Drawings_Great_Basin_PMC_Remodel.pdf

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

08-13-18

COVER

G-000

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

DRAWING INDEX

NUMBER NAME

GENERAL

G-000 COVER

CIVIL

CU101 UTILITY PLAN

CS401 ENLARGED SITE PLAN

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-100 FOUNDATION AND FIRST FLOOR SLAB PLAN

S-110 FAN SUPPORT PLATFORM BID OPTION 1

S-501 TYPICAL CONCRETE SECTIONS AND DETAILS

S-502 CONCRETE SECTIONS AND DETAILS

ARCHITECTURE

A-100 ARCHITECTURAL LIFE SAFETY PLAN

A-101 ARCHITECTURAL FLOOR PLANS

A-102 ARCHITECTURAL ROOF PLAN

A-103 ARCHITECTURAL REFLECTED CEILING PLAN

A-201 ARCHITECTURAL ELEVATIONS

A-301 ARCHITECTURAL SECTIONS

A-401 ARCHITECTURAL ENLARGED PLANS

A-402 INTERIOR ELEVATIONS

A-601 SCHEDULES & PARTITION TYPE

PLUMBING

P-001 PLUMBING LEGEND & ABBREVIATIONS

P-100 PLUMBING UNDERSLAB FLOOR PLAN

P-101 PLUMBING FIRST FLOOR OVERALL PLAN

P-601 PLUMBING SCHEDULES

P-901 PLUMBING ISOMETRICS

MECHANICAL

M-001 MECHANICAL LEGEND & ABBREVIATIONS

M-002 MECHANICAL GENERAL NOTES

M-101 MECHANICAL FIRST FLOOR OVERALL PLAN

M-102 MECHANICAL ROOF OVERALL PLAN

M-301 MECHANICAL SECTIONS

M-601 MECHANICAL SCHEDULES & DIAGRAMS

M-602 MECHANICAL SCHEDULES & DIAGRAMS

M-701 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND & ABBREVIATIONS

E-101 ELECTRICAL POWER & LIGHTING FLOOR PLAN

E-102 TELECOMMUNICATIONS FLOOR PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ELECTRICAL SCHEDULES

USDA NRCS

NATURAL RESOURCES CONSERVATION SERVICE (NRCS)

GREAT BASIN PLANT MATERIALS CENTER REMODEL

PROJECT NO.: 64019847

DATE: 8-13-18

ISSUED FOR CONSTRUCTION

2055 SCHURZ HIGHWAY FALLON, NV 89406

BASE BID: NEW 30'X50' PRE-

MANUFACTURED OFFICE ADDITION

BID OPTION 1: DEMOLITION & RENOVATION

OF EXISTING SOIL LAB.

BID OPTION 2: RENOVATION OF EXISTING

WAREHOUSE FOR NEW SEED CLEANING

ROOM & UTILITY CLOSET

BID OPTIONS

08.13.2018

STRUCTURAL PLANS INDICATE ONLY THE APPROXIMATE LOCATION OF MECHANICAL,

ELECTRICAL AND OTHER EQUIPMENT, AS WELL AS THE RELATED AUXILIARY FRAMING

NECESSARY TO SUPPORT SUCH EQUIPMENT. THE FINAL POSITIONING OF THESE

ITEMS IS DEPENDENT UPON THE EQUIPMENT PROVIDED BY THE CONTRACTOR. THE

SUBCONTRACTORS AND CRAFTS IN THIS REGARD, AND PROVIDING NECESSARY

DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES INVOLVED. THE CONTRACTOR

ROOF AND FLOOR MEMBERS. BRACING MUST BE FULLY EFFECTIVE UNTIL ROOF AND

FLOOR DEAD LOADS ARE IN PLACE.

CONCRETE GRADE WALLS SHALL BE TEMPORARILY BRACED IF BACKFILL IS ONLY ON

ONE SIDE OR BACK FILLED ON BOTH SIDES SIMULTANEOUSLY, WHERE REQUIRED, TO

PREVENT DEFLECTION, CRACKING OR FAILURE OF CONCRETE GRADE WALLS.

11.

12.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN

SHALL PROVIDE TEMPORARY BRACING AS REQUIRED DURING THE ERECTION OF

15.

GENERAL REQUIREMENTS

CONFLICTS: NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER

CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF

THE IBC 2015 AND ASCE 7.

SUBSTITUTIONS: PROVIDE MANUFACTURER'S ICC REPORTS AND A LIST OF ALL

PROPOSED SUBSTITUTIONS TO THE CONTRACTING OFFICER FOR REVIEW BEFORE

SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED

FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR

PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS, BEAMS,

OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY STRUCTURAL

MEMBER BE CUT FOR PIPES, DUCTS ETC., UNLESS SPECIFICALLY SHOWN. OBTAIN

PRIOR WRITTEN APPROVAL FROM THE CONTRACTING OFFICER FOR INSTALLATION

EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT,

PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED.

CONSTRUCTION LOADS: MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON

FRAMED FLOORS OR ROOFS. LOADS SHALL NOT EXCEED THE ALLOWABLE LOADING

FOR THE SUPPORTING MEMBERS AND THEIR CONNECTIONS.

THE STRUCTURAL DRAWINGS ILLUSTRATE THE NEW STRUCTURAL MEMBERS,

REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR

NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING THE

REFER TO ARCHITECTURAL PLANS FOR FLOOR DEPRESSIONS, SLOPES, DRAINS,

CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, ETC.

REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVE AND HANGERS FOR

PIPES, DUCTS AND EQUIPMENT.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

WORK SHOWN ON DRAWINGS.

CONSTRUCTION OF STRUCTURAL MEMBERS.

THE GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT.

OF ANY ADDITIONAL PIPES, DUCTS, ETC.

PROCEED WITH BACKFILLING OPERATIONS IN A SAFE AND UNIFORM MANNER. SEE13.

THE STRUCTURAL FRAME.

SPECIFICATIONS FOR REQUIREMENTS.

DO NOT SCALE DRAWINGS.14.

IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE LOCAL

SAFETY REQUIREMENTS AND ALL OSHA REQUIREMENTS.

16.

DESIGN CRITERIA

DESIGN REFERENCES:

ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

100 PSFALL AREAS

GROUND SNOW LOAD

EXPOSURE FACTOR Ce THERMAL FACTOR Ct IMPORTANCE FACTOR l

5 PSF

1.0

1.

A)

IBC 2015, INTERNATIONAL BUILDING CODE.B)

MINIMUM DESIGN LIVE LOADS:

FLOOR LIVE LOADS:

2.

A)

ROOF LIVE LOADS................................................20 PSF

ROOF LIVE LOADS:B)

SNOW LOADS:3.

1.0 1.0

BASIC WIND SPEED

EXPOSURE

INTERNAL PRESSURE COEFFICIENT GCpi

115 MPH

C

WIND LOADS:4.

± 0.18

RISK CATEGORY

RESPONSE ACCELERATION

RESPONSE ACCELERATION

SITE CLASS

SEISMIC DESIGN CATEGORY

II

Ss = 0.788g

SEISMIC LOADS:5.

D D

SHORT PERIOD SPECTRAL

1 SECOND SPECTRAL

S1 = 0.275g

1.0IMPORTANCE FACTOR

DESIGN AND ANCHORAGE OF ALL NON-BUILDING COMPONENTS SHALL BE PER

ASCE 7 CHAPTER 13.

6.

STATEMENT OF SPECIAL INSPECTIONS

SPECIAL INSPECTIONS AND TESTING IN ACCORDANCE WITH IBC CHAPTER 17 ARE

ARE APPROVED, ON-SITE INSPECTIONIS NOT REQUIRED BUT A CERTIFICATE OF

SEISMIC FORCE RESISTING SYSTEMS SUBJECT TO SPECIAL INSPECTIONS AND

TESTIING INCLUDING:

DESIGNATED SEISMIC SYSTEMS, DEFINED IN THE IBC SECTION 1702 AS

ARCHITECTURAL, ELECTRICAL AND MECHANICAL SYSTEMS AND THEIR COMPONENTS

COMPONENT IMPORTANCE FACTOR Ip GREATER THAN ONE, ARE SUBJECT TO

SPECIAL INSPECTION AND TESTING. CERTIFICATION, AS DESCRIBED IN ASCE 7-10

SECTION 13.2.2, SHALL BE PROVIDED FOR ACTIVE MECHANICAL AND ELECTRICAL

A COMPONENT IMPORTANCE FACTOR OF 1.5. THE SPECIAL INSPECTOR SHALL VERIFY

A. ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER

SYSTEMS.

COLLECTORS.CORRECTION.

EQUIPMENT THAT MUST OPERABLE FOLLOWING THE DESIGN EARTHQUAKE GROUND

B. INSTALLATION AND ANCHORAGE OF PIPING SYSTEMS DESIGNED TO CARRY

HAZAEDOUS MATERIALS AND THEIR ASSOCIATED MECHANICAL UNITS.

RISK CATEGORY...........................................................II

FABRICATION.

REQUIRED FOR THE ITEMS INDICATED IN THE TABLE ON THE SHEET. IF FABRICATIORS

COMPLETION MUST BE PROVIDED TO THE CONTRACTING OFFICER (IBC 1704.2.5.2).

A. PEMB - MOMENT FRAMES AND ROD BRACING, FRAME ANCHORAGE AND

THAT REQUIRE DESIGN IN ACCORDANCE WITH ASCE 7-10 CHAPTER 13 AND HAVE A

MOTION AND FOR COMPONENTS WITH HAZARDOUS SUBSTANCES AND ASSIGNED

THAT THE LABEL, ANCHORAGE OR MOUNTING CONFORMS TO THE CERTIFICATE OF

COMPLIANCE.

ARCHITECTURAL COMPONENTS: PERIODIC SPECIAL INSPECTION SHALL BE PROVIDED

DURING THE ERECTION AND FASTENING OF EXTERIOR CLADDING, INTERIOR AND

EXCEPTIONS AS NOTED IN THE IBC SECTION 1705.11.5. CERTICIFATION, AS DESCRIBED

IN ASCE 7-10 SECTION 13.2.1, SHALL BE PROVIDED FOR ACHITECTURAL COMPONENTS,

SUPPORTS AND ATTACHMENTS. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE

ANCHORAGE OF ACCESS FLOORS.

EXTERIOR NON-BEARING WALLS AND INTERIOR AND EXTERIOR VENEER WITH

MECHANICAL AND ELECTRICAL COMPONENTS: PERIODIC SPECIAL INSPECTION IS

REQUIRED FOR:

C. INSTALLATION AND ANCHORAGE OF DUCTWORK DESIGNED TO CARRY

HAZAEDOUS MATERIALS.

D. INSTALLATION AND ANCHORAGE OF VIBRATION ISOLATION SYSTEMS.

CERTIFICATION, AS DESCRIBED IN ASCE 7-10 SECTION 13.2.1, SHALL BE PROVIDED

FOR MECHANICAL AND ELECTRICAL COMPONENTS, SUPPORTS AND ATTACHMENTS.

ANCHORAGE OF ACCESS FLOORS.

SPECIAL INSPECTION AND TESTING REPORTS, IN ACCORDANCE WITH IBC SECTION

1704.2.4, SHALL BE SUBMITTED TO THE CONTACTING OFFICER.

EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A SEISMIC FORCE

RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR COMPONENT LISTED IN THE

STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF

RESPONSIBILITY TO THE CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT

OF WORK ON TH SYSTEM OR COMPONENT. THE WRITTEN STATEMENT SHALL BE IN

ACCORDANCE WITH IBC SECTION 1704.4.

TYPE

FABRICATORS (IBC 1704.2.5)

CONCRETE CONSTRUCTION:

(IBC TABLE 1705.3)

1. INSPECT REINFORCEMENT AND VERIFY

PLACEMENT.

2. INSPECT ANCHORS CAST IN

CONCRETE.

3. INPECT ANCHORS POST-INSTALLED IN

HARDENED CONCRETE MEMBERS.

A. ADHESIVE ANCHORS INSTALLED IN

HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO RESIST

SUSTAINED TENSION LOADS.

B. MECHANICAL ANCHORS AND

ADHESIVE ANCHORS NOT DEFINED

IN 3A.

4. VERFIY USE OF REQUIRED DESIGN MIX.

PERIODIC

SPECIAL

INSPECTION

X

X

X

REFERENCED

STANDARD

ACI 318 CH.

20, 25.2, 25.3, 26.5.1-26.5.3

ACI 318: 17.8.2

ACI 318:

17.8.2.4

ACI 318: 17.8.2

ACI 318 CH 19,

26.4.3, 26.4.4

IBC

REFERENCE

1908.4

1904.1, 1904.2, 1908.2, 1908.3

TABLE 1 - REQUIRED SPECIAL INSPECTIONS

AND TESTS (IBC 2015)

SCHEDULE OR SPECIAL INSPECTION

TYPE

5. PRIOR TO CONCRETE PLACEMENT,

FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP

AND AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE OF

THE CONCRETE.

6. INSPECT CONCRETE AND SHOTCRETE

PLACEMENT FOR PROPER APPLICATION

TECHNIQUES.

7. VERIFY MAINTENANCE OF SPECIFIED

CURING TEMPERATURE AND

TECHNIQUES.

8. INSPECT FORMWORK FOR SHAPE,

LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED.

SOILS: (IBC TABLE 1705.6)

1. VERIFY MATERIALS BELOW SHALLOW

FOUNDATIONS ARE ADEQUATE TO

ACHIEVE THE DESIGN BEARING

CAPACITY.

2. VERIFY EXCAVATIONS ARE EXTENDED

TO PROPER DEPTH AND HAVE REACHED

PROPER MATERIAL.

3. PERFORM CLASSIFICATION AND

TESTING OF COMPACTED FILL

MATERIALS.

4. VERIFY USE OF PROPER MATERIALS,

DENSITIES AND LIFT THICKNESSES

DURING PLACEMENT AND COMPACTION

OF COMPACTED FILL.

5. PRIOR TO PLACEMENT OF COMPACTED

FILL, INSPECT SUBGRADE AND VERIFY

THAT SITE HAS BEEN PREPARED

PROPERLY.

CONTINUOUS

SPECIAL

INSPECTION

X

X

X

PERIODIC

SPECIAL

INSPECTION

X

X

X

X

X

X

REFERENCED

STANDARD

ASTM C 172,

ASTM C 31

ACI 318: 26.4.5,

26.12

ACI 318: 26.4.5

ACI 318:

26.4.7-26.4.9

ACI 318:

26.10.1(b)

IBC

REFERENCE

1908.10

1908.6, 1908.7, 1908.8

1908.9

TABLE 1 - REQUIRED SPECIAL INSPECTIONS

AND TESTS (IBC 2015)

SCHEDULE OR SPECIAL INSPECTION

CONTINUOUS

SPECIAL

INSPECTION

X

TASK

STRUCTURAL STEEL WELDING:

1. INSPECTION TASKS PRIOR TO WELDING: (AISC 360 TABLE N5.4-1)

A. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE.

B. MANUFACTURER'S CERTIFICATIONS FOR WELDING

CONSUMABLES AVAILABLE.

C. MATERIAL IDENTIFICATION (TYPE/GRADE)

D. WELDER IDENFICATIONS SYSTEM.

E. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)

I. JOINT PREPARATION

II. DIMENSIONS (ALIGNMENT, ROOT OPNG, ROOT FACE,

BEVEL)

III. CLEANLINESS (CONDITIONOF STEEL SURFACES)

IV. TACKING (TACK WELD QUALITY AND LOCATION)

V. BACKING TYPE AND FIT (IF APPLICABLE)

F. CONFIGURATION AND FINISH OF ACCESS HOLES

G. FIT-UP OF FILLET WELDS

I. DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

II. CLEANLINESS (CONDITION OF STEEL SURFACES)

III. TACKING (TACK WELD QUALITY AND LOCATION)

2. INSPECTION TASKS DURING WELDING: (AISC 360 TABLE N5.4-2)

A. USE OF QUALIFIED WELDERS

B. CONTROL AND HANDLING OF WELDING CONSUMABLES

I. PACKAGING

II. EXPOSURE CONTROL

C. NO WELDING OVER CRACKED TACK WELDS

D. ENVIRONMENTAL CONDITIONS

I. WIND SPEED WITHIN LIMITS

II. PRECIPITATION AND TEMPERATURE

E. WPS FOLLOWED

I. SETTINGS ON WELDING EQUIPMENT

II. TRAVEL SPEED

III. SELECTED WELDING MATERIALS

IV. SHIELDING GAS TYPE/FLOW RATE

V. PREHEAT APPLIED

VI. INTERPASS TEMPERATURE MAINTAINED (MIN. / MAX.)

VII. PROPER POSITION (F, V, H, OH)

F. WELDING TECHNIQUES

I. INTERPASS AND FINAL CLEANING

II. EACH PASS WITHIN PROFILE LIMITATIONS

III. EACH PASS MEETS QUALITY REQUIREMENTS

PERFORM

FOR EACH

WELD

X X

TABLE 2 - REQUIRED SPECIAL INSPECTIONS AND

TESTS (AISC 360-11)

OBSERVE ON

RANDOM

BASIS

X X

X

X

X

X

X

X

X

X

X

STRUCTURAL STEEL BOLTING:

1. INSPECTION TASKS PRIOR TO BOLTING: (AISC 360 TABLE N5.6-1)

A. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR

FASTENER MATERIALS

B. FASTENERS MARKED IN ACCORDANCE WITH ASTM

REQUIREMENTS

C. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL

GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE

EXCLUDED FROM SHEAR PLANE)

D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL

E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE

FAYING SURFACE CONDITION AND HOLE PREPARATION, IF

SPECIFIED, MEET APPLICABLE REQUIREMENTS

F. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION

PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER

ASSEMBLIES AND METHODS USED

G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS

AND OTHER FASTENER COMPONENTS

2. INSPECTION TASKS DURING BOLT: (AISC 360 TABLE N5.6-2)

A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN

ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS

REQUIRED

B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO

THE PRETENSIONING OPERATION

C. FASTENER COMPONENT NOT TURNED BY THE WRENCH

REVENTED FROM ROTATING

D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE

RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS

(RCSC) SPECIFICATION, PROGRESSING SYSTEMATICALLY

FROM THE MOST RIGID POINT TOWARD THE FREE EDGES

3. INSPECTION TASKS AFTER BOLT (AISC 360 TABLE N5.6-3)

A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED

CONNECTIONS

4. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND

WASHERS:

A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM

STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION

DOCUMENT

B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED

X

X

X

X

X

X

X

X

X

X

X

TASK

3. INSPECTION TASKS AFTER WELDING (AISC 360 TABLE N5.4-3)

A. WELDS CLEANED

B. SIZE, LENGTH AND LOCATION OF WELDS

C. WELDS MEET VISUAL ACCEPTANCE CRITERIA

I. CRACK PROHIBITION

II. WELD/BASE-METAL FUSION

III. CRATER CROSS SECTION

IV. WELD PROFILES

V. WELD SIZE

VI. UNDERCUT

VII. POROSITY

D. ARC STRIKES

E. k-AREA VISUAL INSPECTION OF WEB FOR CRACKS WITHIN 3

INCHES OF WELD.

F. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

G. REPAIR ACTIVITIES

H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT

OR MEMBER

4. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK WELDS

A. COMPLETE JOINT PENETRATION (CPJ) GROOVE WELDS

B. MULTIPASS FILLET WELDS

C. SINGLE-PASS FILLET WELDS > 5/16"

D. PLUG AND SLOT WELDS

E. SINGLE-PASS FILLET WELDS < 5/16"

F. FLOOR AND ROOF DECK WELDS

PERFORM

FOR EACH

WELD

X

X

X X

X X X

X X X X

TABLE 2 - REQUIRED SPECIAL INSPECTIONS AND

TESTS (AISC 360-11)

OBSERVE ON

RANDOM

BASIS

X

X X

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

M. LOWE

P. FINLEY

08-13-18

GENERAL NOTES

S-001

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

08/10/18

12/31/19

318 SECTION 26.4 AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE

STRUCTURAL DRAWINGS.

CHIPS, OR OTHER FOREIGN MATTER PRIOR TO PLACING ADJACENT CONCRETE.

ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI

ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST,

CONSTRUCTION JOINTS

1.

2.

MASONRY

BLOCK LAYUP: RUNNING BOND UNLESS OTHERWISE NOTED, CONCAVE COMPRESSED2.

REINFORCED HOLLOW UNIT MASONRY (SPECIAL INSPECTION REQUIRED).

MATERIALS:1. (F'm = 1500 PSI,MINIMUM)

CONCRETE BLOCK...........................ASTM C90 TYPE 1, LOAD BEARING 1900

PSI BLOCK WITH BOND BEAM UNITS AT

HORIZONTAL REINFORCING, DRY UNITS, YARD

CURE 28 DAYS.

MORTAR.............................................ASTM C270, ASTM C780, TYPE S

GROUT................................................ASTM C476, ASTM C1019, USE 2000 PSI

MIN AT 28 DAYS OR EQUIVALENT TO BLOCK

STRENGTH WHICHEVER IS GREATER WITH SIKA

GROUTED AID OR EQUAL, 8-10 INCH SLUMP

REINFORCEMENT..............................ASTM A-615, GRADE 60 TYPICAL

REINFORCEMENT..............................ASTM A-706, GRADE 60 FOR WELDED

REINFORCEMENT

ANCHOR BOLTS.................................ASTM A-307, HEADED MACHINE BOLTS

EXPANSION ANCHORS.....................ICC ES APPROVED FOR GROUT FILLED CONCRETE

MASONRY.

JOINTS, USE OPEN UNITS AT STACKED BOND PATTERN.

CONCRETE SURFACES TO RECEIVE NEW CONCRETE. LOCATION OF JOINTS SHALL

BE REVIEWED BY THE CONTRACTING OFFICER. WAIT 48 HOURS BETWEEN POURS.

HEAVY SANDBLAST (1/4 INCH AMPLITUDE MINIMUM) AND THOROUGHLY CLEAN ALL 3.

FOR THE METAL BUILDING SYSTEMS ARE PRELIMINARY AND FOR BIDDING PURPOSES

ONLY. THE FINAL PEMB FOUNDATIONS AND ANCHOR ROD EMBEDMENT SHALL BE

ANCHOR RODS AND FOUNDATION DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS

PRE-ENGINEERED METAL BUILDING (PEMB)

1.

4.

3.

DESIGNED BY A PROFESSIONAL ENGINEER HIRED BY THE CONTRACTOR AND

REGISTERED TO PRACTICE IN THE STATE OF NEVADA. THE DESIGN SHALL BE BASED

ON THE SOIL PARAMETERS SPECIFIED AND THE FINAL COLUMN REACTIONS REPORTED

BY THE PEMB MANUFACTURER. THE DESIGN SHALL BE SIGNED AND SEALED BY THE

PROFESSIONAL ENGINEER AND SUBMITTED TO THE CONTRACTING OFFICER FOR

APPROVAL. FOUNDATIONS FOR ITEMS OTHER THAN THE PEMB BUILDING COLUMN

FOUNDATIONS WILL BE CONSTRUCTED AS SHOWN.

EXCEED h/600 FOR FRAMING SUPPORTING UNREINFORCED MASORY, SUCH AS MASONRY VENEER; h/500 FOR FRAMING SUPPORTING BRITTLE WALL FINISHES, SUCH AS GYPSUM

MAXIMUM LATERAL DRIFT OF THE BUILDING'S STEEL FRAMES AT THE EAVES SHALL NOT

WALL BOARD; NOR h/240, OR 2 INCHES, WHICHEVER IS MORE STRINGENT. FOR FRAMING SUPPORTING METAL WALL PANELS. "h" REPRESENTS THE FRAME HEIGHT FROM THE TOP

OF THE EAVE STRUT. MORE STRINGENT DRIFTING CRITERIA SHALL APPLY FOR BRITTLE

FINISHES. VERTICAL LIVE LOAD DEFLECTIONS OF ROOF PERLINS SHALL NOT EXCEED L/240.

DETERMINATION OF SEISMIC LOADING SHALL TAKE INTO ACCOUNT THE DEAD LOAD OF

THE EXTERIOR COMPONENTS AND CLADDING.

2.

REDUNDANCY SHALL BE PROVIDED TO THE VERTICAL AND HORIZONTAL BRACING

SYSTEMS.

5. THE STANDING SEAM ROOFING SHALL NOT BE PERMITTED TO ACT AS A DIAPHRAM TO

TRANSFER THE LATERAL LOADS.

6. ALL BRACING USED TO TRANSFER OR RESIST LOADS SHALL BE EITHER HOT ROLLED

STEEL SECTIONS OR RODS. CABLE BRACING IS NOT ALLOW, EXCEPT FOR ERECTION

PURPOSES.

7. REFER TO SPECIFICATION SECTION 133419 METAL BUILDING SYSTEMS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PEMB MANUFACTURER THE

MAGNITUDE AND APPROXIMATE LOCATIONS OF CONCENTRATED HANGER LOADS GREATER

THAN 55 LBS. REFER TO MECHANICAL SHEETS FOR PIPE AND HVAC ROUTING AND SIZES.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND COORDINATION OF ALL LOAD

SUPPORT SYSTEMS. THE CONTRACTOR SHALL ACCOUNT FOR ALL LOADS IMPOSED ON ALL

SUPPORT SYSTEM MEMBERS AND THEIR CONNECTION INCLUDING BUT NOT LIMITED TO ALL

COLLATERAL AND CONCENTRATED LOADS. DESIGN AND PROVIDE STRUCTURAL MEMBERS

FOR SUPPORT OF HVAC UNITS, DUCTS, FANS, PIPING, ELECTRICAL COMPONENTS,

SUPPORTED PARTITIONS, ETC.

10. THE PRE-ENGINEERED METAL BUILDING SHALL BE IN ACCORDANCE THE LATEST EDITION OF

THE METAL BUILDING MANUFACTURER'S ASSOCIATION (MBMA), DESIGN PRACTICES MANUAL.

SOILS INFORMATION BASED ON "FINAL GEOTECHNICAL ENGINEERING REPORT, USDA

PLANT MATERIALS CENTER BUILDING ADDITION", FALLON, NEVADA BY TERRACON

CONSULTANTS, INC. REPORT/JOB NO. NB185040 DATED JUNE 11, 2018.

1.

SPREAD FOOTING

MINIMUM FROST DEPTH = 18", BOTTOM OF FOOTINGS SHALL BE ONE FOOT BELOW THE

FROST LINE AND BEAR A MINIMUM OF 28" BELOW LOWEST ADJACENT GRADE.

SLAB ON GRADE

SOIL WORK SHALL BE OBSERVED AND TESTED BY THE GEOTECHNICAL ENGINEER

DURING GRADING, EXCAVATION, FOUNDATION CONSTRUCTION AND OTHER EARTH-

RELATED CONSTRUCTION PHASE OF THE PROJECT.

FOUNDATION BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH THE

GEOTECHNICAL REPORT AND APPROVED BY THE GEOTECHNICAL ENGINEER.

2.

3.

4.

6.

FOUNDATION

ALLOWABLE SOIL BEARING PRESSURE = 1,500 PSF.A)

THE GEOTECHNICAL ENGINEER SHALL OBSERVE AND TEST THE SOIL FOUNDATIONB)

IF UNSUITABLE BEARING SOILS ARE ENCOUNTERED IN FOOTING EXCAVATION, THE C)

EXCAVATION SHALL BE EXTENDED DEEPER TO SUITABLE SOILS. REFER TO

GEOTECHICAL REPORT FOR EXCAVATION AND COMPACTION REQUIREMENTS.

THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A STABLE SUBGRADE DURINGD)

CONSTRUCTION. THE CONTRACTOR SHALL PREVENT GROUNDWATER, IF

ENCOUNTERED AND SURFACE WATER RUNOFF FROM COLLECTION IN THE

EXCAVATION SUBGRADE SOILS THAT BECOME UNSTABLE BECAUSE OF WATER/OR

REWORKING BY CONSTRUCTION ACTIVITY SHALL BE REPLACED WITH COMPACTED

A) FLOOR SLAB CONTROL JOINTS AND CONSTRUCTION JOINTS SHALL BE PLACED AS

SHOWN ON THE SLAB PLANS.

5.

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAY BE

INCORPORATED IN THE CONCRETE DESIGN MIXES. A HIGH-RANGE WATER-REDUCING

(HRWR) ADMIXTURE CONFORMING ASTM C494, TYPE F, G, & S MAY BE USED IN

CONCRETE MIXES PROVIDED THAT SLUMP DOES NOT EXCEED 8". AN AIR-ENTRAINING

AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR THE

A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT4.

CEMENT

AGGREGATE

REINFORCEMENT

ASTM A706

ANCHOR BOLTS

ASTM A1554

THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE THE MINIMUM

COMPRESSIVE STRENGTHS AT 28 DAYS.

ITEM OF

CONSTRUCTION

SEVENTY PERCENT OF THE SPECIFIED 28-DAY STRENGTH FOR ANY CONCRETE

CONSTRUCTION REQUIRING SHORING, BRACING OR TO RECEIVE CONSTRUCTION LOADS.

MATERIALS:

CONCRETE STRENGTHS:

CONCRETE SHALL BE PROPORTIONED SUCH THAT 7-DAY STRENGTHS ARE A MINIMUM OF

REINFORCED CONCRETE

1.

2.

3.

ASTM C150

ASTM C33

ASTM A615

REINFORCEMENT

ASTM A36

ANCHOR BOLTS

STRENGTH

(PSI)

GRADE 60 WELDABLE

HEADED MACHINE BOLTS, GRADE 36

TYPE II

CRUSHED ROCK

GRADE 60 TYPICAL

HOOKED ANCHOR BOLTS

EXTERIOR HORIZONTAL SURFACES EXPOSED TO COLD WEATHER. THE AMOUNT OF

SLAB-ON-GRADE, & FOOTINGS...............................................................4,500

MATERIALS.

STRUCTURAL FILL.

ENTRAINED AIR SHALL BE 6% ± 1% BY VOLUME.

87 EQUIVALENT BAR DIAMETERS FOR BOTTOM BUNDLES AND 113 EQUIVALENT

BAR DIAMETERS FOR TOP BUNDLES, WHERE THE EQUIVALENT DIAMETER IS

BASED UPON THE COMBINED AREAS OF THE BARS BUNDLED. LAP LENGTHS

FOR BARS IN BUNDLES OF 4 OR MORE BARS SHALL BE INCREASES AN

ADDITIONAL 11 PERCENT.

WITH E90XX ELECTRODES.

INSPECTION BY THE SPECIAL INSPECTOR AND OBSERVATION BY THE CONTRACTING

OFFICER. MAKE SURE TO PROTECT BOLT THREADS FROM CONCRETE SPLATTER.

INDIVIDUAL SPLICES OF BARS IN A BUNDLE SHALL BE STAGGERED AT LEAST

ALL LAP SPLICES ARE CLASS B UNLESS OTHERWISE NOTED ON PLANS.

WELDED REINFORCEMENT: ASTM A706, CERTIFIED WELDERS. WELD PER AWS D1.4

iv) v)

D)

ANCHOR BOLTS AND DOWELS: SECURELY HELD IN PLACE PRIOR TO FOUNDATION6.

CORNER OF RECTANGULAR HOLES IN SLABS. PLACE BARS DIAGONALLY.

SPLICES IN OTHER BOTTOM REINFORCEMENT; STAGGER SPLICES FOR TOP

REINFORCEMENT SIMILARLY.

SLAB CORNERS: PROVIDE (2)-#4 X 4'-0" AT RE-ENTRANT CORNERS AND EACH

SPLICES (LAPS) U.N.O.

IN NO CASE SHALL LAPS BE LESS THAN 24 INCHES LONG.

STAGGER CONTINUOUS FOOTING BOTTOM SPLICES AT LEAST 6'-0" FROM

B)

C)

i) SEE TABLE A, CONCRETE LAP SPLICE PER 2/S-501, FOR TENSION LAP SPLICE

ii) iii)

LENGTHS.

ACI 318. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTING OFFICER

BEFORE FABRICATION.

REINFORCEMENT:5.

A) SHOP DRAWINGS, FABRICATION AND PLACING: SHALL CONFORM TO ACI 315 AND

FOOTINGS OR COLUMNS UNLESS SPECIFICALLY DETAILED. ALL PROPOSED CONCRETE

ADMIXTURES: REVIEWED BY CONTRACTING OFFICER, NO CALCIUM CHLORIDE.

BOLTS IN CONCRETE: MINIMUM EMBEDMENT SHALL BE PER ACI, BUT NOT LESS THAN

7-INCHES UNLESS NOTED OTHERWISE.

PIPES, SLEEVES AND DUCTS: SHALL NOT BE PLACED IN WALLS, BEAMS, SLABS,

CHAMFER: 3/4 INCH ON EXPOSED CORNERS.

7.

8.

9.

10.

PENETRATIONS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL.

ABV

ADDL

HT

HSH

HSB

HORIZ

HGR

HDR

HD

(H)

GR

GLB

GALV

GA

FT

FS

FRMG

FOS

FOM

FOC

FN

FLR

FLG

FJ

FF

FDN

EW

ES

EQ

EN

EMBED

ELEV

ELEC

EL

EF

EA

(E)

DWL

DWG

DP

DO

DN

DIM

DIA

DF

DBL

CTRD

CSK

CP

CONT

CONST

CONN

CONC

COL

CLR

CL

CJ

CJ

CIP

CB

C

BTWN

BRG

BP

BOS

BOF

BN

BM

BLW

BLKG

BLK

(B)

AWS

ASSOCIATION

AWPA

TESTING AND MATERIALS

ASTM

ASD

ARCH

ASSOCIATION

APA

ALT

STEEL CONSTRUCTION

AISC

ADJ

WWF

WT

WPJ

WP

WD

W/O W/

WL

VSH

VERT

(V)

UON

UNO

UBC

TYP

TS

TOW

TOT

TOS

TOP

TOC

TO

TN

THRD

THK

TG

T AND B

(T)

STRUC

STL

STIFF

STGR

STD

SQ

SPEC

SOG

SIM

SHTHG

SEP

SECT

SCHED

SC

REF

REQD

REINF

R P.T.

PP

PLYWD

PLCS

PL

PC

ORIG

OPP

OPNG

OH

OF

OC

NTS

NS

NO

NIC

MTL

MISC

MIN

MFR

MECH

MB

MAX

MATL

LT WT

LOC

LDGR

KP

JT

JST

IN

ABBREVIATIONS

AB ANCHOR BOLT

ICC INTERNATIONAL CODE

COUNCIL

ABOVE

ADDITIONAL

INCH/INCHES

ADJACENT

JOIST

AMERICAN INSTITUTE OF

JOINT

KING POST

ALTERNATE

LEDGER

AMERICAN PLYWOOD

LOCATION

LIGHTWEIGHT

ARCHITECTURAL/ARCHITECT

MATERIAL

MAXIMUM

ALLOWABLE STRESS DESIGN

AMERICAN SOCIETY FOR

MACHINE BOLT

MECHANICAL

AMERICAN WOOD PRESERVERS

MANUFACTURER

MINIMUM

MISCELLANEOUS

AMERICAN WELDING SOCIETY

BOTTOM

METAL

BLOCK

NOT IN CONTRACT

BLOCKING

NUMBER

BELOW

NEAR SIDE

BEAM

NOT TO SCALE

BOUNDARY NAIL

ON CENTER

BOTTOM OF FOOTING

OUTSIDE FACE

BOTTOM OF STEEL

OPPOSITE HAND

BASE PLATE

OPENING

BEARING

OPPOSITE

BETWEEN

ORIGINAL

CAMBER

PRECAST

CARRIAGE BOLTS

PLATE

CAST-IN-PLACE

PLACES

CONSTRUCTION JOINT

PLYWOOD

CEILING JOIST

PARTIAL PENETRATION

CENTER LINE

POST-TENSION

CLEAR

RADIUS

COLUMN

REINFORCEMENT

CONCRETE

REQUIRED

CONNECTION

REFERENCE

CONSTRUCTION

CONTINUOUS

SHEAR CONNECTOR

COMPLETE PENETRATION

SCHEDULE

COUNTER SINK

SECTION

CENTERED

SEPARATION

DOUBLE

SHEATHING

DOUGLAS FIR/LARCH

SIMILAR

DIAMETER

SLAB ON GRADE

DEEP

SPECIFICATION

DIMENSION

SQUARE

DOWN

STANDARD

DITTO (REPEAT)

STAGGER

DRAWING

STIFFENERS

DOWEL

STEEL

EXISTING

STRUCTURAL

EACH

TOP

EACH FACE

TOP AND BOTTOM

ELEVATION

TAPERED GIRDER

ELECTRICAL

THICKNESS/THICK

ELEVATOR

THREADED

EMBEDMENT

TOENAIL

EDGE NAIL

TOP OF

EQUAL OR EQUIVALENT

TOP OF CONCRETE

EACH SIDE OR END STRIP

TOP OF PARAPET

EACH WAY

TOP OF STEEL

FOUNDATION

TOTAL

FINISHED FLOOR

TOP OF WALL

FLOOR JOIST

TUBE STRUCTURAL

FLANGE

TYPICAL

FLOOR

UNIFORM BUILDING CODE

FIELD NAIL

UNLESS NOTED OTHERWISE

FACE OF CONCRETE

UNLESS OTHERWISE NOTED

FACE OF MASONRY

VERTICAL

FACE OF STUD

VERTICAL

FRAMING

VERTICAL SLOTTED HOLES

FAR SIDE

WIND LOAD

FOOT/FEET

WITH

GAUGE

WITHOUT

GALVANIZED

WOOD

GLUED LAMINATED BEAM

WATER PROOF/WORK POINT

GRADE

WEAKENED PLANE JOINT

HORIZONTAL

WEIGHT

HOLDOWN

WELDED WIRE FABRIC

HEADER

HEIGHT

HORIZONTALLY SLOTTED HOLES

HIGH STRENGTH BOLT

HORIZONTAL

HANGER

CGS CENTER OF GRAVITY OF STEEL

GSN GENERAL STRUCTURAL NOTES

5/- INDICATES A SECTION OR DETAIL

THAT APPEARS ON THE SAME SHEET

AS THE REFERING INFORMATION.

EF EDGE FASTENER

FY YIELD STRENGTH

SCJ SHRINKAGE CONTROL JOINT

IF INSIDE FACE

KSI KIPS PER SQUARE INCH

LB POUNDS

PSI POUNDS PER SQUARE INCH

WPS WELDING PROCEDURES

SPECIFICATION

FTG FOOTING

NOTE:

- ALL ABBREVIATIONS MAY NOT BE USED.

- ABBREVIATIONS MAY OR MAY NOT USE

PERIOD (.). THIS DOES NOT ALTER THE

MEANING INTENDED.

HAS HEADED ANCHOR STUDS

CS COLUMN STRIP

MS MID STRIP

SJ SAW JOINT

RF ROOF

PEMB PRE-ENGINEERED METAL

BUILDING

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

M. LOWE

P. FINLEY

08-13-18

GENERAL NOTES

S-002

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

3.1 4.3

B.1

C

D

6" SLAB-ON-GRADE

w/ #4 @ 18" OC

EACH WAY

30' - 0"

FOC

FO

C

8"

FO

C

FA

CE

O F

CO

LU

M N

8"

8" 1'

- 0

5/ 8"

/8

SJ SJ

SJ

SJ SJ

SJ

SJ SJ

SJ

SJ

(E) BUILDING

S-502

S-502

FA

CE

O F

CO

LU

M N

EDGE OF COLUMN

SIM

PLACE NEW FND

TIGHT AGAINST

(E) FND

S-502

#4 HAIRPINS CONTINUOUS

FROM COLUMN TO COLUMN

3'-6" x 3'-6" x 1'-0"

FOOTING AT FRAME

COLUMNS, TYP

TYP

1' - 2" 1' - 2"

1'

- 2

TYP

2'-9" x 3'-6" x 1'-0"

FOOTING

1'

- 9

1' - 9"

1'

- 9

2'-9" x 3'-6" x 1'-0"

FOOTING

1' - 9"

1'

- 2

24" THICK

MECHANICAL PAD

PER 4/S-502

REFERENCE PRE-ENGINEERED METAL BUILDING (PEMB) NOTES,

SHEET S-002, FOR STRUCTURAL DESIGN REQUIREMENTS.

SJ - INDICATES SAWED CONTRACTION JOINT.

CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATIONS OF

HOUSEKEEPING PADS BASE ON ACTUAL EQUIPMENT FURNISHED.

PROVIDE 2" SEISMIC EXPANSION JOINT BETWEEN FACE OF (E)

BUILDING AND FACE OF NEW BUILDING SUPERSTRUCTURE.

TOP OF CONCRETE ELEVATION 100'-0" = CIVIL FF ELEVATION 3963 FT.

SHEET NOTES:

1.

2.

3.

4.

5.

LEGEND:

INDICATES BRACE LOCATION

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

M. LOWE

P. FINLEY

08-13-18

FOUNDATION AND FIRST FLOOR

SLAB PLAN S-100

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

1/4" = 1'-0"1 FOUNDATION AND SLAB PLAN

4 3 2 1 0 4 8

NORTH

MIN.

4"

HSS BEAM

(E) BEAM

3"

1/ 2"

1/

2"

1 1/2"1 1/2"

1/2"

3/16 3/16

P 3/16" w/ (2) 3/4"Ø

A325 BOLTS

L

P CAP 1/4"L

HSS COL.

C8 BEAM

C8X11.5

C8X11.5

C8X11.5

C8X11.5

C8 X1

1.

C8 X1

1.

C8 X1

1.

C8 X1

1.

HSS3X3X1/4

HSS3X3X1/4

HSS3X3X1/4

HSS3X3X1/4

3' - 6" MAX.

3'

- 6

" M

AX

(N O

TE

(N

O

TE

) (NOTE 1) (NOTE 1)

S-110

TYP.

S-110

S-110

TYP.

C8

HS

S3 x3

HS

S3 x3

HSS8x4

HSS8x4

HSS8x4

4'- 0"

M

AX

(N O

TE

t1

HSS BEAM

PER PLAN

HSS BEAM

PER PLAN

t

HSS BEAM

PER PLAN

HSS BEAM

PER PLAN

UNEQUAL DEPTHS

EQUAL DEPTHS

"A" "A"

HSS BEAM TO HSS BEAM

t

A A

HSS COLUMN

HSS BEAM

HSS BEAM TO HSS COLUMN

HSS COLUMN

BEAM WIDTH < COLUMN WIDTH

PLAN

HSS BEAM

1t

HSS BEAM

HSS COLUMN

"A" WELD = SMALLEST TUBE

THICKNESS "t" OR "t " U.N.O.1

BEAM WIDTH = COLUMN WIDTH

PLAN

SECTION A-A

t t t t t t

"A"

"A" "A"

TOP AND

BOTT

"A"

T AND B GRID

SMOOTH

"A"

BOTH SIDES

BOTH SIDES

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

A. GARBER

P. FINLEY

08-13-18

FAN SUPPORT PLATFORM

BID OPTION 1 S-110

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

N.T.S.1 FAN SUPPORT PLATFORM

(E) BEAM(N) HSS8x4x1/4

(N) HSS8x4x1/4

(N) HSS8x4x1/4

(N) HSS8x4x1/4

(N) HSS3x3x1/4

POST, TYP.

(N) C8x11.8

BEAM, TYP.

1 1/2" = 1'-0"6 BEAM TO BEAM CONNECTION

1 1/2" = 1'-0"5 BEAM TO COL. CONNECTION

1" = 1'-0"2 T.O. STEEL - FAN SUPPORT PLATFORM

NOTES:

1. FIELD LOCATE & ADJUST STEEL STRUCTUREAL

SUPPORTS AS REQIRED FOR THE SUPPORT OF THE

FAN SELECTED

1" = 1'-0"3 ELEVATION - FAN SUPPORT PLATFORM

4 TYPICAL HSS TO HSS

"D" db

6db*OR3" MIN 135° HOOK

BAR SIZE D'

1 1/2"

2" 2 1/2"

#3 #4 #5

"D" db

90° HOOK

* PROVIDE 10db EXTENSIONS IN LIEU OF 6db AT ALL FRAME COLUMNS, GIRDERS, SHEAR WALLS AND SHEAR

WALL BOUNDARY MEMBERS.

TIES & STIRRUPS HOOKS ONLY

TYPICAL COLUMN BAR

OFFSET

"D" db 12 db

U.

N.

O db

OR 2 1/2"

STANDARD HOOKS

90° HOOK180° HOOK

40 DIA IN MASONRY

30 DIA. IN

CONCRETE

2'-0" MIN. U.N.O.

TYP. COMPRESSION LAP SPLICE

BAR SIZE "D"

6d 8d

10d

#3 THRU #8

#9 THRU #11

#14 THRU #18

NOTE:

FOR TENSION SPLICE

SEE 2/S-501.

4db MIN.

"D b b b

BAR DESCRIPTION

AND LOCATION IN

STRUCTUTE

BAR WITH

SPACING > 2 x d

CLEAR COVER >d

OR BEAM & COLUMN

BARS WITH

SPACING > d

CLEAR COVER > d b b b b

OTHER CASES

4500 TOP

BOTTOM

TOP

BOTTOM

CONCRETE

STRENGTH

psi

BAR SIZE

LAP CLASS

#3 #4 #5 #6 #7 #8 #9

A B A B A B A B A B A B A B

1'-6" 1'-2"

2'-0" 1'-6"

2'-1" 1'-6"

2'-6" 2'-1"

2'-6" 2'-0"

3'-2" 2'-6"

3'-0" 2'-4"

3'-11" 3'-0"

4'-4" 3'-5"

5'-7" 4'-4"

5'-0" 3'-10"

5'-7" 5'-0"

5'-7" 4'-3"

5'-7" 5'-7"

2'-3" 1'-10"

2'-11" 2'-3"

3'-0" 2'-4"

3'-11" 3'-0"

3'-11" 2'-10"

4'-9" 3'-8"

4'-5" 3'-6"

5'-9" 4'-5"

6'-6" 5'-0"

8'-5" 6'-6"

7'-4" 5'-8"

9'-6" 7'-4"

8'-4" 6'-4"

10'-9" 8'-4"

NOTES:

1.

2.

3.

4.

d

USE THIS TABLE FOR BAR SPLICES UNLESS SPECIFICALLY DETAILED

AND DIMENSIONED ON PLANS.

THIS SCHEDULE IS NOT APPLICABLE TO DUCTILE MONENT FRAME

MEMBERS RESISTING SEISMIC FORCES.

FOR TENSION DEVELOPMENT LENGTHS "L ", USE CLASS "B" SPLICE

LENGTHS.

ALL SPLICES SHALL BE CLASS "B" UNLESS NOTED OTHERWISE ON

PLANS.

5.

6.

7.

8.

TOP BARS ARE HORIZONTAL REINFORCEMENT WITH MORE THAN

12" OF CONCRETE CAST BELOW BAR.

BOTTOM BARS ARE VERTICAL BARS, ALL HORIZONTAL WALL

REINFORCEMENT, AND HORIZONTAL REINFORCEMENT WITH LESS

THAN 12" OF CONCRETE CAST BELOW BARS.

COVER DESIGNATES CLEAR CONCRETE COVER FROM SPLICED

BAR TO FACE OF MEMBER, SPACING DESIGNATES CLEAR

DIMESION BETWEEN SPLICED BARS.

SHEARWALLS WITH TWO CURTAINS OF REINFORCING SHALL NOT

HAVE EACH CURTAIN OF HORIZONTAL BARS SPLICED AT SAME

LOCATION.

GRADE 60

GRADE 60

DOUBLE CURTAIN

SINGLE CURTAIN

STD. HOOK

STD. HOOK

STD. HOOK TYP.

CORNER BARS SAME SIZE

AND SPACING AS HORIZ

REINF

2'- 0"

M

IN

CL

AS

S

A

LA

P

2'- 0 "

M

IN

CA

LS

S

A

LA

P

2'-0" MIN.

CLASS A LAP

REINF. CONTINUOUS

ACROSS JOINT

SAWED OR FORMED

JT. SEE DETAIL 'A'

(T = SLAB THICKNESS)

SLAB ON GRADE

T

BELOW SLAB FILL

PER DETAIL 5/-

1/

4"

1/ 2"

SEALANT AND BACKER

ROD. RE: ARCH.

DETAIL 'A'

(SAWED OR FORMED)

1/8" RADIUS TOOLED JT.

(WHEN FORMED)

SPECIAL COATING

RE: ARCH

1/8" - 1/4" SAWED - SEALANT ONLY.

1/2" - FORMED - SEALANT AND BACKER

ROD

(2) #4x4'-0"

AT 4" OC AT

MID-DEPTH OF

SLAB (TYP.)

4 SETS OF #4x4'-0" AT

4" OC AT MID-DEPTH

OF SLAB

(2) #4x4'-0" AT 4" OC

AT MID-DEPTH OF SLAB

WHERE STAGGERING JOINTS

CANNOT BE AVOIDED (TYP.)

S.J.

C.J.

ISOLATION

JOINTS (TYP.)

S.J.S.J.

(2) #4x4'-0" AT 4" OC

AT MID-DEPTH OF SLAB FOR

RE-ENTRANT CORNERS AND

12"x12" OPENING OR LARGER

C.J.

REINFORCED CONCRETE

SLAB. SEE FOUNDATION

PLAN FOR THICKNESS.

10 MIL VAPOR

BARRIER

6" CRUSHED AGGREGATE

GRANULAR MATERIAL

LESS THAT 6% PASSING

THE US NO. 200 SIEVE PER

SOILS REPORT

12" COMPACTED NON-EXPANSIVE

ENGINEERED FILL PER SOILS

REPORT

7 37/ 128" 1 159/ 256" 6 1/ 16" 5"

6 1

/2

1 5 5/

6"

1 1

/2

7 37/ 128"4 21/ 32"

3 6 1/

6"

6 1

/2

1 3 9/ 64"

1 1 61/ 256"

6 1 49/ 256"

2"

CLR

"D"

CLASS A LAP

(2'-0" MIN)

RI

SE

(2 '-0

" M

IN

3"

CLR"D

"D

FT

G

DE

PT

H

2"

CL

R

3"

CL

R

2x RISE

6"

MIN

2x RISE

CLASS A LAP

(2'-0" MIN)

MATCH T & B

FTG REINF

SLOPE TO BE 1 VERT TO 2 HORIZ EXCEPT WHERE

SHOWN OTHERWISE (MAX)

REINFORCING TO MATCH SIZE AND SPACING OF

FOOTING REINFORCING (TOP BARS SHOWN DASHED)

NOTES:

1.

2.

1' - 6" MIN

1'

- 2

5/1

5 1 3/

6"

BOT OF

FTG

NO EXCAVATION

BLW THIS LINE

2 MIN.

TR

EN

CH

NOTES

1. WHERE BOT OF CONC FILL IS MORE THAN 3'-0" BLW

BOT OF FTG, STEP FTG PER 2/-.

2. PLACE CONC FILL AROUND SLEEVE BEFORE POURING

CONT FTG. FILL SHALL BE SAME WIDTH AS CONT FTG

AND FULL WIDTH OF PIPE TRENCH.

BOT OF

FTG

PROVIDE SLEEVE

W/ ID 2" GREATER

THAN O.D. OF

PIPE TYP. 6"

M

IN

3'-

0" M

AX

BOT OF

FTG

M

IN

6"

10 41/ 256"

9" MIN.

M

IN

4"

3. PLACE NO PIPES IN FOOTING UNLESS SPECIFICALLY

DETAILED ON THE STRUCTURAL DRAWINGS.

4. AT MULTIPLE PIPES, THE MINIMUM CENTER-TO-CENTER

SPACING SHALL BE (3) PIPE SLEEVE DIAMETERS.

HEAVY HEX NUT

STANDARD WASHER

T.O.C.

3 4 7/

8"

TACK WELD NUT TO BAR

(3) PLACE, TYP.

LEVELING NUT

EM

BE

DM

EN

T

DE

PT

H

O F

PR

JE

CT

IO

N

PE

R M

ET

AL

BU

IL

DI

NG

RE

Q

'M

TS

, T

YP

2 2

/2

G

RO

UT

P

LU

S

BA

SE

P

LA

TE

TH

IC

KN

ES

S, T

YP

EM

BE

DM

EN

T

DE

PT

H

O F

T.O.C.

HEADED BOLT THREADED BAR WITH DOUBLE NUT

NTSNTS

NOTES:

1.

2.

SEE METAL BUILDING PLANS FOR SIZES. DEPTH OF EMBEDMENT TO BE 12 INCHES MIN UNLESS

NOTED OTHERWISE.

UNLESS SPECIFICALLY NOTED OTHERWISE, EITHER OF THE ANCHOR BOLTS SHOWN CAN BE USED.

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

M. LOWE

P. FINLEY

08-13-18

TYPICAL CONCRETE SECTIONS

AND DETAILS S-501

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

N.T.S.1 TYPICAL REINFORCING BAR BENDS

N.T.S.2 SPLICE TABLE A - GENERAL

N.T.S.6

TYP REINF AT INTERSECTION OF

FOOTING AND BEAMS

N.T.S.3 TYPICAL SAWED JOINT

N.T.S.7

SLAB-ON-GRADE REINF AT

OPENINGS AND BLOCKOUTS

N.T.S.5 TYP SLAB-ON-GRADE DETAIL

N.T.S.8 TYP STEPPED WALL FOOTING

N.T.S.9 SECTION AT PIPE FOOTING

N.T.S.10 ANCHOR BOLT DETAIL

GRID

EDGE OF SLAB

#4 HAIRPIN PER PLANS

LOCATE 3" CLEAR FROM

TOP OF SLAB

EDGE OF BASE

PLATE

WIDEN FOOTING AT

COLUMNS AS REQ'D

#6 VERTICAL DOWELS

PLACED SYMETRICALLY

AROUND ANCHOR BOLTS

AS SHOWN. DOWELS

SHALL HAVE STD HOOKS

TOP AND BOTTOM

ANCHOR BOLT, TYP

COULMN AND BASE

PLATE PER THE

METAL BUILDING

PLANS

S-502

GRID

TY

P

3" M

AX

TY

P

6" M

IN

TYP

4" MIN

EDGE OF BASE

PLATE

CONTINUOUS FOOTING

NOTE:

1. USE SIMILAR DETAIL AT PORTAL FRAMES AND CORNER

AND ENDWALL COLUMNS

3" CLR

WIDEN GRADE

BEAM AT COLUMNS

PER DETAILS

#5 BAR TO BE LOCATED

OUTSIDE OF ANCHOR

BOLTS AT CORNERS AND AT

END WALL COLUMNS, TYP

FINISHED GRADE SLOPED

TO DRAIN AWAY, TYP

FACE OF CONCRETE, TYP

SLAB REINFORCING PER

FOUNDATION PLAN

24" LAP, TYP

8"

FR

O

ST

D

E P

TH

2'

- 6

4"

3" C

LR

#4 AT

24" OC

24"

10"

(2) #5 TOP AND BOTTOM

CONTINUOUS

6" MIN AGGR BASE

MATERIAL

STD HOOK

MIN

1' - 2"

(E) BUILDING FDN @

SIM WHERE OCCURS

1'

- 0

CONTINUOUS FOOTING

REINF TOP AND BOTTOM (3) #5 BARS EACH WAY

TOP AND BOTTOM

3" C

LR

ADDED #6 VERTICAL

DOWELS w/ STD

HOOKS AT ANCHOR

BOLTS, TYP OF 4 AT

EACH FRAME COLUMN

COLUMN AND ANCHOR BOLTS

BY PRE-ENGINEERED BUILDING

MANUFACTURER

PER PLAN

6" 1'

- 6

MIN

6"

#5 @ 14" OC

TOP AND BOTT

2" C

LR

3"

C

LR

MECH EQUIPMENT

BASE, RE: MECH

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

M. LOWE

P. FINLEY

08-13-18

CONCRETE SECTIONS AND

DETAILS S-502

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

N.T.S.2 PLAN VIEW AT FRAME COLUMNS

N.T.S.1 SECTION

N.T.S.3 SECTION

N.T.S.4 MECH FOUNDATION PAD

B

1 2 3 4 5 6 7

WAREHOUSE SHOP

D

B.1

C

3.1 4.3

DRIVE WAY

XD

LAB

COMPUTER RM RESTROOM

SEED CLEANING

CONF.

BREAK RM.

OFFICE

JAN.

UNISEX

OPEN OFFICE

XD

23'-10"

XD

DF

FE

C

FE

C

FEB

MECHANICAL UNIT;

RE: MECHANICAL

EXISTING EXISTING

EXISTINGEXISTING

UTLITY CLOSET

109B

EXISTING

52'-9" 32'-9"

APPLICABLE CODES:

NFPA 101 LIFE SAFETY CODE, 2015 EDITION

IBC 2015 EDITION

BUILDING FLOOR AREA:

EXISTING FACILITY: 5,076 SF

OFFICE ADDITION: 1,500 SF

TOTAL AREA: 6,576 SF

OCCUPATION TYPE:

GROUP U - UTILITY / STORAGE (IBC) (NFPA 101)

GROUP B - BUSINESS GROUP B (IBC)

GROUP A - ASSEMBLY (INCIDENTAL PER IBC 509)

CONSTRUCTION TYPE:

TYPE II-B NS

REQUIRED FIRE RATINGS: IBC TABLE 601

STRUCTURAL FRAME: 0

FLOOR CONSTRUCTION: 0

ROOF CONSTRUCTION: 0

EXTERIOR WALLS: 0

INTERIOR WALLS: 0

OCCUPANCY SEPARATION: NO OCCUPANCY

SEPARATION BASED ON MOST RESTRICTIVE

OCCUPANCY (U) PER IBC 508.3

BASIC ALLOWABLE AREAS:

ALLOWABLE:

BUILDING AREA PER STORY: 8,500 SF

STORIES ABOVE GRADE: 2 STORY

BUILDING HEIGHT: 55' - 0"

ACTUAL:

BUILDING AREA PER STORY: 6,576 SF

STORIES ABOVE GRADE: 1 STORY

BUILDING HEIGHT: 16' - 6"

OCCUPANT LOAD:

BUSINESS: 1,500 S.F. / 100 S.F. = 15 OCC

UTILITY / STORAGE: 4,588 / 500 S.F. = 10 OCC

TOTAL: = 25 OCC

NUMBER OF EXITS: NFPA 38.2.4.3 (NEW ADDITION)

REQUIRED: 1 EXITS

PROVIDED: 2 EXITS

EXIT WIDTH:

EGRESS COMPONENTS: 36" MINIMUM (NFPA 101 7.3.4)

EXIT DISCHARGE:

EXITS DISCHARGE SHALL BE AT GRADE OR SHALL

PROVIDE DIRECT PATH OF EGRESS TRAVEL TO GRADE.

TRAVEL DISTANCE TO EXITS:

REQUIRED: NOT TO EXCEED 200' (NFPA 101 38.2.6.2)

PROVIDED: 52'-9" ACTUAL

EXIT MARKINGS:

EXITS SIGNS ARE REQUIRED ALL EXIT DOORS (NFPA 101

7.10.1.2

FIRE EXTINGUISHERS:

CLASS A LOW (LIGHT) HAZARD, MAXIMUM FLOOR AREA

PER UNIT OF A = 3,000 S.F.; MAXIMUM TRAVEL TO

EXTINGUISHER = 75'

PLUMBING REQUIREMENTS: PER IBC 2015

BUILDING CODE SUMMARY

WATER CLOSETS LAVATORIES DRINKING

FOUNTAIN

SERVICE

SINKMALE FEMALE

1 PER 25 FOR THE

FIRST 50 AND 1 PER 50

FOR THE REMAINDER

EXCEEDING 50

1 PER 40 FOR THE

FIRST 80 AND 1 PER 80

FOR THE REMAINDER

EXCEEDING 80

MALE FEMALE

1 PER 100 1 SERVICE

SINK

WATER CLOSETS LAVATORIES DRINKING

FOUNTAIN

SERVICE

SINK1 UNISEX 1 LAVATORY

1 1

FIXTURES PROVIDED

LEGEND

EXIT PATH

TOTAL TRAVEL DISTANCE

COMMON PATH OF TRAVEL

DEAD END CORRIDOR LENGTH

POINT OF EXIT DISCHARGE FOR EXITS

X'-X" X'-X" X'-X"

XD

BUSINESS GROUP B

UTILITY GROUP U

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER BRACKET

OCCUPANT LOAD

DRINKING FOUNTAIN

FEC

FEB

DF

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

F. DE LUNA

A. RIVARD

08-13-18

ARCHITECTURAL LIFE SAFETY

PLAN A-100

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

1/8" = 1'-0"1 LIFE SAFETY PLAN

NORTH

8 6 4 2 0 8 16

3 4 5 6

WAREHOUSE SHOP

LAB

COMPUTER RM RESTROOM

A-201

SEED CLEANING

A-201

A-201

A-401

A-301

A-301

CONF.

BREAK RM.

OFFICE

JAN.

UNISEX

OPEN OFFICE

29' - 6"

7'

- 4

/2

5'

- 0

8'

- 0

0"

REF

12' - 6"

7' - 6"

2'

- 4

7'

- 4

4'

- 0

7'

- 2

D

B.1

C

3.1 4.3

FROM EXTERIOR FACE TO STUD

48' - 9 1/2"

A-401

UTLITY CLOSET

109B

1'

- 0

1'-

0" 1'-2"

1'-2"

7'- 6"

7'- 4"

7'- 8"

7'- 0"

5'- 6"

9'- 6"

5'- 0"

'-0

7'-

2" 4'-

6"

DIMENSIONS INDICATED ARE FROM FACE OF STUD OR CENTERLINE OF

COLUMN UNLESS NOTED OTHERWISE. SEE ENLARGED FLOOR PLANS

FOR ADDITIONAL DIMENSIONS NOT INDICTED ON OVERALL PLANS.

OVERALL PLANS INCLUDE REFERENCES TO BUILDING ELEVATIONS,

AND ENLARGED PLANS.

MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT SHOWN ON

PLANS IS FOR INFORMATION ONLY, REFER TO MECHANICAL,

ELECTRICAL AND PLUMBING DRAWINGS FOR EXACT LOCATION OF

EQUIPMENT.

GENERAL NOTES

1.

2.

3.

LEGEND

EXISTING WALL

TO BE REMOVED

NEW WALL PARTITION

AREA NOT PART OF SCOPE

EXISTING DOOR

NEW DOOR

B

A

3 4 5

OFFICE

WAREHOUSE

COMPUTER RM RESTROOM

SHOP

2 1

3.1 4.3

BID OPTION 2

BID OPTION 1

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE C.O. IMMEDIATELY IN WRITING OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE COURSE OF DEMOLITION

WORK.

REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, DEMOLITION STAGING AREA AND THE LOCATION OF THE DUMPSTER WITH THE C.O. PRIOR TO THE START OF THE DEMOLITION. DISPOSAL OF RUBBISH SHALL BE

DONE IN A LEGAL MANNER.

EXISTING BUILDING EQUIPMENT AND FURNITURE SHALL BE REMOVED FROM THE FACILITY PRIOR TO

CONSTRUCTION BY GENERAL CONTRACTOR. PRIOR TO REMOVAL, COORDINATE WITH THE

CONTRACTING OFFICER REGARDING EQUIPMENT AND FURNITURE TO BE REINSTALLED. CONTRACTOR

TO PROVIDE SECURE STORAGE FOR ITEMS THAT ARE TO REMAIN.

GENERAL NOTES - DEMO

1.

2.

3.

KEYNOTES

1 REMOVE EXISTING VCT FLOORING.

REMOVE UPPER CABINETS; EXISTING SINK AND

LOWER CABINETS ARE TO REMAIN.

REMOVE EXISTING COUNTERTOP. PATCH AND

REPAIR WALL TO MATCH EXISTING.

REMOVE UPPER CABINETS.

EXISTING MECHANICAL EQUIPMENT TO REMAIN.

NEW CONCRETE PARKING AREA; RE: CIVIL.

MECHANICAL EQUIPMENT.

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

F. DE LUNA

A. RIVARD

08-13-18

ARCHITECTURAL FLOOR PLANS

A-101

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

1/8" = 1'-0"2 ARCHITECTURAL PROPOSED FLOOR PLAN

NORTH

8 6 4 2 0 8 16

1/8" = 1'-0"1 ARCHITECTURAL DEMOLITION PLAN - BID OPTION 1 & 2

NORTH

1 2 3 4 5 6 7

3" / 1'-0" 3" / 1'-0"

SLOPE SLOPE

D

B.1

C

3.1 4.3

A-301

LEGEND

EXISTING ROOF; FACILITY AREA NOT PART OF SCOPE

NEW STANDING SEAM METAL ROOF PER PEMB MFR.

KEYNOTES

1 PREFINISHED GUTTER AND DOWNSPOUT

MECHANICAL EQUIPMENT

NEW MECHANICAL FAN. RE: MECH. DRAWINGS.

INSTALL FLASHING AND COUNTER FLASHING

CONCRETE SPLASH BLOCKS

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

F. DE LUNA

A. RIVARD

08-13-18

ARCHITECTURAL ROOF PLAN

A-102

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

1/8" = 1'-0"1 ROOF PLAN

8 6 4 2 0 8 16

NORTH

1 2 3 4 5 6

LAB

SEED CLEANING

COMPUTER RM RESTROOM

SHOP

WAREHOUSE

CONF.

BREAK RM.

OFFICE

JAN.

UNISEX

OPEN OFFICE

9' - 0"

9' - 0"

9' - 0"

9' - 0"

D

B.1

C

3.1 4.3

9' - 0"

9' - 0"

9' - 0"

ACT-1

ACT-1

PT-4

ACT-1

PT-4

PT-4

ACT-1

SLOPE 4:12 10' - 0"

UTILITY CLOSET

BID OPTION 2

BID OPTION 1

2'-6" 10"

2'- 3"

OPEN TO STRUCTURE SUPPLY AIR DIFFUSER

RETURN AIR DIFFUSERGYPSUM WALLBOARD

EXIT LIGHTACOUSTICAL TILE CEILING

LEGEND

RECESSED MOUNTED LED

LIGHT FIXTURE

AREA NOT PART OF SCOPE

ACCESS PANEL

CENTER CEILING GRID IN BOTH DIRECTIONS IN ROOMS U.N.O.

NOTIFY ARCHITECT OF ANY POTENTIAL CONFLICTS PRIOR TO PROCEEDING

WITH WORK.

REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES. REFER TO

ARCHITECTURAL DRAWING FOR LOCATION OF FIXTURES U.N.O.

REFER TO MECHANICAL DRAWINGS FOR DIFFUSER TYPES. REFER TO

ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES U.N.O.

PAINT ALL GYPSUM WALLBOARD CEILING (PT-4) U.N.O.

GENERAL NOTES

1.

2.

3.

4.

5.

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

F. DE LUNA

A. RIVARD

08-13-18

ARCHITECTURAL REFLECTED

CEILING PLAN A-103

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

1/8" = 1'-0"1 ARCHITECTURAL REFLECTED CEILING PLAN

8 6 4 2 0 8 16

GROUND LEVEL

100' - 0"

T.O. EXISTING WALL

118' - 0"

ROOF RIDGE

116' - 6"

EXISTING DRIVE-WAY

GROUND LEVEL

100' - 0"

T.O. EXISTING WALL

118' - 0" ROOF RIDGE

116' - 6"

EXISTING BUILDING

B AB

2 214

PLATE LINE

112' - 0''

GROUND LEVEL

100' - 0"

T.O. EXISTING WALL

118' - 0"ROOF RIDGE

116' - 6"

EXISTING BUILDING

CB B

PLATE LINE

112' - 0''

DO NOT SCALE FROM DRAWINGS IF THERE IS A DIMENSIONAL

CONFLICT, CONTACT CONTRACTING OFFICER.

CONTRACTOR SHALL VERIFY SIZE AND LOCATIONS OF ALL WINDOWS

AND DOORS, AND OTHER OPENINGS PRIOR TO MANUFACTURING OR

INSTALLING ANY SUCH ITEM.

REFER TO MANUFACTURER SPECIFICATIONS FOR BEARING HEIGHTS

AND FRAMING INFORMATION.

GENERAL NOTES

1.

2.

3.

STANDING SEAM METAL ROOF PER PEMB MFR.

GUTTER & DOWNSPOUT PER PEMB MFR.

MECHANICAL DUCT. INSTALL FLASHING AND COUNTER

FLASHING TO MATCH METAL WALL PANELS. RE: MECHANICAL

MECHANICAL PIPE; RE: MECHANICAL DRAWINGS.

KEYNOTES

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

F. DE LUNA

A. RIVARD

08-13-18

ARCHITECTURAL ELEVATIONS

A-201

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

1/8" = 1'-0"1 EAST ELEVATION

1/8" = 1'-0"2 SOUTH ELEVATION

1/8" = 1'-0"3 NORTH ELEVATION

8 6 4 2 0 8 16

8 6 4 2 0 8 16 8 6 4 2 0 8 16

T.O. EXISTING WALL

118' - 0"

3 4

ROOF RIDGE

116' - 6"

A-301

10' - 0"

T.O. WALL

3.1 4.3

A-301

SSMR ASSEMBLY PROVIDED BY PEMB MFR.

BREAK RM. OPEN OFFICE

TYP.

GROUND LEVEL

100' - 0"

T.O. EXISTING WALL

118' - 0"

B

ROOF RIDGE

116' - 6"

A-301

10' - 0"

D B.1C

EXISTING

FACILITY

VAPOR BARRIER

CONCRETE FOUNDATION RE:

STRUCTURAL

GRADE; RE: CIVIL

A-301

OPEN OFFICE

GROUND LEVEL

100' - 0"

4.3

SSMR ASSEMBLY

PER PEMB

PREFINISHED GUTTER AND

DOWNSPOUT BY PEMB

STRUCTURAL

FRAMING; RE: PEMB

MFR. REQUIREMENTS

FOIL FACED BATT INSULATION

WINDOW PER

SCHEDULE

VAPOR BARRIER

CONCRETE FOUNDATION;

RE: STRUCTURAL

BASE PER SCHEDULE

FLASHING PER PEMB MFR.

WALL PANEL PER PEMB MFR.

BASE CHANNEL

BASE TRIM AND SEALANT

PER PEMB

FLASHING PER PEMB MFR.

BATT INSULATION (R-19)

5/8" GYP. BD. WALL ASSEMBLY

PURLINS PER PEMB

SUSPENDED ACT CEILING @ 9' - 0"

ROOF FLASHING

A-301

12' - 0"

PLATE LINE

GROUND LEVEL

100' - 0"

4.3

1"

RUNNER TRACK FASTENED

TO CONCRETE

BASE FLASHING

SEALANT

POP RIVET THROUGH

FLASHING

WALL PANEL BY PEMB MFR.

4" VINYL WALL BASE BATT INSULATION (R-19)

5/8" GYP. BD.

8"

ROOF RIDGE

116' - 6"

FLASHING FASTENED TO

ROOF ASSEMBLY PER PEMB

MFR.

SEAL WITH CONTINUOUS

TAPE MASTIC

2"

COUNTERFLASHING; APPLY

CONTINUOUS SEALANT

SSMR ASSEMBLY

PER PEMB MFR.

EXISTING WALL

NEW FACILITY - EXISTING FACILITY

BATT INSULATION

EXISTING WALL

2" AIR CAVITY

5/8" GYP. BD.

EXPOSED

SEALANT

METAL STUD

BOX HEADER

B

5/8" GYP. BD.

HM DOOR FRAME

EXPOSED BACKER ROD

AND SEALANT

AI

R

CA

VI

TY

2"

BATT INSULATION

S

A D

U

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

OF

SHEET

A-E FIRM USDA

USDA NRCS

SPECIALIZED CONTRACTING

1400 INDEPENDENCE AVE, SW

ROOM 6801-S

WASHINGTON, DC 20250

J. WILLIAMS

NO. DATE BY DESCRIPTION

GREAT BASIN PLANT MATERIALS CENTER REMODEL

United States Department of Agriculture Natural Resources Conservation Service

F. DE LUNA

A. RIVARD

08-13-18

ARCHITECTURAL SECTIONS

A-301

64019847

0 08-13-18 ISSUED FOR CONSTRUCTION

1/4" = 1'-0"1 OFFICE ADDITION SECTION

1/4" = 1'-0"2 OFFICE ADDITION SECTION

4 3 2 1 0 4 8 4 3 2 1 0 4 8

1/2" = 1'-0"3 WALL SECTION

3" = 1'-0"4 BASE TRIM DETAIL

1" = 1'-0"6 HIGH EAVE PARAPET DETAIL

2 1 0 2 4 6 4 2 0 6

1 1/2 0 1 2

1 1/2" = 1'-0"5 DOOR OPENING HEAD DETAIL

1 0 1

1 1/2" = 1'-0"7 BUILDING CAVITY DOOR JAMB DETAIL

1 0 1

4 5

SEED CLEANING

COMPUTER RM RESTROOM

LAB

109A

11' - 0"

W1F

W1F

W1B

B.1

4.3

4'

- 6

109B

PT-1

ER

BID OPTION 2

UTLITY CLOSET

109B

RB-1

BID OPTION 1

PT-1

6'-0"

RB-1

TS TS

TS

TS

RB-1

KEYNOTES

1 MOP SINK & MOP RACK; RE: PLUMBING

LOW-FLOW PLUMBING FIXTURES

EXISTING FURNACE; RE: MECHANICAL

COUNTER MOUNTED EYEWASH; RE: PLUMBING

MARKERBOARD (4'x5') MOUNTED 3'-6" AFF

BASE CABINET AND COUNTER TOP

DRINKING FOUNTAIN AND BOTTLE FILLER

4'-0" X 8'-0" CASED OPENING

NEW STAINLESS STEEL COUNTER PROVIDED

BY GENERAL CONTRACTOR.

NEW STAINLESS STEEL TABLE TO BE

OWNER FURNISHED, OWNER INSTALLED.

EXISTING CONCRETE FLOOR TO REMAIN.

WALL PLATE LINE @ 10' - 0"; V.I.F. EXISTING

EQUIPMENT FOR CLEARANCE. INSTALL 5/8"

GYP. BD. AT TOP OF CEILING STEEL

FRAMING WITH MIN. 4:12 SLOPE.

COUNTER FUME HOOD

LEGEND

EXISTING WALL

NEW WALL PARTITION

PARTITION TYPE - REFER TO SHEET A-601

DOOR TAG

WINDOW TAG

XXX

X

XX

EXISTING DOOR

NEW DOOR

AREA NOT PART OF SCOPE

FIBER REINFORCED WALL PANEL 4' - 0" MIN.

B 3 4

D

B.1

C

3.1 4.3

PT-1

105A

106A

B

102A

C

CONF.

BREAK RM.

OFFICE

JAN.

UNISEX

OPEN OFFICE

104A

B

A

B

B

107A

VCT-1

PT-1

PT-1

REF.

101A

PT-3

PT-2

RB-1

A-402

VCT-1

VCT-1

TS-1

PT-2

RB-1

RB-1

RB-1

SC

A-402 1

A-402

RB-1

PT-2

VCT-1

PT-2

PT-1

PT-1

VCT-1

RB-1

A-301

103A

W1B

W2B

W1C

W1C

W1C

F2A

F1A

F1A

F1A

W3B

W4B

W1C

W1C

FLOORING

SEALED CONCRETE (SC)

SC-1 - BROOM FINISH CLEAR CONCRETE FLOOR ACRYLIC SEALER; CONCRETE

COATINGS SUPERSEAL 20WB

EPOXY RESINOUS FLOORING (ER)

ER-1 - DUR-A-FLEX, COLOR: DUR-A-GARD LIGHT GREY; 20 MIL

VINYL COMPOSITE TILE

VCT-1 - ARMSTRONG COMMERCIAL, STANDARD EXCELON IMPERIAL TEXTURE,

TRACERY: 59237, 12" X 12" X 1/8"

WALL FINISHES

PAINT (PT)

PT-1-PPG; COLOR:DELICATE WHITE PPG1001-1

PT-2-PPG; COLOR:PALE PIN PPG1030-2

PT-3-MCD; FUZE:DRY ERASE PAINT; REFER TO GENERAL FOR

APPLICATION INSTRUCTIONS

FIBERGLASS REINFORCED WALL PANEL (FRP)

FRP-1-MARLITE, STANDARD FRP; COLOR: S 490N LIGHT GREY

FINISH LEGEND

1. THE MANUFACTURER'S NAMES AND THEIR PRODUCTS

REFERENCED ONLY INDICATE THE COLOR, TEXTURE, AND

PATTERN REQUIRED FOR THE MATERIALS LISTED. THE

PRODUCTS FURNISHED SHALL MEET THE COLOR,

TEXTURE, AND PATTERN INDICATED AS WELL AS THE

MATERIAL QUALITY AND PERFORMANCE SPECIFIED IN THE

APPLICABLE TECHNICAL SPECIFICATIONS. THE USE OF

MANUFACTURER'S NAMES AND PRODUCTS DO NOT

PRECLUDE THE USE OF OTHER MANUFACTURER'S

PRODUCTS OF APPROVED EQUAL COLOR, TEXTURE,

AND/OR PATTERN IF ALL OTHER REQUIREMENTS ARE MET.

2. VISIBLE GRILLES, DIFFUSERS, AND OTHER MECHANICAL

RELATED FINISH OPENING DEVICES INCLUDING FIRE

ALARMS SHALL BE PAINTED TO MATCH…