B08-Attach-2--Drawings.pdf

PDF 41 MB Posted Mar 26, 2024

Attached to: NC-MATTAMUSKEET NWR-REPLACE QRTS 41&43
Solicitation number: 140FC124R0017
Issued by: Department of the Interior Fish and Wildlife Service

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Written by GovTribe AI · Mar 26, 2024

This document appears to be engineering drawings associated with the federal contract opportunity to replace Quarters 41 and 43 at the Mattamuskeet National Wildlife Refuge in North Carolina. The contract opportunity, Solicitation Number 140FC124R0017, is being issued by the Department of the Interior Fish and Wildlife Service. The drawings likely provide detailed specifications and technical requirements for the construction or renovation work required under this contract. Key details such as the specific products, services, performance requirements, and pricing terms are not included in this attachment, as it only contains the engineering drawings. The summary information provided indicates this is part of a larger solicitation package for this federal contract opportunity.

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File	Type	Posted
B08-Attach-7_Clauses_and_Evaluation_Factors.pdf	PDF	Mar 26, 2024
B08-Attach-4-DBA_Min__Wage_RatesDBA_Min__Wage_Rates.pdf	PDF	Mar 26, 2024
B08-Attach-6-Asbestos_Report.pdf	PDF	Mar 26, 2024
Sol_140FC124R0017.pdf	PDF	Mar 26, 2024
B08-Attach-3-Specfications.pdf	PDF	Mar 26, 2024
B08-Attach-5-Price_Sheet.xlsx	XLSX spreadsheet	Mar 26, 2024
B08-Attach-1-SOW.pdf	PDF	Mar 26, 2024

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08/18/2023 cknight Stamp cknight Stamp

CODE SUMMARY

APPLICABLE CODES:

· NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022 EDITION.

· NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019 EDITION.

· NFPA 13R, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN LOW-RISE RESIDENTIAL OCCUPANCIES, 2022 EDITION

· NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION, 2019 EDITION.

· NFPA 70, NATIONAL ELECTRICAL CODE®, 2020 EDITION.

· NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE®, 2019 EDITION.

· NFPA 101, THE LIFE SAFETY CODE®, 2021 EDITION.

· 2021 INTERNATIONAL BUILDING CODE (IBC)

NFPA 101 CLASSIFICATIONS:

RESIDENTIAL, LODGING OR ROOMING HOUSE (NFPA 101, PARAGRAPH 6.1.8.2)

BUSINESS (NFPA 101, PARAGRAPH 6.1.11.1)

STORAGE (NFPA 101, PARAGRAPH 6.1.13.1)

IBC CLASSIFICATIONS:

RESIDENTIAL GROUP R-2 (IBC SECTION 310)

BUSINESS GROUP B (IBC, SECTION 304)

STORAGE GROUP S-1 (IBC, SECTION 311)

CONSTRUCTION IS CLASSIFIED AS TYPE II-B (NON-COMBUSTIBLE, NON-RATED) PER IBC, TABLE 601, AND NFPA TYPE II (000) PER NFPA 220, TABLE 4.1.1.

BASE ALLOWABLE HEIGHT AND AREA FROM TABLE 503 AND 506 FOR A 1-STORY BUILDING (SPRINKLERED):

RESIDENTIAL R-2: 64,000 SF, 60 FEET

STORAGE GROUP S-1: 70,000 SF, 55 FEET

ACTUAL HEIGHT AND AREA:

TOTAL AREA OF THE BUILDING: 3,500 SF

HEIGHT: 1-STORY, 20 FEET

EXISTING FIRE-RATED BUILDING ELEMENTS:

EXTERIOR BEARING WALLS NONE

EXTERIOR NON-BEARING WALLS NONE

FLOOR CONSTRUCTION NONE

ROOF CONSTRUCTION NONE

ROOF COVERING (CLASSIFICATION) NONE

INTERIOR BEARING WALLS NONE

PRIMARY STRUCTURAL FRAME NONE

OCCUPANT LOAD FACTORS PER NFPA 101, TABLE 7.3.1.2:

USE OCCUPANT LOAD FACTOR

KITCHEN 100 SF/OCCUPANT

STORAGE 500 SF/OCCUPANT

ASSEMBLY 15 NET SF / OCCUPANT

DORMITORIES 200 GROSS SF/ OCCUPANT

REQUIRED NUMBER OF EXITS:

UP TO 500 OCCUPANTS NOT LESS THAN TWO MEANS OF EGRESS

PROVIDED NUMBER OF EXITS:

FIRST FLOOR 4 EXITS

MINIMUM EGRESS WIDTHS PER NFPA 101, PARAGRAPH 7.2:

DOORS (NFPA 101, SECTION 7.2.1.2.3) (0.20 INCHES PER OCCUPANT): 32 INCHES

CORRIDORS (NFPA 101, SECTION 7.3.4 & 39.2.3.2) (0.20 INCHES PER OCCUPANT):

TYPICAL: 44 INCHES

AREAS SERVING LESS THAN 50 PERSONS (NFPA 101, SECTION 7.3.4) 36 INCHES

ALLOWABLE TRAVEL DISTANCE (NFPA 101, PARAGRAPH 26.2.1.1, and 42.2.6):

RESIDENTIAL 75FT, DOOR OR HALL DIRECTLY TO THE OUTSIDE OF THE BUILDING

STORAGE 200 FT

ACTUAL MAXIMUM TRAVEL DISTANCE 45 FT

ALLOWABLE DEAD END (NFPA 101, PARAGRAPH 24, 26, and 42.2.5):

RESIDENTIAL NONE REQUIRED, SEE CHAPTER 26 FOR ADDITIONAL ARRANGEMENT OF MEANS OF EGRESS REQUIREMENTS

STORAGE 50 FT

ACTUAL MAXIMUM DEAD END NONE

ALLOWABLE COMMON PATH (NFPA 101, PARAGRAPH 24, 26, and 42.2.5):

RESIDENTIAL NONE REQUIRED, SEE CHAPTER 26 FOR ADDITIONAL ARRANGEMENT OF MEANS OF EGRESS REQUIREMENTS

STORAGE 50 FT

ACTUAL MAXIMUM COMMON PATH 18 FT

DRAWN:

CHECK:

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U C

CODE SUMMARY

JJJHS

0LS001

- KITCHEN (100 SQFT/PERSON)

- STORAGE (500 SQFT/PERSON)

- DORMITORIES (200 SQFT/PERSON)

- ASSEMBLY, LESS CONCENTRATED

(15 SQFT/PERSON)

LIFE SAFETY FLOOR PLAN

SCALE: 1/8" = 1'-0"LS101

LEGEND - LIFE SAFETY

8 0 8 16

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

GRAPHIC SCALE

PLAN

NORTH

LIFE SAFETY NOTES:

SEE LS001 FOR THE LIFE SAFETY CODE SUMMARY

DRAWN:

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N O

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LIFE SAFETY FLOOR PLAN

0LS101

TRAVEL DISTANCE 45'

COMMON PATH 18'

1HR1HR

1H R

SMK SMK SMK

SMK SMK SMK SMK SMK

SMK

K SMK SMK SMK

TRAVEL DISTANCE 30'

- TRAVEL DISTANCE

- EXIT SIGN

- FIRE EXTINGUISHER ON BRACKET

- EXIT CAPACITY

- NUMBER OF OCCUPANTS USING EXIT

- 2 HOUR FIRE RATED WALL

- 1 HOUR FIRE RATED WALL

- SMOKE PARTITION

2HR

1HR

SMK

LEGEND - LIFE SAFETY

LIFE SAFETY FLOOR PLAN

SCALE: 1/8" = 1'-0"LS102

8 0 8 16

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

GRAPHIC SCALE

PLAN

NORTH

LIFE SAFETY NOTES:

SEE LS001 FOR THE LIFE SAFETY CODE SUMMARY

DRAWN:

CHECK:

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LIFE SAFETY FLOOR PLAN

0LS102

V-001

SURVEY

DRAWN:

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CAT

KDC

SMS

C-001

CIVIL NOTES,

LEGENDS, AND

ABBREVIATIONS

1. ALL WORK MUST BE PERFORMED IN STRICT COMPLIANCE WITH THE MOST CURRENT

APPLICABLE FEDERAL, STATE , AND LOCAL LAWS AND REGULATIONS, INCLUDING BUT NOT

LIMITED TO, ENVIRONMENTAL PROTECTION AGENCY (EPA), OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA), NATIONAL EMISSIONS STANDARDS FOR HAZARDOUS AIR

POLLUTANTS (NESHAPS), AND NATIONAL INSTITUTE OF OCCUPATIONAL SAFETY AND HEALTH

(NIOSH).

2. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT OF AN UNUSUAL NATURE IS

ENCOUNTERED, CEASE WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER.

3. GRADING, EXCAVATING, AND CONSTRUCTION OF THE PROJECT MUST NOT COMMENCE UNTIL

THE APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SPECIFIED

ON THIS PLAN.

4. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL GRADED AREAS.

5. IF PORTABLE TOLIETS ARE NECESSARY FOR THE CONSTRUCTION OF THE PROJECT, LOCATE A

MINIMUM OF 25 FEET AWAY FROM THE NEAREST STORMWATER FEATURE (INLET, SWALE,

POND, ETC.).

6. A SMOOTH GRADE MUST BE MAINTAINED FROM EDGE OF EXISTING PAVEMENT TO CURB AND

GUTTER AND/OR PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE

PONDING OF ANY WATER ON THE PAVEMENT. REMOVE AND RECONSTRUCT EXISTING

PAVEMENT AND/OR CURB AS DICTATED BY FIELD CONDITIONS TO PROVIDE POSITIVE

DRAINAGE AT TIE-IN-POINTS.

7. ALL SOLID WASTE, HAZARDOUS WASTE, AND HAZARDOUS MATERIALS MUST BE MANAGED IN

ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL

REGULATIONS.

8. ALL EXISTING UTILITIES MAY OR MAY NOT BE SHOWN IN THEIR EXACT LOCATION. CONTRACTOR

TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.

9. REPAIR ANY ACTIVE UTILITIES DAMAGED DURING CONSTRUCTION AND NOTIFY THE

CONTRACTING OFFICER OF THE DAMAGE.

10. LENGTHS OF LINES INDICATED ON THE DRAWINGS FOR UTILITY SYSTEMS ARE APPROXIMATE

ONLY. DETERMINE THE EXACT AMOUNT OF PIPING REQUIRED TO FURNISH A COMPLETE

WORKING SYSTEM IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS.

11. SUBMIT A UTILITY OUTAGE REQUEST A MINIMUM OF SEVEN (7) DAYS IN ADVANCE OF ANY

UTILITY OUTAGE.

12. PHASE CONSTRUCTION IN ORDER TO MINIMIZE DISRUPTION TO UTILITIES DURING

INSTALLATION, DEMOLITION, AND REMOVAL.

GENERAL CIVIL NOTES

THE PURPOSE OF THE EROSION CONTROL MEASURES SHOWN ON THESE PLANS IS TO PRECLUDE THE TRANSPORT OF ALL WATERBORNE SEDIMENTS RESULTING FROM CONSTRUCTION ACTIVITIES FROM ENTERING ONTO ADJACENT PROPERTIES OR STATE WATERS. IF FIELD INSPECTION REVEALS THE INADEQUACY OF THE PLAN TO CONFINE SEDIMENT TO THE PROJECT SITE, APPROPRIATE MODIFICATIONS WILL BE MADE TO CORRECT ANY PLAN

DEFICIENCIES.

1. THE CONTRACTOR MUST BE THOROUGHLY FAMILIAR WITH ALL APPROVED PROCEDURES, WHICH MAY BE PERTINENT TO THE PROJECT. MAINTENANCE WILL INCLUDE THE REPAIR OF MEASURES DAMAGED BY ANY

SUBCONTRACTOR INCLUDING THOSE OF THE PUBLIC UTILITY COMPANIES.

2. SEDIMENT CONTROL DEVICES NOT LOCATED IN PROPOSED FILL OR EXCAVATION AREAS MUST BE

CONSTRUCTED PRIOR TO ALL OTHER LAND DISTURBANCE.

3. SURFACE FLOWS OVER CUT AND FILL SLOPES MUST BE CONTROLLED BY REDIRECTING FLOWS FROM

TRAVERSING THE SLOPES.

4. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO ENSURE THEIR INTENDED PURPOSE IS ACCOMPLISHED. CONTRACTING OFFICER APPROVAL WILL BE

REQUIRED FOR OTHER DEVIATION FROM THE APPROVED PLANS.

5. TEMPORARY STOCKPILES OF SOIL / TOPSOIL EXCAVATED DURING SITE CONSTRUCTION MUST BE KEPT ONSITE

AT A TEMPORARY LOCATION IN ACCORDANCE WITH STATE AND FEDERAL LAW.

6. TEMPORARY VEGETATIVE COVER MUST BE PROVIDED IN ALL AREAS WHICH ARE NOT DESIGNATED FOR PAVING, UNDERGROUND UTILITIES, OR STRUCTURAL USES. SUCH AREAS MUST NOT BE EXPOSED FOR PERIODS EXCEEDING 14 DAYS. TEMPORARY VEGETATIVE COVER MAY BE ELIMINATED IN FAVOR OF FINAL

VEGETATIVE COVER IF CONSTRUCTION AND SEASONAL CONDITIONS PERMIT.

7. ALL AREAS DESIGNATED FOR PAVING, UNDERGROUND UTILITIES, AND STRUCTURAL USE MUST BE COMPACTED, SEEDED, AND MULCHED AS SOON AS POSSIBLE BUT NOT EXCEEDING 14 DAYS FOLLOWING

INSTALLATION. NO MORE THAN 500' OF UTILITY TRENCHES ARE TO BE OPEN AT ONE TIME.

8. THE TERM SEEDING, FINAL VEGETATIVE COVER OR STABILIZATION, ON THIS PLAN MUST MEAN THE SUCCESSFUL GERMINATION AND ESTABLISHMENT OF A STABLE GRASS COVER FROM A PROPERLY PREPARED SEEDBED CONTAINING THE SPECIFIED AMOUNTS OF SEED, LIME, AND FERTILIZER. IRRIGATION MUST BE

REQUIRED AS NECESSARY TO ENSURE ESTABLISHMENT OF GRASS COVER.

9. INLET PROTECTION MUST BE PROVIDED FOR ALL CULVERTS AS SOON AS PRACTICAL.

10. BASE COURSE MATERIAL MUST BE PLACED IN ALL PAVED AREAS WITHIN 30 DAYS OF FINAL GRADING.

11. TEMPORARY EROSION CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES MUST BE REMOVED WITHIN 30 DAYS.

TRAPPED SEDIMENT MUST BE SPREAD AND SEEDED.

12. SEED AND MULCH AND PROVIDE TOPSOIL TO ALL DISTURBED AREAS THAT WILL NOT BE COVERED WITH

PAVEMENT.

13. THE LIMITS OF DISTURBANCE FOR PHASE 1 AND PHASE 2 ARE 0.50 AC AND 0.11 AC, RESPECTIVELY. THIS IS A

TOTAL COMBINED AREA OF 0.61 AC.

GENERAL EROSION AND SEDIMENT CONTROL NOTES LEGENDABBREVIATIONS

DRAWN:

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OHE

EXISTING DESIGNABANDONED ABAN

ACRE AC

APPROXIMATE APPROX

ASPHALT ASPH

AVENUE AVE

BUILDING BLDG

CAST IRON CI

CAST IRON PIPE CIP

COMMUNICATION COMM

CONCRETE CONC

CONTROL POINT CP

CUBIC YARDS CY

CURB & GUTTER CG

DEED BOOK DB

DEMOLITION/DEMOLISH DEMO

DETAIL DET

DUCTILE IRON PIPE DIP

EACH EA

EASTING E

ELECTRICAL ELEC

ELEVATION ELEV

EROSION & SEDIMENT CONTROL E&S

EXISTING EX

INVERT INV

IRON PIN IP

LINEAR FOOT LF

MANHOLE MH

MAXIMUM MAX

MINIMUM MIN

NATURAL GAS NG

NORTHING N

NOT APPLICABLE N/A

NOT TO SCALE NTS

ORIGINAL ORIG

OVERHEAD OH

PAGE PG

PAVEMENT PVMT

POLYVINYL CHLORIDE PIPE PVC

POWER POLE PP

QUANTITY QTY

RIGHT OF WAY ROW

SANITARY SEWER SS

SHEET SHT

SPECIFICATION SPEC

SQUARE FOOT SF/SQ FT

SQUARE YARD SY

STANDARD STD

STATION STA

STORM SEWER SD

STREET ST

TO BE ABANDONED TBA

TO BE REMOVED TBR

TYPICAL TYP

UNDERGROUND UG

WATER W

WITH W/

WITHOUT W/O

UNDERGROUND TELEPHONE

DITCH CENTERLINE

PROPERTY BOUNDARY

ADJOINING PROPERTY LINE

SANITARY SEWER FORCE AND GRAVITY

SHORELINE

OVERHEAD UTILITY LINES

MAJOR CONTOURS

MINOR CONTOURS

WATER

UNDERGROUND ELECTRIC

UNDERGROUND CABLE

UNDERGROUND COMMUNICATIONS

LIMITS OF CONSTRUCTION

DEMOLITION

TREE LINE

CHAIN LINK FENCE

EDGE OF WATER

CONCRETE MONUMENT

SET CONCRETE MONUMENT

SET IRON ROD

IRON ROD

IRON PIPE

PINCHED PIPE

TELEPHONE PEDESTAL

UTILITY POLE

GUY WIRE

SPOT GROUND ELEVATION

WATER METER

STREET ADDRESS

CONCRETE

ASPHALT

BUILDING

DEMOLITION

UGE

CATV

COMM

THE FOLLOWING PROVIDES A SUGGESTED SEQUENCE OF MAJOR WORK ACTIVITIES IN AN

ANTICIPATED ORDER OF OPERATIONS.

1. INSTALL TEMPORARY STONE CONSTRUCTION ENTRANCES.

2. INSTALL EROSION AND SEDIMENT CONTROL PRACTICES AS IS PRACTICABLE.

3. CLEAR/DEMOLISH THE PLANNED DISTURBED AREA FOR PHASE 1 AND REMOVE DEBRIS TO A

SUITABLE LOCATION.

4. INSTALL UTILITIES AND INLET PROTECTION AS IS PRACTICABLE.

5. BRING GRADES TO DESIRED ELEVATION.

6. STABILIZE ALL DISTURBED AREAS WITH PERMANENT VEGETATION.

7. EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL RELEASED BY THE GOVERNING

AGENCY.

8. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.

9. STABILIZE AREAS AFFECTED BY THE REMOVAL OF TEMPORARY E&S MEASURES.

10. REPEAT STEPS 1-9 FOR PHASE 2 DEMOLITION AS PRACTICABLE.

SUGGESTED SEQUENCE OF CONSTRUCTION

X X X

X X

XXX

X X

T T

X X

X X X X X X X X

X X

LIMITS OF CONSTRUCTION (0.53 AC)

LIMITS OF CONSTRUCTION (0.11 AC)

CAT

KDC

SMS

C-002

OVERALL PLAN

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0 30' 60'

SCALE: 1" = 30'

IF THIS DRAWING IS REDUCED,

GRAPHIC SCALE MUST BE USED.

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR SITE NOTES, LEGENDS, AND

ABBREVIATIONS

T T

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

CAT

KDC

SMS

CE101

EXISTING CONDITIONS

AND DEMOLITION PLAN -

PHASE 1

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0 10' 20'

SCALE: 1" = 10'

IF THIS DRAWING IS REDUCED,

GRAPHIC SCALE MUST BE USED.

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR CIVIL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. ROUTING OF EXISTING WATER, ELECTRICAL,

COMMUNICATIONS, AND GAS SERVICE IS UNKNOWN.

CONTRACTOR MUST FIELD VERIFY UTILITY TIE-IN

LOCATIONS PRIOR TO ORDERING MATERIALS.

COORDINATE INSPECTION OF EXISTING PROPANE

TANK WITH LOCAL SUPPLIER TO ENSURE ACCEPTABLE

USE.

3. DEMO ELECTRICAL CONDUIT BACK TO SOURCE. DEMO

COMMUNICATIONS TO EXTENTS FEASIBLE. THE INTENT

IS TO NOT DISTURB ANY EX SITE FEATURES OTHER

THAN WHAT IS SHOWN.

WORK NOTES

1 DEMO BLDG, STAIRS, AND PORCH. DEMO PROPANE

GAS, ELEC CONDUIT, AND WATER UTILITY BACK TO

MAIN SOURCE (GEN. NOTE 2)

2 DEMO CONCRETE SIDEWALKS AND PATIOS

3 REMOVE HVAC AND DEMO CONCRETE EQUIPMENT PAD

4 REMOVE FENCE AND POSTS

5 REMOVE ANTENNA

6 DEMO EX SANITARY SEWER SERVICE AND

STRUCTURES. PATCH LIFT STATION INV IN HOLE WITH

NON-SHRINK GROUT

7 SAWCUT AND REMOVE FULL DEPTH ASPHALT. THE

INTENT IS TO HAVE A FLUSH SEAM ABUT TO EX

ASPHALT DRIVEWAY

8 REMOVE AND PROTECT EX PROPANE TANK THAT WILL

BE REUSED. DEMO EX GAS LINE (GEN. NOTE 2)

9 DEMO CLOTHES LINE, POSTS, AND FOUNDATIONS

10 DEMO ABANDONED POWER POLE AND FOUNDATION

11 DEMO GARAGE AND ELECTRICAL CONDUIT BACK TO

SOURCE (GEN. NOTE 2)

12 DEMO GENERATOR STAND AND FOUNDATION

13 DEMO EX STORM CULVERT PIPE

14 PROTECT EX ASPHALT DRIVE, WITH EXCEPTION TO

UTILITY WORK, TO BE RESTORED BACK TO

PRE-CONSTRUCTION CONDITIONS. CONTRACTOR IS

RESPONSIBLE FOR DAMAGES INCURRED TO DRIVEWAY

DURING CONSTRUCTION

KEYPLAN

PROTECT EX TREELINE

PROTECT EX LIFT STATION

THAT IS TO REMAIN

OPERATIONAL THROUGHOUT

DURATION OF CONSTRUCTION.

PROTECT EXISTING

COMMUNICATIONS

PEDESTAL

PROTECT EX TREE

X X X X X X X X

X X

XXXXXXXX

X X

X X X X X

X X

XXXX

X X

T T

CAT

KDC

SMS

CE102

EXISTING CONDITIONS

AND DEMOLITION PLAN -

PHASE 2

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0 10' 20' 40'

SCALE: 1" = 20'

IF THIS DRAWING IS REDUCED,

GRAPHIC SCALE MUST BE USED.

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR CIVIL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. PHASE 2 DEMOLITION WILL TAKE PLACE AFTER THE

COMPLETION OF THE BUNKHOUSE (PHASE 1). THE

INTENT IS TO PHASE THE PROJECT IN ORDER TO

MAINTAIN ADEQUATE HOUSING UNTIL THE BUILDING IS

NO LONGER NEEDED.

3. ROUTING OF EXISTING WATER, ELECTRICAL,

COMMUNICATIONS, AND GAS SERVICE IS UNKNOWN.

CONTRACTOR MUST FIELD VERIFY UTILITY TIE-IN

LOCATIONS PRIOR TO ORDERING MATERIALS.

4. DEMO ELECTRICAL CONDUIT BACK TO SOURCE. DEMO

COMMUNICATIONS TO EXTENTS FEASIBLE. THE INTENT

IS TO NOT DISTURB ANY EX SITE FEATURES OTHER

THAN WHAT IS SHOWN.

5. CONTRACTOR MUST PROVIDE GENERAL EROSION AND

SEDIMENT CONTROL MEASURES INCLUDING BUT NOT

LIMITED TO SILT FENCE AND SEEDING TO ENSURE NO

SEDIMENT LADEN RUNOFF LEAVES THE SITE. SITE

MUST BE GRADED TO ENSURE POSITIVE DRAINAGE AT

THE COMPLETION OF WORK.

WORK NOTES

1 DEMOLISH BUILDING, STAIRS, AND PORCH. DEMOLISH

PROPANE GAS, ELECTRICAL CONDUIT, AND WATER

UTILITY BACK TO MAIN SOURCE

2 DEMOLISH CONCRETE SIDEWALKS AND PATIOS

3 REMOVE HVAC AND DEMOLISH CONCRETE EQUIPMENT

PAD

4 SAWCUT AND REMOVE FULL DEPTH ASPHALT. THE

INTENT IS TO HAVE A FLUSH SEAM ABUT TO EXISTING

ASPHALT DRIVEWAY

5 DEMOLISH EXISTING SANITARY SEWER AND

STRUCTURES

6 CUT AND CAP EXISTING SANITARY PIPE APPROX. 1'

FROM STRUCTURE. PROVIDE WOODEN STAKE AT CAP

LOCATION

7 PROTECT EXISTING ASPHALT DRIVE, WITH EXCEPTION

TO UTILITY WORK, TO BE RESTORED BACK TO

PRE-CONSTRUCTION CONDITIONS. CONTRACTOR IS

RESPONSIBLE FOR DAMAGES INCURRED TO DRIVEWAY

DURING CONSTRUCTION

KEYPLAN

20'

5' TYP

12'

32.5'

N83°44'15"E

N 631443.37 E 2839760.32

ROOF OVERHANG

11.67'

10' MIN

CAT

KDC

SMS

CS101

SITE PLAN AND

DIMENSIONAL LAYOUT

DRAWN:

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R oa d, B ui ld in g

Su ite

At la nt a, G A

w ile yw ils on .c om

E m pl oy ee -O w ne d

0 10' 20'

SCALE: 1" = 10'

IF THIS DRAWING IS REDUCED,

GRAPHIC SCALE MUST BE USED.

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR SITE NOTES, LEGENDS, AND

ABBREVIATIONS

WORK NOTES

DETAIL

1 5' CONCRETE SIDEWALK 12/C-501

2 ASPHALT PAVEMENT 11/C-501

3 HANDICAP PARKING SPACE 10/C-501

4 DETECTABLE WARNING SURFACE 1/C-502

5 HANDICAP PARKING SIGNAGE 6/C-501

6 HANDICAP PARKING MARKER 7/C-501

7 CONCRETE EQUIPMENT PAD E/S-302

8 STAIRS E/S-301

9 10' X 12' CONCRETE DUMPSTER PAD 5/C-502

10 CONCRETE PAD FOR PROPANE TANKS 4/C-502

11 PARKING SPACE (TYP OF 11) 8/C-501

12 ADA RAMP A-431

13 PRECAST CONCRETE WHEEL STOP 13/C-501

T T

W W

U G

E UGE

UGE

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

12+90

9+98 10+00

11+00

9+98

10+00

10+49

EX. PUMP STATION

SEPTIC TANK

CO-1

BLDG CONNECTION

CO-2

10' MIN

CAT

KDC

SMS

CU101

UTILITY PLAN

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0 10' 20'

SCALE: 1" = 10'

IF THIS DRAWING IS REDUCED,

GRAPHIC SCALE MUST BE USED.

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR SITE NOTES, LEGENDS, AND

ABBREVIATIONS

2. RECORDS INDICATE WATER LINE NEAR THE ROAD, BUT

HAS NOT BEEN LOCATED IN THE SURVEY.

CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF

EXISTING WATER LINE PRIOR TO ORDERING

MATERIALS.

WORK NOTES

DETAIL

1 3" WATER SERVICE CU201

2 3" SPRINKLER SERVICE N/A

3 6" SANITARY SEWER CU202

4 4" SANITARY SEWER CLEANOUT 2/C-502

5 12" x 18" ELLIPTICAL CLASS IV RCP

CULVERT CU202

6 1500 GALLON SEPTIC TANK N/A

7 1000 AND 500 GAL PROPANE TANKS N/A

8 4" SANITARY SEWER N/A

9 90° BEND N/A

10 POST INDICATOR VALVE N/A

11 GATE VALVE N/A

12 3"X2" TEE N/A

13 2-4" C PVC-40 UNDERGROUND

COMMUNICATION RACEWAYS E0-1

14 2-4"C PVC-40 UNDERGROUND ELECTRIC

RACEWAYS E0-1

15 FIRE DEPARTMENT CONNECTION 1/FP501

16 PAVEMENT PATCH 6/C-502

T T

5.50

3.41

3.00

3.13

3.90 3.80

4.77 4.67

4.67 4.62

4.454.45

4.354.454.45

5.16 5.16

4.454.45

4.35

5.06 5.16

5.16

5.06 5.16

5.16

5.50

5.06

FFE = 7.50

4.00

5.50

7.50

5.15

5.00

5.25

5.75 CONC PAD

CAT

KDC

SMS

CG101

GRADING PLAN

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Su ite

At la nt a, G A

w ile yw ils on .c om

E m pl oy ee -O w ne d

0 10' 20'

SCALE: 1" = 10'

IF THIS DRAWING IS REDUCED,

GRAPHIC SCALE MUST BE USED.

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR SITE NOTES, LEGENDS, AND

ABBREVIATIONS

2. AFTER SITE TOPSOIL STRIPPING, THE SITE MUST BE

COMPACTED IN PLACE WITH A MEDIUM WEIGHT

VIBRATORY KNEEDING ROLLER TO DENSIFY NEAR

SURFACE SOILS LOOSENED BY DEMOLITION AND

STRIPPING. THE IN PLACE COMPACTION MUST BE

OBSERVED BY A REPRESENTATIVE OF A QUALIFIED

TESTING FIRM AND MUST BE DISCONTINUED IF WATER

IS BROUGHT TO THE SURFACE. PRIOR TO PLACING

FILL IN THE BUILDING FOOTPRINT, IT IS RECOMMENDED

THAT A GEOGRID, SUCH AS MIAFI BXG110 IS PLACED

ON THE SUBGRADE. THE GEOGRID MUST BE PLACED

AT LEAST 12 INCHES BELOW DESIGN BEARING

ELEVATION FOR FOOTINGS, WHICH MAY REQUIRE

SOME SHALLOW EXCAVATION.

KEYPLAN

TIE PAVEMENT EDGE TO EX

PAVEMENT ELEVATIONS

T T

5.50

3.41

3.00

3.13

3.90 3.80

4.77 4.67

4.67 4.62

4.454.45

4.354.454.45

5.16 5.16

4.454.45

4.35

5.06 5.16

5.16

5.06 5.16

5.16

5.50

5.06

FFE = 7.50

4.00

5.50

7.50

5.15

5.00

5.25

5.75 CONC PAD

W W

U G

E UGE

UGE

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

12+90

9+98 10+00

11+00

9+98

10+00

10+49

EX. PUMP STATION

SEPTIC TANK

CO-1

BLDG CONNECTION

CO-2

CIP

TS PS

XXXXXXXXXXXXX

X X

CAT

KDC

SMS

CG102

EROSION AND SEDIMENT

CONTROL PLAN - PHASE 1

DRAWN:

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0 10' 20'

SCALE: 1" = 10'

IF THIS DRAWING IS REDUCED,

GRAPHIC SCALE MUST BE USED.

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR SITE NOTES, LEGENDS, AND

ABBREVIATIONS

SOIL TRACKING

PREVENTION DEVICE TP

SILT FENCE X XXSF

CULVERT INLET

PROTECTION CIP

EROSION AND SEDIMENT

CONTROL LEGEND

MULCHING, TEMPORARY

SEEDING, PERMANENT SEEDING

TS PS

X X X X X X X X

X X

XXXXXXXX

X X

X X X X X

X X

XXXX

X X

T T

XXXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X X X

TS PS

CIP

CAT

KDC

SMS

CG103

EROSION AND SEDIMENT

CONTROL PLAN - PHASE 2

0 10' 20'

SCALE: 1" = 10'

IF THIS DRAWING IS REDUCED,

GRAPHIC SCALE MUST BE USED.

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR SITE NOTES, LEGENDS, AND

ABBREVIATIONS

SOIL TRACKING

PREVENTION DEVICE TP

SILT FENCE X XXSF

CULVERT INLET

PROTECTION CIP

EROSION AND SEDIMENT

CONTROL LEGEND

MULCHING, TEMPORARY

SEEDING, PERMANENT SEEDING

TS PS

KEYPLAN

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WATER

-10

10+00 11+00 12+00 12+95

STA 12+59

GATE VALVE

STA 12+58

3"X2" MJ TEESTA 11+56

90° MJ HORIZ BEND

STA 9+98

SERVICE CONNECTION

ELEVATION UNKNOWN

EXISTING

GRADE

DESIGN

GRADE

3" PVC DOMESTIC WATER LINE

° M

R T

A . 1

STA 12+90

BUILDING CONNECTION

S A

A R

Y C

R O

S A

A R

Y C

R O

LOCATION OF EX WATERLINE AND SANITARY SEWER CROSSINGS IS UNKNOWN.

CONTRACTOR MUST FIELD VERIFY LOCATION OF WATER SERVICE CONNECTION.

3' MIN COVER

CAT

KDC

SMS

CU201

UTILITY PROFILES

DRAWN:

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10'0 20'

HORIZ: 1" = 30'

VERT: 1" = 10'

30'0 60'

IF THIS DRAWING IS REDUCED,

GRAPHIC SCALE MUST BE USED.

STORM CULVERT

-10

10+00 11+00 11+75

154 LF 12" x 18" ELLIPTICAL

CLASS IV RCP @ 0.36%

SANITARY

-10

10+00 11+00

C O

-1 C

N O

U T

V O

U T

2 LF

@ 2.62%

36 LF

@ 3.50%

. P

U M

O N

U M

O N

DESIGN

GRADE

DESIGN

GRADE

EXISTING

GRADE

EXISTING

GRADE

C O

-2 C

N O

U T

V O

U T

2 LF

@ 1.00%

DESIGN GRADE

CAT

KDC

SMS

CU202

UTILITY PROFILES

DRAWN:

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R oa d, B ui ld in g

Su ite

At la nt a, G A

w ile yw ils on .c om

E m pl oy ee -O w ne d

10'0 20'

HORIZ: 1" = 30'

VERT: 1" = 10'

30'0 60'

IF THIS DRAWING IS REDUCED,

GRAPHIC SCALE MUST BE USED.

SOIL TRACKING PREVENTION DEVICE

NOT TO SCALE1

RESERVED

PARKING

VAN

ACCESSIBLE

NOTES:

1. HANGING ORDER OF THE VAN ACCESSIBLE SPACE AND

PENALTY SIGN DOES NOT MATTER.

2. THE VAN ACCESSIBLE SIGN IS NOT REQUIRED BY CODE

AND MUST ONLY BE HUNG WHEN INDICATED ON THE

PLAN.

PENATLY $100-500

FINE TOW AWAY

ZONE

4' MIN

7.5"

1'-6"

7' MAX

3'-6" 6"

18"

12" X 18" 0.80 GA.

RETRO-REFLECTORIZED

ALUMINUM SIGN

INTERNATIONAL SYMBOL OF

ACCESSIBILITY. BORDER AND

LETTERING IN WHITE ON

BLUE BACKGROUND

ADDITIONAL SIGN STATING

"VAN ACCESSIBLE SPACE"

WHERE INDICATED ON PLAN

PENALTY SIGN AS

REQUIRED BY

IBC 1103.1.1

RADIUS 1 12" (TYP)

2" SQUARE GALVANIZED

SIGN POST SET IN

6" PIPE BOLLARD,

PAINT YELLOW, FILL

WITH GROUT

12" EXPANSION JOINT

4' DEEP X 18" DIA.

CONCRETE FOOTING

18'-0"

9'-0" 9'-0"

PRECAST CONCRETE

WHEEL BLOCK (TYP)

(DETAIL 13 THIS SHEET)

4" WHITE

STRIPING

(TYP)

34"

39"

48"

40.75"

SYMBOL COLOR:

WHITE

SQUARE

COLOR:

BLUE

18'-0"

9'-0"9'-0"

SILT FENCE BARRIER INSTALLATION

NOT TO SCALE2

ROCK BARRIER OUTLET

STRUCTURE FOR CULVERTS

NOT TO SCALE3

HANDICAP PARKING SIGNAGE

NOT TO SCALE6

HANDICAP PARKING MARKER

NOT TO SCALE7

STANDARD PARKING SPACE

NOT TO SCALE8 HANDICAP PARKING SPACE

NOT TO SCALE10 ASPHALT SECTION

NOT TO SCALE11

NOTES:

1. 5' WIDE SIDEWALK - TRANSVERSE FALSE JOINTS AT 5' INTERVALS, NO

LONGITUDINAL JOINTS.

2. 10' WIDE SIDEWALK / PLAZA AREAS - TRANSVERSE FALSE JOINTS AT 5'

INTERVALS, LONGITUDINAL FALSE JOINTS AT 5' INTERVALS.

3. EXPANSION JOINTS TO BE PLACED BETWEEN ADJACENT SLABS, AT BUILDING

LINE, AT CURBS, OR AT PENETRATING STRUCTURES.

DENSE-GRADED

AGGREGATE BASE

COURSE

6" x x x x x

PORTLAND CEMENT CONCRETE

(3500 PSI MIN.)

6 X 6 - W2.9 X W2.9 WWF

CONCRETE SIDEWALK SECTION

NOT TO SCALE12

2" ASPHALT SURFACE COURSE, NCDOT SF9.5A

PRIME & COVER

8" NCDOT ABC

COMPACTED SUBGRADE

REFER TO DETAIL 7

(SAME SHEET)

EDGE OF PARKING SPACE

3/4" Ø X 2' DOWELS

TO ANCHOR BLOCKS

TO PAVEMENT

NCDOT CLASS A CONCRETE

1" DIA.

3'-0"

10"

5'-8"

5'-9" 6"-0"

4" 8"

2" 6"

10"

PRECAST CONCRETE WHEEL STOP

NOT TO SCALE13

NOTE:

1. WHEEL STOPS MUST BE CENTERED IN THE WIDTH OF THE PARKING SPACE.

NOTES:

1. STRIPING MUST BE SOLID WHITE THERMOPLAST STRIPING. STRIPES

MUST BE 4" WIDE. SPACING BETWEEN DIAGONALS MUST BE 48"

APART.

45°

CAT

KDC

SMS

C-501

CIVIL DETAILS

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

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DESIGN:

DATE:

COMM NO:

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1.6" TO 2.35"

24"

SIDEWALK

RAMP

50% TO 60%

OF THE BASE

DIAMETER

DOME SPACING DOME SECTION

WHERE ISLANDS OR MEDIANS ARE LESS THAN 6

FEET WIDE, THE DETECTABLE WARNING SHOULD

EXTEND ACROSS THE FULL LENGTH OF THE CUT

THROUGH THE ISLAND OR MEDIAN

MAT DETAILS

SEE PLACEMENT GUIDELINES BELOW

REFUGE ISLANDSHARED CURB RAMP BLENDED CURB

PLACEMENT GUIDELINES

NOTES:

1. THE DETECTABLE WARNING SURFACE MUST BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS 6

TO 8 INCHES FROM THE FACE OF CURB.

2. FOR SKEWED APPLICATIONS DETECTABLE WARNING MUST BE PLACED SUCH THAT THE DOMES CLOSEST TO

THE BACK OF CURB ARE NO LESS THAN 0.5" AND NO MORE THAN 3.0" FROM THE BACK OF CURB. TRUNCATED

DOME SURFACES MUST BE FABRICATED TO PROVIDE FULL DOMES ONLY.

3. DETECTABLE WARNING SURFACE MUST BE PAID FOR IN ACCORDANCE WITH SECTION 611 OF THE

SPECIFICATIONS.

4. DETECTABLE WARNING SURFACES ARE REQUIRED AT STREET CROSSING & SIGNALIZED INTERSECTIONS.

1.6" TO 2.35"

0.9" TO 1.4"

SIDEWALK

SPLITTER

ISLAND

TURN LANE

BACK OF CURB

24"

SIDEWALK

FACE OF CURB

0.9" TO 1.4"

0.2"

DETECTABLE WARNING SURFACE

NOT TO SCALE1

SANITARY SEWER CLEANOUT

NOT TO SCALE2

#5's @ 12" O.C., E.W.

ANCHOR BOLTS AS REQ'D, COORDINATE W/

EQUIP MANUF.

#5's @ 12" O.C., E.W.

4" AGGREGATE FILL

EDGE OF EQUIPMENT

GRADE VARIES

2'-6" MIN

6" MIN

CONCRETE PROPANE TANK PAD

NOT TO SCALE4

#5's @ 12" O.C., E.W.

4" AGGREGATE FILL

GRADE VARIES

CONCRETE DUMPSTER PAD

NOT TO SCALE5

NORMAL

FLOW

6"x16"x16" CONCRETE

PAD

CAST IRON REMOVABLE

SCREW - TYPE PLUG

FIN GRADE

45° BEND

4" PIPE

ALTERNATE INSTALLATION AT END

OF LINE

PIPE (SIZE AS SHOWN ON

DRAWINGS)

WYE BRANCH

1/6 PIPE OD

NOTES

1. DEPTH OF BEDDING FOR DUCTILE IRON PIPE.

2. DEPTH OF BEDDING FOR REINFORCED CONCRETE AND PRE-STRESSED

CONCRETE CYLINDER PIPE. "A" DIMENSION IS DEFINED AS FOLLOWS:

NORMAL SOIL: A = 4" MIN.

ROCK FOUNDATION OR YIELDING SOIL: A = 9" MIN.

3. USE CLASS I BEDDING MATERIAL FOR PLASTIC PIPE.

18 PIPE OD (4" MIN.) SEE NOTE 1

SEE NOTE 2

SURFACE AS SPECIFIED

(VARIES)

COMPACTED BACKFILL

95% ASTM D698

PIPE OD VARIES

PIPE BEDDING

SEE NOTE 3

PIPE TRENCH

NOT TO SCALE3

FINISHED GRADE

18"

OUTSIDE Ø OF PIPE

18"

2" MIN ASPHALT SURFACE COURSE

MATCH EXISTING DEPTH OF

ASPHALT BASE COURSE.

CREATE A 6" BENCH (EACH SIDE)

SAWCUT JOINTS FULL DEPTH

OF ASPHALT COURSES.

TACK JOINTS

BACKFILL WITH BASE STONE AGGREGATE IN

COMPACTED LIFTS.

PROPOSED STORM SEWER OR

UTILITIES

4" OF NO. 57 STONE BEDDING

PAVEMENT PATCH AND UTILITY TRENCH

NOT TO SCALE6

CAT

KDC

SMS

C-502

CIVIL DETAILS

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

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-5

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P ea ch tre e D un w oo dy

R oa d, B ui ld in g

Su ite

At la nt a, G A

w ile yw ils on .c om

E m pl oy ee -O w ne

GENERAL NOTES

S-001

WJB CSJ

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\S tru c\

_S -0

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P ea ch tre e D un w oo dy

R oa d, B ui ld in g

Su ite

At la nt a, G A

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E m pl oy ee -O w ne

ABBREVIATIONS:

FASTENING SCHEDULE

CONNECTION FASTENING LOCATION

COMPONENT AND CLADDING WIND PRESSURES

FASTENING SCHEDULE NOTES: COMPONENTS & CLADDING SCHEDULE NOTES:

GENERAL NOTES

AND SCHEDULES

S-002

WJB CSJ

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_S -0

D S

C H

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P ea ch tre e D un w oo dy

R oa d, B ui ld in g

Su ite

At la nt a, G A

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E m pl oy ee -O w ne

SPECIAL INSPECTIONS

S-003

WJB CSJ

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O N

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Su ite

At la nt a, G A

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E m pl oy ee -O w ne

A B C D E E.5 F

F.3

F.4 F.6

F.7

G G.5

H J K

D.9 H.1

FOUNDATION PLAN

LEGEND

E E

F F

T/ SLAB EL. 0'-0"

DRAWING NOTES

FOUNDATION PLAN

S-101

WJB CSJ

DRAWN:

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A N

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Su ite

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A B C D E E.5 F

F.3

F.4 F.6

F.7

G G.5

H J K

D.9 H.1

ROOF FRAMING PLAN

LEGEND

H H

GENERAL NOTES

DRAWING NOTES

ROOF FRAMING PLAN

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Su ite

At la nt a, G A

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PERMANENT WOOD

ROOF TRUSS

BRACING NOTES

SECTION

THICKENED SLAB

BSECTION

EXTERIOR WALL

A SECTION

FOOTING AT INTERIOR COLUMN

TYPICAL SLAB ON GRADE

DETAIL

CONTROL JOINT

3" CLR

SECTION

EXTERIOR STAIR WALL

TYPICAL SLAB ON GRADE

DETAIL

CONSTRUCTION JOINT

TYPICAL WALL

DETAIL

CONSTRUCTION JOINT

G DETAIL

FOOTING CORNER

H DETAIL

FOUNDATION WALL CORNER

DETAIL

EQUIPMENT PAD

K DETAIL

UTILITY THRU FOOTING

L DETAIL

UTILITY THRU WALL

M DETAIL

UTILITY THRU WALL

N FOUNDATION

SECTIONS AND DETAILS

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N S

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D D

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TYPICAL DOWELING AT WALL

A SECTION

TYPICAL SLAB DEPRESSION

C SECTION

TYPICAL FOOTING STEP

SECTION

EDGE OF SLAB AT EXTERIOR SLAB

E SECTION

EXTERIOR WALL AT PORCH

FOUNDATION

SECTIONS AND DETAILS

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A SECTION

FSECTION

E DETAIL

TYPICAL PORCH COLUMN CAP

G SECTION

ROOF FRAMING

SECTIONS AND DETAILS

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A SECTION

1' -4

-0

#4@12" OC 6" SOG W/#3@12" OC, EW

1'-0" 1'-0" 1'-0"

#5@12" OC VERT, EF

#4@12" OC HORIZ, EF

DOWELS TO MATCH SIZE AND

SPA OF VERT REINF

#6@12" OC T&B

(4) #5 T&B

GRADE

SEE CIVIL

T/ RAMP

VARIES,

SEE ARCH

2X4 KEYWAY

ROOF FRAMING

SECTIONS AND DETAILS

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Su ite

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PLAN VIEW

ELEVATION

DETAIL

TYPICAL TOP PLATE SPLICE

4DETAIL

TYPICAL SHEARWALL AT PORCH

2 DETAIL

TYPICAL SHEARWALL FRAMING @ WALL INTERSECTIONS

DETAIL

TYPICAL WALL HEADER

10DETAIL

TYPICAL NON-BEARING PARTITION WALL

WALL PARALLEL TO

TRUSS FRAMING

WALL PERPENDICULAR

TO TRUSS FRAMING

DETAIL

RAFTER BLOCKING

DETAIL 8

DETAIL

NOTCHING AND BORING

5 DETAIL

TYPICAL BUILT-UP COLUMN

FRONT VIEWSIDE VIEW

DETAIL

TYPICAL "BIRDS MOUTH" CUT RAFTER

TYPICAL DETAILS

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DETAIL

TYPICAL ROOF SHEATHING PATTERN

SECTION

GABLE END WALL

ELEVATION

TYP GABLE END SHEARWALL

ELEVATION

TYP SHEAR WALL ELEVATION

B SECTION

GABLE END WALL @ OPENING

DETAIL 2

SHEAR WALL SCHEDULE

HOLD DOWN SCHEDULE

SHEAR WALL SCHEDULE

DETAIL 3

HOLDDOWN SCHEDULE FRAMING SECTIONS

AND DETAILS

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TYPICAL ROOF TRUSS

SECTION

ROOF TRUSS AT PORCH

B ROOF FRAMING

SECTIONS AND DETAILS

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N O

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

E NG I NEER

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

RTH CA ROLIN

S C

O T

T W . L I T

T L

OFESSIONAL

24-PORT ETHERNET SWITCH

8-PORT COAXIAL SPLITTER

750W UNINTERRUPTIBLE

POWER SUPPLY

9U WALL-MOUNTED CABINET

24-PORT CATEGORY PATCH PANEL

ROUTER

M O

MODEM

ROUTER

ETHERNET SWITCH

PATCH PANEL

COAX / ETHERNET

CONVERTER

COAXIAL

SPLITTER

COAX

E-NET 11

E-NET11

WIFI WIFI

SERVICE

PROVIDER

SERVICE

PROVIDER

(OPTIONAL)

PRI

200/2NG

400/2NG

(2) 4" SCH 40 PVC CONDUITS

(3) 3/0 AWG, 6 AWG EGC, 2" CONDUIT

[2 SETS] (3) 3/0 AWG, 1/0 AWG G, 2" CONDUIT

MARK DESCRIPTION

FEEDER SCHEDULE

400A

PAD-MOUNTED XFMR

100kVA, 7.2kV:120/240V

1PH, 3W, 2.3%Z

(2) 200A

METER BASE &

SERVICE DISCONNECT

240V, 400A, 1PH, 3W

NEMA 4X

SPD

50kA

120/240V

1PH, 3W

NEMA 1

200A

MCB

LP-A

120/240V

1PH, 3W

NEMA 1

200A

MCB

AUTOMATIC TRANSFER SWITCH

240V, 200A, 1PH, 3W

NEMA 4X

GENERATOR (LPV)

35kVA, 120/240V

1PH, 3W

150A

LP-B

120/240V

1PH, 3W

NEMA 1

200A

MLO

PRI

200/2NG

400/2NG

FEED

TRHOUGH

SCC: 14.5kAIC

SCC: 18.0kAIC

UNDERGROUND

UTILITY SOURCE

(TIDELAND EMC)

200/2NG

ABBREVIATIONS

(A) AFCI

(A/G) AFCI/GFCI

(G) GFCI

A, AMP AMPERES

AC ALTERNATING CURRENT

AFCI ARC-FAULT CIRCUIT INTERRUPTER

AFF ABOVE FINISHED FLOOR

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BKR BREAKER

BLDG BUILDING

C CONDUIT

CB CIRCUIT BREAKER

cd CANDELA

CKT CIRCUIT

CLG CEILING

COMM COMMUNICATION

COND CONDUCTOR

CONN CONNECTED

CT COUNTER HEIGHT

DC DIRECT CURRENT

DISC DISCONNECT

DH DEHUMIDIFIER

DWG(S) DRAWING(S)

EA EACH

EF EXHAUST FAN

EGC EQUIPMENT GROUNDING CONDUCTOR

ELEC ELECTRICAL

EMT ELECTRIC METALLIC TUBING

E-NET ETHERNET

EQUIP EQUIPMENT

FLR FLOOR

GB GROUND BUS

GEN GENERATOR

GF,GFCI GROUND FAULT CIRCUIT INTERRUPTER

G, GND GROUND

H HEIGHT

HP HORSEPOWER, HEAT PUMP; AS APPLICABLE

HWRP HOT WATER RE-CIRCULATION PUMP

JB JUNCTION BOX

kAIC CURRENT INTERRUPTING CAPACITY kcmil THOUSAND CIRCULAR MILLIMETERS kVA KILOVOLT-AMPERES kW KILOWATTS

LED LIGHT EMITTING DIODE

LP LOAD PANEL

LPV LIQUID PROPANE VAPOR

LT(S) LIGHT(S)

LTG LIGHTING

MAX MAXIMUM

MCB MAIN CIRCUIT BREAKER

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUG ONLY

MT(D) MOUNT(ED)

MTR MOTOR

NEC NATIONAL ELECTRICAL CODE

N, NEUT NEUTRAL

NECA NATIONAL ELECTRICAL CONTRACTOR'S ASSOCIATION

NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

O.C. ON CENTER

OFOI OWNER FURNISHED, OWNER INSTALLED

OS OCCUPANCY SWITCH

P POLE

PH PHASE

PIR PASSIVE INFRARED

PNL PANEL

PRI PRIMARY

PWR POWER

PVC POLYVINYL CHLORIDE

REC RECEPTACLE

RGS RIGID GALVANIZED STEEL

RM ROOM

RSC RIGID STEEL CONDUIT

SCC SHORT-CIRCUIT CURRENT

SCCR SHORT-CIRCUIT CURRENT RATING

SCH SCHEDULE

SN SOLID NEUTRAL

SPEC SPECIFICATION

SW SWITCH

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT

VA VOLT-AMPERES

VAC VOLTS, ALTERNATING CURRENT

VDC VOLTS, DIRECT CURRENT

W WIRE

WH WATER HEATER

WP WEATHER-RESISTANT

XF, XFMR TRANSFORMER

NON-FUSIBLE DISCONNECT SWITCH, 30A, UON; 2 OR 3 POLE, AS

APPLICABLE

P1-1 CONDUIT HOMERUN TO PANEL, TEXT INDICATES PANEL AND

CIRCUIT NUMBER

UNDERGROUND CONDUIT

JUNCTION BOXJ

CONDUIT TURNING UP

CONDUIT TURNING DOWN

SINGLE POLE SWITCH, LETTER INDICATES CONTROL;

RECESSED 48" O.C. AFF, UON

NEMA 5-20R DUPLEX RECEPTACLE; RECESSED; ABBREVIATION

AS APPLICABLE; 18"O.C. AFF UON

NEMA 5-20R QUADRUPLEX RECEPTACLE; RECESSED;

ABBREVIATION AS APPLICABLE

MOTOR

FUSIBLE DISCONNECT SWITCH, 30A, UON; 2 OR 3 POLE, AS

APPLICABLE

LEGEND

EQUIPMENT CONNECTIONE

XXX SPECIAL RECEPTACLE; ABBREVIATION AS APPLICABLE

X EXIT SIGN; WALL MOUNTED 4" ABOVE DOOR FRAME

DATA OUTLET (CAT 5E); 18" O.C. AFF UON

PHOTCELL; NEMA 3R

CEILING MOUNTED OCCUPANCY SENSOR

- CT COUNTERTOP 6" O.C. ABOVE COUNTER

- HD RANGE HOOD 78" O.C. AFF

- MW MICROWAVE 72" O.C. AFF

- R RANGE 24" O.C. AFF

- REF REFRIGERATOR 24" O.C. AFF

- TV TELEVISION 80" O.C. AFF

- WP WEATHER-RESISTANT 24" O.C. AFF

NEMA 5-20R SIMPLEX RECEPTACLE; RECESSED 18" O.C. AFF

- 3 3-WAY

- 4 4-WAY

- D DIMMER (SLIDE)

- F FAN (3-SPEED)

- M MOTOR RATED

- OS OCCUPANCY SENSOR (LINE VOLTAGE)

STRIP/INDUSTRIAL LIGHT FIXTURE; SURFACE MOUNTED

VANITY LIGHT FIXTURE; WALL MOUNTED

DOWNLIGHT; RECESSED CEILING MOUNTED

EXTERIOR LIGHT FIXTURE; WALL MOUNTED

LIGHT FIXTURE TAG; REFERENCE LIGHT FIXTURE SCHEDULE

FOR FURTHER INFORMATION; PARENTHESIS INDICATE

QUANTITY IN SPACE.

- C CEILING DATA MOUNTED TO CEILING

- TV COAX/DATA 80" O.C. AFF

- W WALL TELEPHONE 48" O.C. AFF

NEMA 5-20R SIMPLEX RECEPTACLE; CEILING MOUNTED

GENERAL NOTES

LEGEND,

ABBREVIATIONS,

GENERAL NOTES

AND DIAGRAMS

E0-1

EAG EAG

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SCALE: NONE

3 DETAIL - TELECOM ELEVATION

SCALE: NONE

2 DIAGRAM - TELECOM RISER

A. "PROVIDE" SHALL INFORM THE CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL

ITEMS/EQUIPMENT AND TERMINATE AS NECESSARY TO OBTAIN A COMPLETE AND

OPERATIONAL SYSTEM.

B. LIGHTING FIXTURES SHALL BE WIRED TO SWITCHES GENERALLY SHOWN IN EACH

ROOM AND CONNECTED TO INDICATED PANELS WITH THE REQUIRED QUANTITY OF

WIRES FOR PROPER OPERATION. A CONTINUOUS GROUND MUST BE PROVIDED

THROUGH CONDUIT SYSTEM. EXIT SIGNS AND EMERGENCY EGRESS LIGHTING UNITS

SHALL BE CONNECTED AHEAD OF ANY LOCAL SWITCHING.

C. SEE LIGHTING FIXTURE SCHEDULE FOR DETAILED INFORMATION REGARDING

INSTALLATION, OPERATION, COLOR TEMPERATURE AND SPECIAL SWITCHING.

D. SEE REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING MOUNTED DEVICES

AS REFERENCED TO OTHER DISCIPLINES (LIGHTS, SPEAKERS, FANS, FIRE ALARM

DEVICES, TELECOM OUTLET, ETC.).

E. RECEPTACLES SHALL BE CIRCUITED WITH A SEPARATE GROUND CONDUCTOR. ALL

RECEPTACLE CIRCUITS SHALL BE PROVIDED WITH A DEDICATED NEUTRAL.

F. RECEPTACLES SHALL NOT BE INSTALLED BACK TO BACK ON A COMMON WALL WHERE

CONDITIONS EXIST FOR ADJACENT ROOM AND SHALL BE STAGGERED.

G. ALL CONDUIT AND CONDUCTORS SHALL BE CONCEALED WHEREVER POSSIBLE ABOVE

CEILINGS, INSIDE WALLS, OR UNDERGROUND (IN-SLAB, UNDER SLAB, WITHIN CRAWL

SPACE), UNLESS OTHERWISE NOTED. ALL CONDUITS AND CONDUCTORS SHALL BE RUN

PARALLEL AND PERPENDICULAR TO SURFACES AND STRUCTURAL MEMBERS.

H. TELECOMMUNICATION CONDUCTORS SHALL BE PLENUM RATED.

I. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR

AND MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION ON PROVIDED EQUIPMENT

(HVAC, MOTORS, PUMPS, APPLIANCES, ETC.) FOR EXACT LOCATIONS PRIOR TO

ROUGH-IN.

J. NO MORE THAN THREE (3) CIRCUITS (6-1/C PHASE/NEUTRAL INCLUDING GROUND)

SHALL BE ROUTED WITHIN A SINGLE CONDUIT.

K. MINIMUM CONDUIT SIZE SHALL BE TRADE SIZE 3/4". MINIMUM CONDUCTOR SIZE SHALL

BE 12 AWG, UNLESS OTHERWISE NOTED. ALTHOUGH THE PANEL SCHEDULES INDICATE

CONDUIT, TYPE NM CABLE MAY BE USED IN LIEU OF CONDUIT IN CONCEALED INTERIOR

WALLS.

L. PROVIDE FIRE STOPPING TO ALL CONDUITS AND CONDUCTOR PENETRATIONS

THROUGH FIRE RATED WALLS, CEILINGS AND/OR FLOORS.

M. PLASTIC JUNCTION BOXES ARE NOT PERMITTED IN EXPOSED OR EXTERIOR

LOCATIONS. PROVIDE SHEET METAL JUNCTION BOXES WHERE EXPOSED IN INTERIOR

LOCATIONS AND DIE CAST ALUMINUM JUNCTION BOXES FOR EXPOSED EXTERIOR

LOCATIONS.

N. ELECTRICAL JUNCTION BOX/OUTLET ELEVATIONS SHALL BE COORDINATED WITH THE

ARCHITECTURAL DRAWINGS PRIOR TO ELECTRICAL CONTRACTOR'S ROUGH-IN.

FINISHED FLOOR

AUDIO/VISUAL

1' -6

SWITCHESSTATIONS

PULL

FIRE ALARM

RECEPTACLES

DUPLEX & QUAD

DEVICES

FIRE ALARM

SIGNS

EXIT

4' -0

6' -8

8' -6

COUNTER

ABOVE COUNTER

MOUNTED

DEVICES

SEE NOTE 6

PHONES

WALL

RECEPTACLE

MOUNTED

FOR WALL

TELEVISIONS

DUPLEX

O P

USE THIS DIMENSION FOR UNDER COUNTER

DEVICES, UNLESS OTHERWISE NOTED

COORDINATE EXACT MOUNTING HEIGHT

WITH TELEVISION INSTALLATION

REQUIREMENTS

OUTLET

CABLE TV/DATA

NOTES:

1. ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISHED FLOOR TO CENTERLINE

OF DEVICE, EXCEPT FOR EXIT SIGNS, FIRE ALARM STROBES AND CEILING FANS.

2. DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL CENTERLINE WHEREVER

POSSIBLE.

3. ALL DEVICES SHALL BE INSTALLED AT THE MOUNTING HEIGHT INDICATED ON THIS

DETAIL, UNLESS OTHERWISE NOTED.

4. INSTALL ALL FIRE ALARM DEVICES PER ADA REQUIREMENTS. COORDINATION FINAL

MOUNTING LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION.

5. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING

HEIGHTS OF ALL TELECOM OUTLETS AND RECEPTACLES.

6. MOUNT 6" ABOVE COUNTERTOP OR ASSOCIATED BACKSPLASH. REFER TO

ARCHITECTURAL DRAWINGS FOR COUNTERTOP AND ASSOCIATED BACKSLPASH

HEIGHTS.

COMBINATION

OUTLET

CABLE TV/DATA

COMBINATION

SCALE: NONE

1 DIAGRAM - POWER ONE-LINE

W W

U G

E UGE

UGE

U G

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

T T

SITE PLAN - ELECTRICAL

NORTH

KEYNOTES

1. UTILITY SERVICE (PRIMARY) CABLE RACEWAYS. PROVIDE TWO (2)

UNDERGROUND 2" PVC-SCH 40 CONDUITS FROM UTILITY TIE-IN

LOCATION TO NEW TRANSFORMER LOCATION. COORDINATE WITH

UTILITY REQUIREMENTS. SEE DIAGRAM ON SHEET E0-1 FOR FURTHER

INFORMATION.

2. ELECTRICAL CONTRACTOR SHALL COORDINATE BLOCK OUTS,

TRANSFORMER SIZE AND RATING, AND CONDUIT STUB UP LOCATIONS

FOR UTILITY PAD WITH THE UTILITY COMPANY BEFORE PAD IS POURED.

SEE SHEET E5-1 FOR FURTHER INFORMATION ON EQUIPMENT PAD.

3. UTILITY SERVICE (DATA/CATV) RACEWAYS. 2-4"C PVC-40. SEE DIAGRAM

ON SHEET E0-1 FOR FURTHER INFORMATION.

4. SERVICE EQUIPMENT AREA, SEE SHEET E1-3 POWER PLAN FOR

FURTHER INFORMATION. UTILITY TRANSFORMER,GENERATOR, AND

SERVICE ENTRANCE ELECTRICAL EQUIPMENT.

5. COORDINATE UTILITY CONNECTION POINTS WITH RESPECTIVE UTILITY

PROVIDERS.

6. COORDINATE CONNECTION WITH NEW 1000 GALLON LIQUID PROPANE

TANK FOR FUEL SUPPLY TO NEW LIQUID PROPANE (LP) GENERATOR

SET. REFERENCE CALCULATIONS BELOW FOR ADDITIONAL

INFORMATION ON SIZE AND CAPACITY OF TANK.

7. SEE SHEET E1-3 POWER PLAN FOR FURTHER GENERATOR

INFORMATION.

8. DEMOLISH EXISTING ABANDONED LIGHT POLE. REMOVE

UNDERGROUND UTILITIES BACK TO PROPERTY BOUNDARY, CUT AND

LEAVE IN PLACE BELOW GRADE.

9. PROVIDE 5/8"x10' COPPER GROUND ROD IN LOCATION INDICATED FOR

BUILDING GROUND FOR NEW TRANSFORMER AND WATER LINE WITH

2AWG GEC.

10. PROVIDE 5/8"x10' COPPER GROUND ROD IN LOCATION INDICATED FOR

GENERATOR GROUND WITH 2AWG GEC.

GENERAL NOTES

A. ALL SITE WORK MUST BE COORDINATED WITH OTHER…

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