A 1 EMER LIGHTING 1 0 A 4 A 2 WATER COOLER 1 20 A

NOTE

TRIP

AMPS POLES DESCRIPTION NO. A B NO. DESCRIPTION POLES

TRIP

AMPS NOTE

MOUNTING: RECESSED ENCLOSURE: NEMA 1

BUSS RATING: 400 A WIRES: 3 SUPPLIED FROM:

MAIN TYPE: PHASES: 1 LOCATION: CORRIDOR / VENDING 104

VOLTAGE: A.I.C. RATING: 22 KAIC

PANELBOARD: PP1

120/240 SINGLE

MLO

N O

A T

E D

E S

C R

R E

S R

S C

O M

M E

N T

N.T.S.

GROUNDING ELECTRODE SYSTEM DIAGRAM

1. FOR EACH FIXTURE, PROVIDE FOUR

STEEL WIRES, ONE 12-GAUGE WIRE AT

EACH CORNER OF THE FIXTURE. SUPPORT

WIRES FROM BUILDING STRUCTURE.

6 FEET LENGTH OF FLEXIBLE

CONDUIT TO ALLOW FOR RELOCATION.

INCLUDE GROUND WIRE. ALL

CONDUCTORS #12 AWG COPPER.

MAXIMUM OF THREE (3) FLEX. RUNS

PER JUNCTION BOX.

2. FOR FIRE-RATED CEILING,

FIXTURE SHALL BE SUPPORTED AS

PER CEILING DESIGN CRITERIA TO

THE BUILDING STRUCTURE.

CEILING

FIXTURE FRAME TO

MATCH CEILING TYPE

LAY-IN TYPE

FLUORESCENT TROFFER

JUNCTION BOX.

ATTACHED TO

STRUCTURE

BRANCH CIRCUIT

CONDUIT AS SPECIFIED

EARTHQUAKE CLIPS

INTEGRAL GALVANIZED

LIPPED STEEL MOUNTING

CHANNEL

WASHER & LOCKNUT

LOCKING

WASHER & LOCKNUT

3/8" MIN

GALVANIZED

THEADED ROD

(TYP.)

REFER TO PLANS

FOR QUANTITY &

SIZE OF CONDUITS

CONDUIT CLAMP.

SIZE AS REQUIRED

INTEGRAL GALVANIZED

LIPPED STEEL MOUNTING

CHANNEL

5'-6"

MAX

3' MIN.3' MIN.

6'-0"

MAX

FINISHED

GRADE

EXTERIOR BUILDING

WALL (TYP.)

MAIN ENCLOSED

CIRCUIT BREAKER

TRANSITION FROM

PVC TO RSC (TYP.)

PANELBOARD "PP1"

(CORRIDOR/

VENDING ROOM)

(3) #300 MCM AND (1) #2/0 AWG GND. IN 3"

CDT. PROVIDE ANOTHER 3" SPARE CDT

CAPPED @ 8" AFF AT EACH END.

(3) #300 MCM XHHW IN 3" PVC CDT.

CONTINUE TO NEW POWER POLE. SEE

DRAWING ES-100. PROVIDE

UNDERGROUND TRACEABLE WARNING

TAPE 12" BELOW FINISHED GRADE.

INTERIOR CORRIDOR/ VENDING

ROOM #104

TYPE "FS" J-BOX

LFMC CONNECTION

1"x1-5/8" UNISTRUT

FASTENED TO BEAMS

SAFETY

CHAIN

FASTEN SAFETY CHAIN

AROUND BOTTOM CHORD

A S

R E

Q U

A X

FIXTURE TYPE AS PER

SCHEDULE

UNISTRUT M2137

SWIVEL HANGER

UNISTRUT P2855

RACEWAY HANGER

USE U-BOLT & EATON B441-22 BEAM

CLAMP FOR CONNECTION TO PURLIN

3/8" IP PENDANT

6 FEET LENGTH OF FLEXIBLE

CONDUIT TO ALLOW FOR RELOCATION.

INCLUDE GROUND WIRE. ALL

CONDUCTORS #12 AWG COPPER.

MAXIMUM OF THREE (3) FLEX. RUNS

PER JUNCTION BOX.

VITRIFIED CLAY SEWER TILE OR

EQUIVALENT 12" 1Dx 24" LONG

CADWELD TYPE 'GY' CONNECTION MOLD CAT

'GYE-182V', CART. #200

GROUNDING CABLE #4/0 BARE

STRANDED COPPER

GROUND ROD COPPERWELD #9450

3/4"X10'-0"

FINISHED GRADE

REMOVABLE CAST CONCRETE COVER WITH RECESSED

LIFTING HANDLE

NOTES:

1. THROUGH POLE OVAL EYE BOLT. (5/8" GALVANIZED STEEL)

2. PRE-MADE GUY WIRE END GRIP.

3. 3/8" GALVANIZED GUY WIRE.

4. GALVANIZED 3X TURNBUKLE WIRE STRAINERS.

5. GALVANIZED ANCHOR ROD, (7' X 5/8"), WITH SCREW ANCHOR.

INSTALLED AT 45 DEGREES

6. 8FT LONG, YELLOW PVC GUY WIRE GUARD.

6' MIN

30'

MIN

TYP.

NOTES:

EXISTING POLE

(TO BE REUSED)

1. EXISTING LIGHTNING ARRESTERS. TO BE REUSED.

2. EXISTING FUSE CUTOUTS. NEW S&C 10A POS STANDARD

SPEED LINKS. FUSED LINKS TO BE PROVIDED BY SRS

3. EXISTING HV JUMPER CABLE TO BE REUSED.

4. THE GOVERNMENT WILL FURNISH THE 100KVA SINGLE

PHASE TRANSFORMER. INSTALLED ON EXISTING POLE

WITH NEW GALVANIZED 5/8" BOLTS.

5. PROVIDE NEW 2 CIRCUITS SECONDARY AERIAL CABLE

WITH MESSANGER CABLE. SEE DRAWINGS FOR CABLE

SPECIFICATION.

6. EXISTING GROUNDING CONDUCTOR TO BE REUSED.

7. PROVIDE MESSENGER CABLE TO POLE SUPPORT.

8. PROVIDE #500 MCM COPPER TYPE XHHW-2 JUMPER.

9. LISTED IRREVERSIBLE CONNECTOR.

NOTES:

1. THROUGH-POLE GALVANIZED STEEL BOLT (5/8").

2. SECONDARY TRIPLEX AERIAL CONDUCTORS WITH MESSANGER CABLE

3. CLEVIS WITH INSULATOR TYPE JOSLYN #J0342/J101 .

NEW AND/OR EXISTING POLE

TYP.

DATE

D R

A W

L E

P R

O J E

C T

N A

M E

C L

PROJECT NO.: PROJ. MGR.

DATE: DRWN. BY:

SCALE: CHKD. BY:

DRAWING NO:

SHEET NO.

R E

w w w .t yl in

.c o m

L e e d s A v e n u e

S u it e a rl e s to n S o u th C a ro lin a

-5

-6

-5

-0

As indicated

07/12/2018

E-701

WPC

JAA

650205.00 DR

E L E

C T

A L D

E T

U N

D S

T A

T E

S F

O R

E S

T S

E R

07/12/2018

S A

V A

N N

A H

E R

E M

U L T

I- F

U N

C T

B U

NOT TO SCALEE-701

2 TYPICAL FLUORESCENT TROFFER

NOT TO SCALEE-701

5 TYP. CONDUIT RACK MOUNTING DETAIL

NOT TO SCALEE-701

6 POWER RISER DIAGRAM

NOT TO SCALEE-701

1 LOW BAY FIXTURE MOUNTING DETAIL

NOT TO SCALEE-701

3 TEST WELL TYPICAL DETAIL

NOT TO SCALEE-701

8 POLE GUY DETAIL

NOT TO SCALEE-701

4 SINGLE PHASE POLE MOUNTED TRANSFORMER DETAIL

NOT TO SCALEE-701

7 SECONDARY MULTI-CIRCUIT AERIAL POLE SUPPORT

N O

A T

E D

E S

C R

R E

S R

S C

O M

M E

N T

AB ANCHOR BOLT

ADD'L ADDITIONAL

ACI AMERICAN CONCRETE

INSTITUTE

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AL ALUMINUM

ANSI AMERICAN NATIONAL

STANDARD INSTITUTE

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

APPROX APPROXIMATE

ARCH B ARCHITECTURAL BOTTOM

B BOTTOM

B/EL BOTTOM ELEVATION

BFF BELOW FINISH FLOOR

BLDG BUILDING

BOTT BOTTOM

BRG BEARING

CL CENTERLINE

CHEM CHEMICAL

CFS COLD FORMED STEEL

CJ CONTROL JOINT

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CSJ CONSTRUCTION JOINT

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DS DOWNSPOUT

DWG DRAWING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EMBED EMBEDMENT

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FFE FINISH FLOOR ELEVATION

FLR FLOOR

FO FACE OF

FS FAR SIDE

FT FEET

FTG FOOTING

GALV GALVANIZED

GB GRADE BEAM

GS GALVANIZED STEEL

GWB GYPSUM WALL BOARD

HP HIGH POINT

HSS HOLLOW STRUCTURAL SECTION

IN INCHES

INT INTERIOR

JT JOINT

KIP KIPS (1 KIP = 1,000 LBS.)

K/FT KIPS PER FOOT

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L LENGTH

LBS POUNDS

LBW LOAD BEARING WALL

LL LIVE LOAD

LP LOW POINT

LV LOUVER

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MPH MILES PER HOUR

MTL METAL

MWFRS MAIN WIND FORCE

RESISTING SYSTEM

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

PCF POUNDS PER CUBIC FOOT

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

REF REFERENCE

REINF REINFORCED

REQ'D REQUIRED

REV REVISION

STN STL STAINLESS STEEL

SCHED SCHEDULE

SECT SECTION

SF SQUARE FEET

SIM SIMILAR

SP SPACES

STD STL STANDARD STEEL

STRUCT STRUCTURAL

(T) TENSION

T TOP

T/ TOP OF

T/ELEV TOP ELEVATION

T&B TOP AND BOTTOM

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

W WIDTH

W# WIDE FLANGE (# INDICATES SIZE)

W/ WITH

W/O WITHOUT

WP WORK POINT

STRUCTURAL ABBREVIATIONS FOUNDATIONS & EARTHWORK

1. FOUNDATIONS BASED ON RECOMMENDATIONS PROVIDED IN GEOTECHNICAL REPORT BY TERRACON ON

APRIL 9TH, 2018 (PROJECT NO 73185045).

2. FOUNDATION DESIGN VALUES:

A. ALLOWABLE SOIL BEARING PRESSURE - 3000 PSF

B. COEFFICIENT OF FRICTION - 0.35

C. PASSIVE EARTH PRESSURE - 300 PCF

3. BUILDING PAD AREA SHALL BE STRIPPED OF ALL FROZEN SOIL, DEBRIS, VEGETATION AND TOPSOIL. ALL FILL SOILS AND ANY REMAINING LOOSE NATURAL SOILS SHALL BE EXCAVATED TO EXPOSE SUITABLE NATURAL

SOILS.

4. PROOF ROLL THE ENTIRE BUILDING PAD AREA TO LOCATE AND REMOVE ALL SOFT SPOTS. REPLACE WITH

COMPACTED STRUCTURAL FILL.

5. REPLACE ALL FOOTINGS AND SLABS ON UNDISTURBED NATURAL SOIL OR ON PROPERLY CONSTRUCTED COMPACTED STRUCTURAL FILL. CONTRACTOR SHALL VERIFY THAT SOIL UNDER FOOTINGS IS SUITABLE TO

SUPPORT FOOTINGS.

6. STRUCTURAL FILL: STRUCTURAL FILL SHOULD CONSIST OF WELL-GRADED SANDY GRAVELS WITH A MAXIMUM PARTICLE SIZE OF 3 INCHES AND 5 TO 15 PERCENT FINES. THE LIQUID LIMIT OF FINES SHOULD NOT EXCEED 35 AND THE PLASTICITY INDEX SHOULD DBE BELOW 15. ALL FILL SOILS SHOULD BE FREE FROM TOPSOIL, HIGHLY ORGANIC MATERIAL, FROZEN SOIL, AND OTHER DELETRIOUS MATERIALS. STRUCTURAL FILL SHOULD BE PLACED IN MAXIMUM 8-INCH THICK LOOSE LIFTS AT A MOISTURE CONTENT WITHIN 2 PERCENT OPTIMUM AND COMPACTED TO AT LEAST 95 PERCENT OF MODIFIED PROCTOR DENSITY (ASTM

D1557) UNDER THE BUILDING AND 90 PERCENT UNDER CONCRETE FLATWORK.

7. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION "31 20 00"

8. PROVIDE ALL MEASURES NECESSARY FOR THE INSTALLATION OF FOUNDATIONS INCLUDING BUT NOT

LIMITED TO DEWATERING AND SHORING.

9. CENTER ALL FOUNDATIONS BENEATH THEIR RESPECT WALL OR COLUMN UNLESS NOTED OTHERWISE.

10. HORIZONTAL JOINT ARE NOT PERMITTED IN FOUNDATIONS

11. SEE TYPICAL DETAILS FOR CONSTRUCTION OF VERTICAL CONSTRUCTION JOINTS AND LIMITATIONS ON

LOCATIONS

12. DO NOT INSTALL PLUMBING, PLUMBING SLEEVES IN OR THROUGH FOUNDATIONS UNLESS SPECIFICALLY

DETAILED ON THE STRUCTURAL DRAWINGS, OR WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF

RECORD

13. PLUMBING RUNS BELOW GRADE SHALL NOT RUN BENEATH AND PARALLEL TO CONTINUOUS FOOTINGS

14. ALL REINFORCING STEEL SHALL BE SUPPORTED ON CHAIRS OR BOLSTERS TO PROPER ELEVATION AND

SHALL BE SECURELY ANCHORED

15. FOUNDATION SIZES SHOWN ASSUME FOOTINGS ARE CONSTRUCTED WITH SIDE FORMS

16. EARTH FORMED FOUNDATIONS ARE PERMITTED IF SUBGRADE IS STABLE ENOUGH TO HOLD THE FACE OF

THE EXCAVATION. ALL FOUNDATION SIZES FOR EARTH FORMED FOUNDATIONS SHALL BE INCREASED 1" IN

ALL DIRECTIONS

17. ALL FOUNDATION EXCAVATIONS SHALL BE DEWATERED PRIOR TO PLACING CONCRETE

18. BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL CONCRETE OR GROUT HAS ACHIEVED

75% OF THE REQUIRED STRENGTH.

19. FIELD TESTING AND INSPECTION OF FOUNDATIONS, SUBGRADE MATERIALS AND SUBGRADE PREPARATION

SHALL BE COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE OWNER, AND SHALL

BE IN ACCORDANCE WITH THE SCHEDULE OF SPECIAL INSPECTIONS.

GENERAL NOTES

1. STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OF PROJECT DRAWINGS, PROJECT MANUAL, AND ALL SHOP DRAWING SUBMITTALS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND COORDINATING DIMENSIONS, CLEARANCES AND

ALL OTHER COORDINATION ISSUES WITH OTHER TRADES.

3. IN CASE OF CONFLICT BETWEEN VARIOUS STRUCTURAL DRAWINGS, STRUCTURAL PLANS, OR STRUCTURAL

DETAILS THE MORE STRINGENT SHALL GOVERN. THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID

FOR THE MORE COSTLY CONDITION.

4. IN CASE OF CONFLICT BETWEEN DRAWINGS, DRAWING NOTES, AND SPECIFICATIONS THE MORE STRINGENT

SHALL GOVERN. THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID FOR THE MORE COSTLY

CONDITION.

5. WORK NOT INDICATED ON THE DRAWINGS, BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT

CORRESPONDING PLACES SHALL BE REPEATED.

6. ALL NOTES, DETAILS AND SECTIONS ARE INTENDED TO BE TYPICAL FOR THE GENERAL CONDITIONS INDICATED OR REFERENCED. ALL NOTES, DETAILS AND SECTIONS SHALL APPLY TO ANY SIMILAR SITUATION THROUGHOUT THE ENTIRE PROJECT UNLESS A SEPARATE NOTE, DETAIL OR SECTION IS PROVIDED.

7. REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH WORK.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING AND IN PLACE WORK OR UTILITIES DURING

CONSTRUCTION

9. COORDINATE STRUCTURAL DRAWINGS WITH OTHER CONTRACT DRAWINGS, SPECIFICATIONS, OR SHOP

DRAWINGS WHICH MAY AFFECT THE STRUCTURAL WORK.

10. USE OF REPRODUCED CONTRACT DRAWINGS IN PART OR WHOLE FOR THE PURPOSE OF SHOP DRAWING PREPARATION SHALL NOT RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM THE REQUIREMENT TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE.

11. ALL SUBMITTALS SHALL BE REVIEWED BY THE SUBCONTRACTOR AND CONTRACTOR FOR CONFORMANCE TO THE CONTRACT DOCUMENTS, FOR COMPLETENESS, AND TO RESPOND TO CONTRACTOR COORDINATION RELATED QUESTIONS PRIOR TO SUBMITTING FOR APPROVAL. ALL SHEETS SHALL BE STAMPED AND INITIALED BY THE CONTRACTOR INDICATING SUCH A REVIEW HAS BEEN COMPLETED PRIOR TO ISSUING

SUBMITTAL FOR APPROVAL.

12. CONTRACTOR SHALL MAKE NO DEVIATIONS FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN

APPROVAL.

13. ALL ELEVATIONS INDICATED IN STRUCTURAL DRAWINGS ARE IN REFERENCED TO A GROUND FLOOR FINISHED SLAB ELEVATION OF 0'-0" UNLESS NOTED OTHERWISE. SEE CIVIL FOR GROUND FLOOR FINISHED

SLAB ELEVATION.

SPECIAL INSPECTION: FOR SPECIAL INSPECTION REQUIREMENTS, SEE STATEMENT OF SPECIAL INSPECTIONS1.

STRUCTURAL DESIGN CRITERIA (IBC)

DESIGN CRITERIA (FROM BUTLER REACTIONS REPORT 7/10/2018)2.

CODES & STANDARDS:

INTERNATIONAL BUILDING CODE (IBC) 2015 WITH SOUTH CAROLINA MODIFICATIONS:

ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

RISK CATEGORY = II

ROOF LIVE LOADS:

TYPICAL UNLESS NOTED OTHERWISE = 20 PSF (REDUCIBLE)

WIND LOADS:

EXPOSURE CATEGORY: B

ULTIMATE BASIC WIND SPEED (3 SECOND GUST), Vult: 115 MPH (RISK CAT II) BASIC WIND PRESSURE q=20.16 PSF

F. EARTHQUAKE LOADS:

SEISMIC ANALYSIS PROCEDURE: (T. 1616.6.3) EQUIVALENT LATERAL-FORCE

SEISMIC IMPORTANCE FACTOR (Ie) = 1.00

SITE CLASS: D (PER GEOTECHNICAL INVESTIGATION)

MAPPED ACCELERATIONS: Ss = 0.289g S1 = .1040g

Sds = 0.3023 Sd1 = 0.1653

SEISMIC DESIGN CATEGORY = B

SEISMIC FORCE RESISTING SYSTEM:

RESPONSE MODIFICATION FACTOR (R) = 3.0

OVERSTRENGTH FACTOR = 2.5

DEFLECTION AMPLIFICATION (Cd)= 3.0 SEISMIC RESPONSE COEFFICIENT (Cs) = 0.1008

DESIGN BASE SHEAR BLDG 1: V = .1008 X W K

DEAD LOADS:

WEIGHTS OF EQUIPMENT AND STRUCTURE

MECH/ELEC = 5 PSF

MISC = 5 PSF

SNOW LOADS:

GROUND SNOW LOAD (Pg) = 5 PSF EXPOSURE FACTOR (Ce) = 1.0 TERMAL FACTOR (Ct) = 1.0 IMPORTANCE FACTOR (Is) = 1.0 FLAT SNOW ROOF LOAD (Pg) = 3.50 PSF (CALCULATED) MINIMUM SNOW ROOF LOAD (Pm) = 5 PSF (ASCE 7-10, 7.3.4)

CONCRETE AND REINFORCEMENT

1. MATERIAL STANDARDS

A. CONCRETE

a. FOOTING AND FOUNDATION WALLS - f'c = 3000 PSI

b. SLABS ON GRADE - f'c = 3000 PSI

c. NORMAL WEIGHT AGGREGATES - ASTM C3

B. CEMENT

a. USE TYPE I/II CEMENT AS PER ASTM C150

b. AIR-ENTRAINING ADMIXTURES (WHERE REQUIRED) - ASTM C260

c. CALCIUM CHLORIDE SHALL NOT BE USED.

C. REINFORCING

a. REBAR - ASTM A615 GRADE 60 (Fy = 60 KSI)

b. WELDED WIRE - ASTM A1064

D. ANCHOR RODS/BOLTS

a. STEEL COLUMN ANCHOR RODS/BOLTS - ASTM F1554 GRADE 36 WITH ASTM A563 HEAVY

HEX NUTS AND HARDENED WASHERS

b. ADHESIVE (EPOXY ANCHORS - SIMPSON SET-XP (ICC-ES ESR-2508) OR HILTI HIT-RE 500-

SD (ICC-ES ESR-2322)

c. USE OF HOOKED ANCHOR RODS/BOLTS IS LIMITED UNDER THE ACI AND THE IBC.

HEADED ANCHOR RODS/BOLTS MUST BE USED WHERE INDICATED IN THE DETAILS.

d. CENTER LINES USED TO INDICATED CENTER LINE OF STEEL GRID ARE USED TO

INDICATE THE CENTERLINE OF THE ANCHOR/ROD/BOLT PATTER, NOT THE CENTER

LINE OF ANY INDIVIDUAL ANCHOR ROD/BOLT

2. DETAIL REINFORCING TO COMPLY WITH ACI 315 "MANUAL OF STANDARD PRACTICE FOR

DETAILING REINFORCING CONCRETE STRUCTURES" AND THE CONCRETE REINFORCING

STEEL INSTITUTE (CRSI) RECOMMENDATIONS.

A. MINIMUM CLEAR CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS

UNLESS OTHERWISE NOTED:

a. CONCRETE CAST DIRECTLY AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"

b. CONCRETE EXPOSED TO WEATHER OR EARTH:

1. #5 BARS OR SMALLER - 1-1/2"

2. #6 OR LARGER - 2"

c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND - 3/4"

d. SLAB ON GRADE - AS SHOWN IN DETAILS, 3/4" MIN. FROM TOP OF SLAB NOT EXPOSED

TO WEATHER

B. LAP SPLICE LENGTHS (UNLESS OTHERWISE NOTED)

a. f'c = 2500-3500 PSI

1. #6 AND SMALLER - 36 BAR DIAM

2. #7 AND LARGER - 45 BAR DIAMETERS

b. f'c = 4000 PSI OR GREATER

1. #6 OR SMALLER - 29 BAR DIAMETERS

2. #7 AND LARGER - 36 BAR DIAMETERS

c. LAP SPLICE LENGTHS MAY BE DECREASED BY 25% FOR SLABS ON GRADE AND

HORIZONTAL WALL REINFORCING.

d. INCREASE LAP SPLICE LENGTHS BY 50% WHERE EPOXY COATED BARS ARE USED.

C. STAGGER SPLICES IN WALLS SO THAT NO TWO ADJACENT BARS ARE SPLICED IN THE

SAME LOCATION, UNLESS SHOWN OTHERWISE.

D. MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL

SIZE AND SPACING.

E. VERTICAL BARS IN WALL, GRADE BEAMS, AND PIERS TO TERMINATE IN FOOTINGS WITH

ACI STANDARD HOOKS (12 BAR DIAM)

F. HORIZONTAL WALL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS WITH A 90

DEGREE HOOK PLUS A 6 BAR DIAMETER EXTENSION, UNLESS SHOWN OTHERWISE.

G. SPLICES IN HORIZONTAL REINFORCEMENT SHALL BE STAGGERED. SPLICES IN TWO

CURTAINS (WHERE USED SHALL NOT OCCUR IN THE SAME LOCATION.

H. USE CHAIRS OR OTHER SUPPORT DEVICES AS REQUIRED FOR PROPER CLEARANCE.

I. REBAR HAIRPINS SHALL BE CENTERED IN SLABS AND SHALL BE WIRE TIED TO THE SLAB

REINFORCING (IF ANY). REBAR HAIRPINS SHALL BE CONTINUOUS THROUGH WALLS AND

PIERS LAP SPLICES IN HAIRPINS MAY ONLY OCCUR IN THE FLOOR SLAB UNLESS

OTHERWISE NOTED.

3. CONTROL JOINTS IN SLABS ON GRADE ARE RECOMMENDED TO CONTROL CRACKING. SEE

PLANS FOR CONTROL JOINT SPACING AND DETAILS.

4. SLABS AND GRADE BREAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLACE. ALL

REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS.

5. FLOOR SLAB THICKNESS AND REINFORCING SHOWN IN THESE DRAWINGS ARE ADEQUATE TO

SUPPORT TYPICAL UNIFORM LOADS ONLY.

6. WELDING OF REBAR IS NOT ALLOWED UNLESS SPECIFICALLY INDICATED IN THE DRAWINGS.

ALL EMBODIMENTS, REINFORCING, AND DOWELS SHALL BE SECURELY TIED TO FRAMEWORK

OR TO ADJACENT REINFORCING PRIOR TO PLACEMENT OF THE CONCRETE. TACK WELDING

OF REBAR JOINTS IN GRADE BEAMS, WALL, OR CAGES IS NOT ALLOWED. WHERE WELDING OF

REBAR IS SHOWN IN THE DRAWINGS , ALL REBAR TO BE WELDED SHALL BE ASTM A706 GRADE

60.

SPECIAL INSPECTIONS

1. CONCRETE

A. SPOT FOOTINGS - NOT REQUIRED (IBC 1705.3 EXCEPTION 1)

B. CONTINUOUS FTGS. - NOT REQUIRED (IBC 1705.3 EXCEPTION 2.3)

C. SLABS - NOT REQUIRED (IBC 1705.3 EXCEPTION 3)

D. GRADE BEAM - NOT REQUIRED (IBC 1705.3 EXCEPTION 4)

E. WALLS - NOT REQUIRED (IBC 1705.3 EXCEPTION 4)

F. ANCHOR RODS/BOLTS - REQUIRED (IBC TABLE 1705.3) SPECIAL INSPECTION MAY BE WAVED SUBJECT TO

THE APPROVAL OF THE BUILDING OFFICIAL.

2. STEEL REINFORCEMENT

A. PLACEMENT - THIRD PARTY SPECIAL INSPECTION OF REINFORCING PLACEMENT ONLY BE PERFORMED

WHERE SPECIFICALLY REQUIRED BY THE BUILDING OFFICIAL.

B. WELDING - SPECIAL INSPECTION OF REBAR WELDING IS REQUIRED ( IF ANY I S USED)

MISCELLANEOUS

1. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY VARIATIONS IN DIMENSIONS.

2. THE ENGINEER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THESE PLANS UNLESS SUCH CHANGES

ARE AUTHORIZED IN WRITING BY THE ENGINEER.

DATE

D R

A W

L E

P R

O J E

C T

N A

M E

C L

N T

PROJECT NO.: PROJ. MGR.

DATE: DRWN. BY:

SCALE: CHKD. BY:

DRAWING NO:

SHEET NO.

R E

w w w .t y lin

.c o m

L e e d s A v e n u e

S u it e a rl e s to n S o u th

C a ro lin a

-5

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-5

-0

07/18/18

S-001

GSI

MTP

650205.00 DJR

G E

N E

R A

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O T

E S

B B

R E

N S

U N

D S

T A

T E

S F

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07/18/18

S A

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I- F

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C R

S U

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F O

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S T

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2 3 4 5

F4.5

78'-0"

17'-0" 20'-0" 20'-0" 21'-0"

E O

S E

O S

E O

S E

O S

EOS EOS

F4.5

-2'-0"

S-101

Sim

S-101

Sim

S-101

Sim

S-101

Sim

2'-0"

S-101

PIE

R 2X2

PIE

TYP PROVIDE #4- 6' LONG

AROUND SLAB OPENINGS,

COORDINATE LOCATIONS

W/ MECH

CONTROL JOINTS,

FIELD LOCATED

@ 12' MAX

5" SLAB, SEE

GENERAL NOTES

PIE

R 2X4

-2'-0"

#5 HAIRPIN W/ 12' LEGS

(TYP AT FTGS SHOWN)

S-101

Sim

#4 VERTICALS

@ 12" OC

#4 CONTINUOUS HORIZONTAL

BAR @ TOP AND BOTTOM OF

THICKENED SLAB EDGE, BARS

SHALL BE CONTINUOUS

THROUGH SPOT FOOTINGS

12" MIN

BOND BREAKER

BOTTOM SURFACE

SEALANT 1/2"

"SJ" SAW JOINT DETAIL

EPOXY

SEALANT

S A

W C

U T

"CJ" CONSTRUCTION

JOINT DETAIL

* SAW CUTS MADE SOON AS

POSSIBLE AFTER HARDENING

SMOOTH

UNBONDED

DOWELS

1/2" X 18" @ 18" O.C.

#4 HOOP

(16)- #6 VERTICAL

REINFORCING

2'-0"

T/FTG @ PIER

(-)2' - 0"

F/FLOOR

0' - 0"

#6 VERTICAL REINFORCING

#4 HORIZONTAL REINF @ 3" OC

& 6" OC

SEE PLANS FOR FOOTING

SIZE AND REINFORCING

5" SLAB W/ 4X4~W1.4X1.4 WWR

E M

B E

D M

E N

STOP PIER AT BTM OF SLAB,

EXTEND REBAR INTO SLAB

ANCHOR BOLTS, SEE

BUILDING DRAWINGS

#4 HOOP

2'-0"

(28)- #6 VERTICAL

REINFORCING

3/4" CHAMFER

(TYP)

3/4" CHAMFER

(TYP)

S E

E S

C H

E D

U L E

SEE SCHEDULE

C L R

C L

ANCHOR BOLTS, SEE BUILDING

DRAWINGS

(PROVIDED BY CONTRACTOR)

TYPICAL ANCHOR ROD DIMENSIONS

1/2" *

5/8"

3/4"

7/8"

1-1/8"

1-1/4"

DIA.

10"

12"

14"

18"

22"

24"

EMBED

TOP OF

CONCRETE

L E

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T H

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B E

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P R

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C T

P E

R A

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H O

R P

L A

* AT OPENING JAMBS, 1/2"Ø X 6" EPOXY ANCHORS MAY BE USED IN LIEU OF

CAST-IN-PLACE ANCHORS . OPENING JAMB ANCHORS ARE NOT SHOWN ON

THIS DRAWING, SEE METAL BUILDING ANCHOR PLAN.

DATE

D R

A W

L E

P R

O J E

C T

N A

M E

C L

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PROJECT NO.: PROJ. MGR.

DATE: DRWN. BY:

SCALE: CHKD. BY:

DRAWING NO:

SHEET NO.

R E

w w w .t y lin

.c o m

L e e d s A v e n u e

S u it e a rl e s to n S o u th

C a ro lin a

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-5

-0

07/18/18

S-101

GSI

RAH

650205.00 DR

F O

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07/18/18

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I- F

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PLAN

NORTH

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

T/SLAB

1 1/2" = 1'-0"S-101

2 THICKENED SLAB EDGE DETAIL

FOOTING SCHEDULE

TYPE LENGTH* WIDTH THICKNESS REINFORCEMENT

F4 4'-0" 4'-0" 1'-6" #6 @9" EW T&B

F4.5 4'-6" 4'-6" 1'-6" #6 @9" EW T&B

F6 6'-0" 5'-0" 1'-6" #6 @9" EW T&B

F8 8'-0" 5'-0" 1'-6" #6 @9" EW T&B

STRUCTURAL FOUNDATION/SLAB NOTES

1. TYPICAL SLAB ON GRADE CONSTRUCTION IS 5" SLAB W/ ONE LAYER OF 4X4

~W1.4X1.4 WWR WITH 15 MIL VAPOR RETARDER ON COMPACTED SUBGRADE,

PER GEOTECH REPORT. SEE DETAILS FOR CONSTRUCTION JOINT

REQUIREMENTS

2. TYPICAL T/FTG @ 0' - 0" UON

3. PIERS DETAIL 4/S-101

4. CONNECTIONS ALIGNMENT TO PRE-FABRICATED BUILDING TO BE CONFIRMED

BY CONTRACTOR.

5. CONSTRUCTION JOINTS @ 12' MAX

3/4" = 1'-0"S-101

3 TYPICAL CONCRETE SLAB JOINT DETAILS

3/4" = 1'-0"S-101

5 PIERS

N O

A T

E D

E S

C R

S U

E D

F O

R C

O N

S T

R U

C T

CONTRACTOR NOTE:

INSTALL ANCHOR ROD PER BUILDING ANCHOR PLAN

PROVIDE ANCHOR RODS PER BUILDING ANCHOR

PLAN AND TYPICAL ANCHOR ROD DIMENSIONS

SCALE: 1 1/2" = 1'-0"S-101

FOOTING DETAIL4

* LENGTH IN EAST/WEST DIRECTION

Attachment E Drawings 7-12-18

1-19

SRS_Elec Exterior Drawings (07-12-18)

Sheets

E-101 - ELECTRICAL POWER & GROUNDING PLAN

E-102 - ELECTRICAL LIGHTING PLAN

650205.00_SAVAN_RIVER - MEP_kayce.mccall249ER

Sheets

E-001 - ELECTRICAL NOTES, LEGENDS, & ABBREVIATIONS

E-501 - ELECTRICAL SCHEDULES

E-701 - ELECTRICAL DETAILS

EDS101-ELEC-DEMO ESD-101 (1)

ES101-ELEC_KJG ES-101 (1)

Structure foundation_7-18-18

Sheets

S-001 - GENERAL NOTES & ABBREVIATIONS

S-101 - FOUNDATION PLAN

File details come from the government source that posted it.