AMD0001 - Dubois 66 and 92 Drawings - Amended 04222024.pdf

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19 Office Loop Dubois, ID 83423

UNITED STATES DEPARTMENT OF AGRICULTURE - AGRICULTURAL RESEARCH SERVICE

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COVER SHEET

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JANUARY 18, 2024

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PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

RESEARCH UNIT

DESIGNED BY | BEHRENS

DRAWN BY | HOFF

REVIEWED BY | BEHRENS

ARCHITECT

Cushing Terrell 800 W Main St.

Boise, ID 83702 208.577.5646 Rebecca Behrens

MECHANICAL ENGINEER

Cushing Terrell 800 W Main St.

Boise, ID 83702 208.577.5608 Tom Dietrich

ELECTRICAL ENGINEER

Cushing Terrell 800 W Main St.

Boise, ID 83702 208.577.5605 Gary Glassing

CIVIL ENGINEER

Cushing Terrell 411 E Main St #101 Bozeman, MT 59715 406.922.7119 Kris Desper

GENERAL

G001 COVER SHEET

G002 CODE PLANS

BUILDING 66 - ALTERNATE #1

ARCHITECTURAL

AD101A BUILDING 66 DEMOLITION PLAN

A101A BUILDING 66 FLOOR PLAN AND RCP

A301A BUILDING 66 BUILDING ELEVATIONS, SECTIONS AND SECTION DETAILS

BUILDING 92

ARCHITECTURAL

AD101 BUILDING 92 DEMOLITION PLAN

A101 BUILDING 92 FLOOR PLAN

A110 BUILDING 92 ROOF PLAN

A201 BUILDING 92 EXTERIOR ELEVATIONS

A301 BUILDING 92 BUILDING SECTIONS AND SECTION DETAILS

A302 BUILDING 92 DETAILS

A401 BUILDING 92 ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS

A402 BUILDING 92 INTERIOR ELEVATIONS

A501 BUILDING 92 FINISH PLANS, SCHEDULE AND DETAILS

A601 BUILDING 92 DOOR/WINDOW SCHEDULES AND DETAILS

A901 BUILDING 92 REFLECTED CEILING PLAN AND DETAILS

Q101 BUILDING 92 EQUIPMENT PLAN

ENVIRONMENTAL ENGINEER

Air Water Soil 1321 8th Ave N, #207 Great Falls, MT 5940 Scott Vosen

ARCHITECTURAL

AS001 SITE PLAN

ELECTRICAL

ED101A BUILDING 66 DEMOLITION PLAN

E200A BUILDING 66 POWER, LIGHTING & LIGHTING CALCS

ELECTRICAL

ED101 BUILDING 92 DEMOLITION PLANS

E001 ELECTRICAL LEGENDS

E002 ELECTRICAL SCHEDULES

E100 SITE PLAN

E200 BUILDING 92 POWER AND LIGHTING PLANS

E300 BUILDING 92 LIGHTING CALCULATIONS

PLUMBING

PD101 BUILDING 92 DEMOLITION DWV PLANS

PD201 BUILDING 92 DEMOLITION PLUMBING PLAN

P001 BUILDING 92 PLUMBING SCHEDULES AND LEGENDS

P101 BUILDING 92 DWV PLAN

P201 BUILDING 92 PLUMBING PLAN

P301 BUILDING 92 DETAILS

PLUMBING

PD201A BUILDING 66 DEMOLITION PLUMBING PLAN

MECHANICAL

MD101A BUILDING 66 DEMOLITION HVAC PLANS

MECHANICAL

MD101 BUILDING 92 DEMOLITION HVAC PLANS

M001 MECHANICAL NOTES & LEGENDS

M002 BUILDING 92 MECHANICAL SCHEDULES

M003 BUILDING 92 MECHANICAL SCHEDULES

M101 BUILDING 92 HVAC PLANS

M201 BUILDING 92 DETAILS

M301 BUILDING 92 CONTROLS

ALTERNATE #1: THE WORK SHOWN AS OCCURRING AT BUILDING 66 IS A BID ALTERNATE AND

SHOULD BE BROKEN OUT SEPARATELY FROM THE WORK WHICH IS PLANNED TO OCCUR AT

BUILDING 92

WHERE SHOWN AS DEMO, GOVERNMENT TO REMOVE EVERYTHING THAT IS NOT PERMANENTLY

ATTACHED INCLUDING ALL EXISTING CABINETRY, HEATING EQUIPMENT, AND PLUMBING

FIXTURES. CONTRACTOR TO COORDINATE ANYTHING SCHEDULED TO BE MOVED/REINSTALLED.

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S002 STRUCTURAL GENERAL NOTES, SPECIAL INSPECTIONS AND TESTING REQUIREMENTS

S003 STRUCTURAL SCHEDULES

S101 FOUNDATION PLAN

S201 STRUCTURAL FOUNDATION DETAILS

CIVIL

C001 GENERAL NOTES AND LEGEND

C100 SITE AND UTILITY PLAN

C200 GRADING PLAN

C400 SITE AND UTILITY DETAILS

1 04.18.24 GOV REQUESTED

CHANGE

88888 SF= ######

ROOM NAME

EXIT PATH

SPACE AREA

NUMBER OF OCCUPANTS

OCCUPANT LOAD FACTOR

SURFACE MOUNTED FIRE EXTINGUISHER - SEE

SPECIFICATIONS FE

NOTE: SEE ELECTRICAL FOR ILLUMINATED EXIT SIGNS.

CODE PLAN LEGEND

ROOM / AREA NAME

ROOM / AREA NUMBER

1.

2.

3.

4.

A.

5.

6.

7.

8.

9.

10.

GOVERNING CODES:

2018 INTERNATIONAL BUILDING CODE (IBC)

2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2017 IDAHO STATE PLUMBING CODE

2017 NATIONAL ELECTRICAL CODE (NEC)

2018 INTERNATIONAL FIRE CODE (IFC)

2018 INTERNATIONAL MECHANICAL CODE (IMC)

2018 INTERNATIONAL FUEL GAS CODE (IFGC)

BUILDING 66: ALTERNATE 1

BUILDING CONSTRUCTION TYPE V-B

NON-SPRINKLERED BUILDING

OCCUPANCY TYPE: S-2

ALLOWABLE AREA: 13,500 SF

TOTAL BUILDING AREA: 3,100 SF

ALLOWABLE HEIGHT: 2 STORIES, 40'

ACTUAL HEIGHT: 1 STORY, 18'

ALLOWABLE EXIT TRAVEL DISTANCE: 200'

TOTAL NUMBER OF OCCUPANTS: 7 OCC

BUILDING 92:

BUILDING CONSTRUCTION TYPE V-B

NON-SPRINKLERED BUILDING

OCCUPANCY: TYPE B (OFFICE/WORKROOM, LABORATORY)

ACCESSORY STORAGE OCCUPANCIES B PER 311.1.1

ALLOWABLE AREA: 9.000 SF

TOTAL BUILDING AREA: 2,900 SF

ALLOWABLE HEIGHT: 2 STORY, 40 FEET

ACTUAL HEIGHT: 1 STORY, 14 FEET

ALLOWABLE EXIT TRAVEL DISTANCE: 200'

EXITS REQUIRED PER 1016 (<50 OCC): 1 (2 PROVIDED)

MINIMUM CORRIDOR WIDTH PER 1020.2 (<50 OCC): 36"

FIRE RESISTANCE RATING FOR BUILDING ELEMENTS: 0 HOURS

OCCUPANCY LOAD FACTOR:

OFFICE/WORKROOM OCCUPANCY 1:150 SF GROSS

VOCATIONAL AREAS (LAB) 1:50 SF NET

STORAGE OCCUPANCIES 1:300 SF GROSS

MECHANICAL/JANITOR 1:300 SF GROSS

ASSEMBLY AREAS (BREAK ROOM) 1:15 SF NET

TOTAL OCCUPANCY COUNT (PER PLAN): 37 OCC (18 M, 17 F)

PLUMBING FIXTURES REQUIRED (BUSINESS OCCUPANCY):

LAVATORIES: 1 PER 40 FOR FIRST 80

WATER CLOSETS: 1 PER 25 FOR THE FIRST 50

DRINKING FOUNTAIN: 1 PER 100

SERVICE SINK: 1 REQUIRED

MEN WOMEN BOTH PROVIDED

WC 1* 1* 1 1 SHARED

LAV 1* 1* 1 1 SHARED

DF 1 1

SS 1 0**

*CAN BE SHARED IN SINGLE GENDER NEUTRAL TOILET ROOM

** REPLACED WITH WATER AVAILABLE IN BREAK ROOM SINK

BUILDING 92 LAB REQUIREMENTS:

LABORATORY SPACES ARE IDENTIFIED AS AREAS WHERE THERE IS HAZARDOUS

CHEMICAL HANDLING/STORING/USING. THE GOVERNMENT IDENTIFIED USE OF

EACH ROOM IS AS FOLLOWS:

(* DENOTES USE THAT IMPLIES LAB CLASSIFICATION

102: GRINDING, ASHING (COMBUSTING), DRYING, AND PROCESSING FEED AND

PLANT SAMPLES.

103: WASHING MUD, SOIL, PLANT MATERIAL, ETC. FROM EQUIPMENT. FEED AND

PLANT SAMPLING AND PROCESSING. MEAT/FOOD (E.G., STEAKS) SAMPLE

PROCESSING. STORAGE OF NON-HAZARDOUS SAMPLES.

104: NON-PATHOGENIC BACTERIAL CULTURES. INTERNAL PARASITE (NON-

PATHOGENIC) ENUMERATION. BLOOD CELL ENUMERATION. BLOOD

PROCESSING. SPECTROSCOPY.

105: MOLECULAR BIOLOGY AND GENETICS INCLUDING DNA ISOLATION AND

PROCESSING, GELS, AND RT-PCR.

106: DETERGENT DIGESTING. WATER DISTILLATION. STEAM STERILIZATION.

REAGENT PREPARATION. CONCENTRATED CHEMICALS WILL BE MIXED AND

DILUTED HERE FOR SAFE USE IN OTHER LABS.

*106B: CHEMICAL STORAGE.

107: HOUSEHOLD CHEMICAL STORAGE.

AREAS CLASSIFIED AS LABS SHOULD COMPLY WITH THE FULL LIST OF

REQUIREMENTS IN 2018 INTERNATIONAL FIRE CODE 5001.3 FOR PERFORMANCE

BASED DESIGN ALTERNATIVES. THESE ARE SET OUT TO PROTECT PEOPLE AND

PROPERTY AND INCLUDE:

MAKING READILY AVAILABLE TO EMPLOYEES AND FIRE OFFICIAL THE

PHYSICAL AND HEALTH HAZARD PROPERTIES OF ANY HAZARDOUS

MATERIALS ON SITE.

EQUIPMENT SHOULD BE DESIGNED, INSTALLED, AND MAINTAINED TO

ENSURE RELIABLE USE.

SAFEGUARDS SHALL BE PROVIDED TO LIMIT RISK OF UNINTENTIONAL

RELEASE OF HAZARDOUS MATERIAL.

SPILL MITIGATION PLAN SHOULD BE IN PLACE.

CHEMICALS AND OTHER HAZARDOUS MATERIALS ARE NOT TO BE

WASHED DOWN ANY FLOOR DRAIN OR SINK

SAFEGUARDS SHALL BE PROVIDED TO LIMIT RISK OF EXPOSING FLAMMABLE

HAZARDOUS MATERIAL FROM SOURCES OF IGNITION.

WHERE RELEASE OF GAS COULD CAUSE IMMEDIATE HARM TO

PERSON/PROPERTY, DETECTION/MITIGATION PLAN SHOULD BE

ESTABLISHED.

VENTILATION SHOULD BE INCLUDED WHERE NECESSARY

WRITTEN DOCUMENTATION OF PRE-STARTUP SAFETY REVIEW SHALL BE

DEVELOPED AND ENFORCED

WRITTEN EMERGENCY PLAN SHALL BE DEVELOPED WITH PARTICIPATION OF

RELATED EMPLOYEES AND FOLLOWED IN THE EVENT OF AN EMERGENCY.

SAFETY AUDITS SHALL BE CONDUCTED ON A REGULAR BASIS

CODE REVIEW INFORMATION

2375 SF = 5500

OPEN

STORAGE

686 SF = 2500

CLOSED

STORAGE

EXIT:

2 OCC

MAX TRAVEL DISTANCE: 115 FT

EXIT:

5 OCC

FE

FE

330 SF = 3150

WORKROOM

468 SF = 4150

WORKROOM

468 SF = 4150

WORKROOM

287 SF = 650

CHEM LAB

86 SF = 1500

STOR.

106B

91 SF = 1300

MECH/ JAN

TOILET

CORRIDOR

42 SF = 1300

ELEC

220 SF = 1515

BREAK

EXIT:

15 OCC

EXIT:

16 OCC

223 SF = 2150

WORKROOM

MAX TRAVEL DISTANCE: 70 FT

FEFE

FE

FE

INACTIVE LEAF

REVISIONS

4/18/2024 4:40:38 PM

CODE PLANS

G002

JANUARY 18, 2024

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

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PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

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DESIGNED BY | LAST NAME

DRAWN BY | LAST NAME

REVIEWED BY | ROBERTS

3/16" = 1'-0"G002

1 CODE PLAN - BLDG 66 - 2950 SF

3/16" = 1'-0"G002

2 CODE PLAN - BLDG 92 - 2740 SF

NORTH REF

NORTH REF

1 04.18.24 GOV REQUESTED

CHANGE

JANUARY 18,2024

CONTRUCTION DOCUMENTS

REVISIONS

11/20/2023 4:11:07 PM | Project# RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT | L:\USDAARS_DSPW B\BIMCAD\Revit

NOVEMBER 21, 2023

© 2023 | ALL RIGHTS RESERVED

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PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

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DESIGNED BY | OLSON

DRAWN BY | SCHW ARTZKOPF

REVIEW ED BY | JORGENSEN

STRUCTURAL

GENERAL NOTES

S001

S001 STRUCTURAL GENERAL NOTES

S002 STRUCTURAL GENERAL NOTES, SPECIAL

INSPECTIONS AND TESTING REQUIREMENTS

S003 STRUCTURAL SCHEDULES

S101 FOUNDATION PLAN

S201 STRUCTURAL FOUNDATION DETAILS

STRUCTURAL SHEET INDEX

STRUCTURAL GENERAL NOTES

STRUCTURAL GENERAL NOTES ARE INTENDED TO HIGHLIGHT OR IN SOME CASES

SUPPLEMENT PROJECT SPECIFICATIONS. REFER TO THE PROJECT

SPECIFICATIONS FOR COMPLETE WORK COVERAGE.

A. GOVERNING CODES

1) INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2018 EDITION.

2) MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND

OTHER STRUCTURES, ASCE/SEI 7-16.

3) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-14.

4) NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS, AISI S100-16.

5) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AWC

NDS-2018.

B. DESIGN LOADS AND CRITERIA

1) GRAVITY LOADS:

a) ROOF LOADS:

1. ROOF DEAD LOAD: 11 psf

2. ROOF LIVE LOAD: 20 psf

2) SNOW LOADS:

a) GROUND SNOW LOAD: Pg = 90 psf, Is = 1.00, Ce = 1.0, Ct = 1.1, Cs = 1.0

b) FLAT ROOF SNOW LOAD: Pf = 69.3 psf UNIFORM + DRIFT

3) WIND CRITERIA:

a) 3-SEC PEAK GUST WIND SPEED = 105 mph

b) RISK CATEGORY = II

c) Iw = 1.00

d) EXPOSURE = c

e) INTERNAL PRESSURE COEFFICIENT (GCpi): ±0.18

4) SEISMIC CRITERIA:

a) SS = 0.517 g / S1 = 0.178 g MAPPED MCER VALUES

b) RISK CATEGORY = II

c) PROJECT SITE CLASS = D

d) Ie = 1.00

e) SDS = 0.478 g / SD1 = 0.266 g DESIGN RESPONSE COEFFICIENT

f) SEISMIC DESIGN CATEGORY = D

g) ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

h) SEISMIC FORCE-RESISTING SYSTEM: LIGHT FRAME WALLS WITH SHEAR

PANELS- ALL OTHER MATERIALS

i) REDUNDANCY FACTOR: PLAN N-S RHO = 1.0 / PLAN E-W RHO = 1.0

j) SEISMIC RESPONSE COEFFICIENT Cs = 0.239

k) SEISMIC BASE SHEAR V = 20.7 kips (ULTIMATE)

l) ALLOWABLE STORY DRIFT = 0.025hsx

5) FOOTING BEARING PRESSURE: 1000 psf ASSUMED

6) FROST DEPTH: 48 INCHES TOP OF FOOTING

C. MATERIALS SECTION

1) CONCRETE MIXTURE: FOOTINGS

PORTLAND-LIMESTONE CEMENT ASTM C595 TYPE IL

FLY ASH ASTM C618, CLASS F, 10% - 25% BY WEIGHT

WATER / CEMENT + FLY ASH = 0.45 MAXIMUM

f'c = 4500 psi BASED ON 28-DAY TEST

EXPOSURE CATEGORY F, EXPOSURE CLASS F2

TOTAL AIR CONTENT = 6% +/- 1.5%

SLUMP = 3-6 INCHES

3/4" OR 1" NORMAL WEIGHT AGGREGATE ASTM C33

2) CONCRETE MIXTURE: INTERIOR SLABS ON GRADE

PORTLAND-LIMESTONE CEMENT ASTM C595 TYPE IL

WATER / CEMENT= 0.45 MAXIMUM

f'c = 3000 psi BASED ON 28-DAY TEST

EXPOSURE CATEGORY F, EXPOSURE CLASS F2

TOTAL AIR CONTENT = 3% MAX

SLUMP = 3-6 INCHES

3/4" OR 1" NORMAL WEIGHT AGGREGATE ASTM C33

BALANCE CEMENTITIOUS RATIOS TO ACHIEVE FLOORING FINISH SCHEDULES

AND CONCRETE WORKABILITY WITHOUT ADVERSELY AFFECTING CONCRETE

SHRINKAGE

3) REINFORCING BARS: ASTM A615, GRADE 60

4) WELD FILLER METAL: FEXX = 70 ksi TENSILE STRENGTH

5) COLD-FORMED STEEL MEMBERS:

a) DESIGNATION THICKNESS 43 MIL OR LESS: ASTM A653 Fy = 33 ksi -

GALVANIZED COATING WEIGHT G60

b) DESIGNATION THICKNESS 54 MIL OR GREATER: ASTM A653 Fy = 50 ksi -

GALVANIZED COATING WEIGHT G60

6) ADHESIVE ANCHORS:

a) CONCRETE: ASTM F1554 GRADE 36 THREADED ROD W/ CHISEL POINT &

INJECTABLE ADHESIVE SUCH AS (HILTI HIT-RE 500 V3) ICC-ES REPORT

ESR-3814 OR APPROVED EQUAL

b) ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM

AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. FOR INSTALLATIONS

SOONER THAN 21 DAYS, CONSULT ADHESIVE MANUFACTURER FOR

REQUIREMENTS.

c) IF TEMPERATURE OF BASE MATERIAL AT TIME OF ADHESIVE INSTALLATION IS

45 F OR LESS AN ACRYLIC ADHESIVE IS REQUIRED.

7) DIMENSION LUMBER: GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION

(WWPA) OR WEST COAST LUMBER INSPECTION BUREAU (W CLIB)

<=4X NOMINAL: SPRUCE PINE FIR #1/#2, UNO

<=4X NOMINAL: SPRUCE PINE FIR #1/#2 PLATES AND BLOCKING

>4X NOMINAL: SPRUCE PINE FIR SS, UNO

D. FOUNDATIONS

1) PLACE FOOTINGS ON UNDISTURBED NATIVE SOILS OR ENGINEERED FILL

PLACED OVER UNDISTURBED NATIVE SOILS. ENGINEERED FILL MATERIAL

SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. PLACE

ENGINEERED FILL IN UNIFORM LIFTS AND COMPACT TO MAXIMUM DRY UNIT

WEIGHT OF 95% STANDARD PROCTOR IN ACCORDANCE WITH ASTM D698. PLAN

LIMITS OF ENGINEERED FILL MUST EXTEND AT LEAST 2'-0" BEYOND ALL

FOOTING EDGES, UNLESS NOTED OTHERWISE IN THE GEOTECHNICAL REPORT.

IF ENCOUNTERED, EXISTING FILL SHALL BE REMOVED TO AN APPROVED DEPTH

AND REPLACED WITH ENGINEERED FILL.

2) BACKFILL SHALL NOT BE PLACED PRIOR TO CONCRETE ELEMENTS REACHING A

TESTED COMPRESSIVE DESIGN STRENGTH OF 4500 psi. CONTACT ENGINEER

AND COORDINATE REVIEW OF COMPRESSIVE STRENGTH TEST RESULTS TO

CONFIRM BACKFILL WORK MAY PROCEED.

3) ALWAYS PROVIDE POSITIVE SURFACE W ATER DRAINAGE AWAY FROM THE

STRUCTURE.

4) FOUNDATIONS SHALL BE CENTERED UNDER SUPPORTED WALLS AND

COLUMNS, UNLESS NOTED OTHERWISE.

5) CONCRETE SHALL NOT BE PLACED IN EXCAVATIONS CONTAINING FROZEN SOIL

OR WATER.

6) SHOULD SITE CONDITIONS ENCOUNTERED VARY FROM THOSE INDICATED IN

THE CONSTRUCTION DOCUMENTS, CONTACT THE ENGINEER FOR FURTHER

GUIDANCE.

E. SLABS ON GRADE

1) PLACE INTERIOR SLABS ON GRADE ON GRAVEL PLACED DIRECTLY OVER

EXISTING CONCRETE SLAB. WHERE REQUIRED, PLACE ENGINEERED FILL IN

UNIFORM LIFTS UNDER SLABS (ABOVE FOOTINGS) AND COMPACT TO MAXIMUM

DRY UNIT WEIGHT OF 95% STANDARD PROCTOR IN ACCORDANCE WITH ASTM

D698.

2) SLAB ON GRADE CONSTRUCTION JOINT AND CONTRACTION JOINT PLACEMENT

SHALL MATCH EXISTING JOINTS AND IN NO CASE EXCEED 10’-0”. W HERE SLAB

ON GRADE CONTRACTION JOINTS ARE SHOWN, CONSTRUCTION JOINTS MAY BE

SUBSTITUTED TO ACCOMMODATE THE CONTRACTOR'S PLACEMENT STRATEGY.

3) SLABS ON GRADE SAW-CUT CONTRACTION JOINTS SHALL BE RUN WITHIN 4 TO

12 HOURS AFTER THE CONCRETE HAS BEEN FINISHED.

4) USE PREMOLDED JOINT FILLER 1/2" THICK FOR ISOLATION JOINTS TO

SEPARATE SLABS ON GRADE FROM BUILDING WALLS, COLUMNS AND

FOOTINGS.

5) WHERE TOP SURFACES OF CONCRETE SLABS ON GRADE ARE SHOWN TO BE

RECESSED MORE THAN 1/2", THICKEN SLAB TO MAINTAIN INDICATED SLAB

THICKNESS.

6) PROVIDE REBAR SUPPORTS, SPACERS, AND TIE BARS ADEQUATELY TO

ENSURE ALL REINFORCEMENT REMAINS AT PROPER DEPTH AND LOCATION

WHEN CONCRETE SLABS ON GRADE ARE PLACED. REBAR SUPPORTS AND

SPACERS EXPOSED TO EARTH SHALL BE HOT-DIP GALVANIZED G90 OR OTHER

APPROVED NON-CORROSIVE MATERIAL.

7) FOLLOW FLOORING MANUFACTURER'S RECOMMENDATIONS FOR SLAB ON

GRADE FINISHING WHICH MAY INCLUDE EITHER A BROOM FINISH OR STEEL

TROWELLED FINISH. IN AREAS W HERE NO FLOORING OR COATING IS

SPECIFIED, FLOAT THE CONCRETE WITH SINGLE PASS FLAT TROWEL AND

TEXTURE WITH BROOM FINISH.

8) CURE CONCRETE BY APPLYING POLYETHYLENE SHEETING MATERIAL TO THE

TOP SURFACE AFTER FINAL FINISHING FOR A PERIOD OF 3 DAYS. REMOVE

POLYETHYLENE SHEETING AFTER NOTED CURING PERIOD. CONTINUE COLD

WEATHER PROTECTION OF SLAB ON GRADE AS REQUIRED.

9) THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING DRYING METHODS FOR

CONCRETE SLABS WITH APPLIED COATINGS AND FLOORING MATERIALS TO

ACHIEVE THE COATING OR FLOORING MANUFACTURER'S CONCRETE SLAB

MOISTURE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR TAKING

ADEQUATE MOISTURE MITIGATION PROCEDURES IN THE CASE THE SLAB

MOISTURE LEVELS ARE ANTICIPATED TO NOT BE WITHIN THE

MANUFACTURER'S REQUIREMENTS IN ORDER TO MEET THE PROJECT

CONSTRUCTION SCHEDULE. CONTRACTOR SHALL TEST MOISTURE CONTENT

OF THE CONCRETE SLABS ON GRADE 7 DAYS PRIOR TO FLOORING

INSTALLATIONS TO DETERMINE IF REMEDIAL METHODS NEED TO BE TAKEN TO

ENSURE MOISTURE CONTENT IN SLABS IS AT AN ACCEPTABLE LEVEL.

REFERENCE FLOORING MANUFACTURER’S SPECIFICATIONS FOR REQUIRED

TESTS.

10) ELECTRICAL AND MECHANICAL CONDUITS, RACEWAYS OR OTHER NON-

STRUCTURAL ITEMS SHALL NOT BE PLACED W ITHIN SLABS ON GRADE WITHOUT

WRITTEN CONSENT FROM THE ENGINEER.

11) SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

FOLLOWING FLOOR FLATNESS (FF) AND FLOOR LEVELNESS (FL)

REQUIREMENTS FOR EACH CLASSIFICATION TYPE LISTED AS DEFINED IN THE

LATEST EDITION OF ACI 117 “SPECIFICATION FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS AND COMMENTARY”. FLOOR SURFACE

CLASSIFICATION TYPE SHALL BE MODERATELY FLAT, UNLESS NOTED

OTHERWISE.

a) CONVENTIONAL

OVERALL: FF = 20, FL = 15, LOCAL MIN: FF = 12, FL = 9

b) MODERATELY FLAT

OVERALL: FF = 25, FL = 20, LOCAL MIN: FF = 15, FL = 12

c) FLAT

OVERALL: FF = 35, FL = 25, LOCAL MIN: FF = 21, FL = 15

d) VERY FLAT

OVERALL: FF = 45, FL = 35, LOCAL MIN: FF = 27, FL = 21

e) SUPER FLAT

OVERALL: FF = 60, FL = 40, LOCAL MIN: FF = 36, FL = 24

F. CONCRETE

1) PERFORM CONCRETE W ORK INCLUDING HANDLING, PLACING, AND

CONSTRUCTING IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301

"SPECIFICATIONS FOR STRUCTURAL CONCRETE" INCLUDING THE REFERENCED

LATEST EDITION OF ACI 117 “SPECIFICATION FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS AND COMMENTARY” UNLESS MORE

STRINGENT REQUIREMENTS ARE SPECIFIED.

2) CAST-IN-PLACE CONCRETE SPECIFIED COVER FOR REINFORCEMENT SHALL

NOT BE LESS THAN THE FOLLOWING:

a) 3" AT CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

b) 2" AT CONCRETE EXPOSED TO EARTH OR WEATHER FOR #6 AND LARGER

BARS

c) 1 1/2" AT CONCRETE EXPOSED TO EARTH OR WEATHER FOR #5 AND SMALLER

BARS

d) 1 1/2" AT CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH

GROUND FOR REINFORCEMENT OF BEAMS OR COLUMNS

e) 3/4" AT CONCRETE SLABS, WALLS OR JOISTS NOT EXPOSED TO WEATHER OR

IN CONTACT WITH GROUND

3) PROVIDE REBAR SUPPORTS, SPACERS, AND TIE BARS ADEQUATELY TO

ENSURE ALL REINFORCEMENT REMAINS AT PROPER DEPTH AND LOCATION

WHEN CONCRETE ELEMENTS ARE PLACED. REBAR SUPPORTS AND SPACERS

EXPOSED TO EARTH SHALL BE HOT-DIP GALVANIZED G90 OR OTHER APPROVED

NON-CORROSIVE MATERIAL.

4) INSTALL AND SECURE EMBEDMENTS SUCH AS ANCHOR RODS AND EMBEDMENT

PLATES WITHIN SPECIFIED TOLERANCES PRIOR TO CONCRETE PLACEMENT.

5) CONCRETE SHALL BE PROPERLY CONSOLIDATED PER THE LATEST EDITION OF

ACI 309 USING INTERIOR MECHANICAL VIBRATION, EXCEPT CONCRETE SLABS

ON GRADE LESS THAN 5" THICK. DO NOT OVER-VIBRATE CONCRETE.

6) PROTECT AND CURE ALL CONCRETE SURFACES WITH CURING COMPOUND

CONFORMING TO ASTM C309, TYPE 2, CLASS B, UNLESS NOTED OTHERWISE.

BEGIN CURING WALLS IMMEDIATELY AFTER STRIPPING FORMS.

7) CHAMFER EXPOSED EDGES OF CONCRETE BEAMS AND COLUMNS 3/4", UNLESS

NOTED OTHERW ISE.

8) CONCRETE TESTING AND ACCEPTANCE SHALL BE IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS.

G. COLD-FORMED (LIGHT GAUGE) STEEL FRAMING

1) COLD-FORMED STEEL MEMBERS SHALL COMPLY WITH THE LATEST EDITION OF

AISI S200 “NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING —

GENERAL PROVISIONS”.

2) COLD-FORMED STEEL SHAPES INDICATED ON THE DRAWINGS ARE

DESIGNATED PER THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA)

NOMENCLATURE.

a) NOMENCLATURE EXAMPLE: 600S162-54 (50 ksi)

1. 600 = DEPTH X 1/100 INCH I.E. 6"

2. S = STYLE I.E. STUD OR JOIST SECTION

3. 162 = FLANGE WIDTH X 1/100 INCH I.E. 1-5/8"

4. 54 = MINIMUM BASE STEEL THICKNESS IN MILS (1/1000 INCH) I.E. 0.054"

5. (50 ksi) = YIELD POINT I.E. 50 ksi - PROVIDE 33 ksi UNLESS NOTED

OTHERWISE

3) ALL COLD-FORMED STEEL ELEMENTS INCLUDING ACCESSORIES SHALL BE

SUPPLIED BY A SINGLE MANUFACTURER.

4) THE INTENT OF THE DESIGN IS FOR THESE ITEMS TO BE ATTACHED TO EACH

OTHER AND TO THE SURROUNDING STRUCTURE TO BEHAVE AS A SYSTEM.

WHETHER SHOWN OR NOT, PROVIDE ACCESSORY ITEMS (BLOCKS, ANGLES,

CLIPS, STIFFENERS, STRAPS, ETC) DESIGNED BY THE MANUFACTURER, FOR A

COMPLETE SYSTEM. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR

INSTALLATION AND USE.

5) INSTALL SUPPLEMENTARY FRAMING, BLOCKING, ETC TO SUPPORT FIXTURES

AND OTHER ITEMS PROVIDED BY OTHER TRADES. COORDINATE ALL

LOCATIONS WITH RESPECTIVE TRADES.

6) FASTEN ELEMENTS AND ACCESSORIES WITH MINIMUM NO. 6 TAPPING SCREWS.

WELDING MAY BE USED IN LIEU OF TAPPING SCREWS AS DESIGNATED ON

CONSTRUCTION DOCUMENTS. INSTALL SCREWS AT 1/2" MINIMUM EDGE

DISTANCE AND AT 3/4" MINIMUM SPACING.

7) BOTTOM TRACK WEBS OF LOAD BEARING WALLS MUST BEAR UNIFORMLY ON

FOUNDATION — GROUT BEARING SURFACE(S) IF NECESSARY.

8) SEAT SQUARE STUD ENDS SNUG IN TOP AND BOTTOM TRACK WEBS OF LOAD

BEARING WALLS OR INSTALL CLIPS ON STUD WEBS TO TRANSFER ENTIRE

STUD REACTION.

9) PROVIDE HEADERS FOR ALL OPENINGS PER SCHEDULE. W HERE NOT

INDICATED, INSTALL 2-600S162-54 WITH T200-54 TRACKS TOP AND BOTTOM

MATCHING STUD WIDTH. INSULATE ALL BOX HEADERS AS INDICATED BY

ARCHITECTURAL.

H. WOOD FRAMING

1) FRAMING CONNECTORS, ANCHORS, AND HANGERS SHOWN ON THE DRAWINGS

ARE THE PRODUCTS OF SIMPSON STRONG-TIE COMPANY, PLEASANTON,

CALIFORNIA AND ARE DESIGNATED BY THE MANUFACTURER'S STANDARD

PRODUCT NUMBERS. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR

INSTALLATION AND USE. PRODUCTS WITH EQUIVALENT CAPACITY AND QUALITY

MAY BE SUBSTITUTED AFTER A SUBMITTAL HAS BEEN PROVIDED BY THE

GENERAL CONTRACTOR AND FINAL APPROVAL BY STRUCTURAL ENGINEER.

NOTE: "USP" LUMBER CONNECTORS ARE PRIOR APPROVED FOR DIRECT

SUBSTITUTION OF SIMPSON PRODUCTS USING THE "USP" REFERENCE NUMBER

INDEX. WHERE DIRECT SUBSTITUTION IS NOT AVAILABLE IN THE INDEX,

PROVIDE A SUBSTITUTION SUBMITTAL FOR PROPOSED PRODUCT

SUBSTITUTION.

2) SAWN LUMBER:

a) SAWN LUMBER SHALL BE NEW OR RECYCLED STABLED WOOD WITH

MAXIMUM MOISTURE CONTENT OF 19%.

b) PROVIDE HEADERS FOR ALL OPENINGS PER SCHEDULE. WHERE NOT

INDICATED, INSTALL 2-2X6 WITH PLATES TOP AND BOTTOM MATCHING STUD

WIDTH. INSULATE ALL BOX HEADERS AS INDICATED BY ARCHITECTURAL.

c) PROVIDE SOLID STRUCTURAL BLOCKING BELOW ALL WOOD COLUMNS

DIRECTLY TO FRAMING BELOW .

d) STRUCTURAL MEMBERS NOT SPECIFICALLY DETAILED FOR PENETRATIONS

SHALL NOT BE CUT FOR MECHANICAL PIPES, DUCTS ETC UNLESS APPROVED

BY THE ENGINEER.

e) WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH

CONCRETE SHALL BE PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH

AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) STANDARDS.

1. COMPLY WITH AWPA UCB3 TREATMENT FOR ALL EXTERIOR FRAMING NOT

IN CONTACT WITH THE GROUND.

f) NAILING REQUIREMENTS NOT SPECIFIED ON THE CONSTRUCTION

DOCUMENTS SHALL BE IN ACCORDANCE WITH IBC FASTENING SCHEDULE,

TABLE 2304.9.1.

g) ALL STEEL PLATE, FASTENERS, ANCHORS AND CONNECTORS IN DIRECT

CONTACT WITH WOOD THAT HAS ALKALINE COPPER QUATERNARY (ACQ)

WITHOUT AMMONIA PRESERVATIVE TREATMENT SHALL BE ASTM A153, CLASS

B HOT-DIP GALVANIZED COATING G185 OR BE STAINLESS STEEL TYPE

SS316L. ALL STEEL PLATE, FASTENERS, ANCHORS AND CONNECTORS IN

DIRECT CONTACT W ITH WOOD THAT HAS ALKALINE COPPER QUATERNARY

(ACQ) WITH AMMONIA PRESERVATIVE TREATMENT SHALL BE STAINLESS

STEEL TYPE SS316L.

I. PRE-INSTALLATION CONFERENCES

1) SCHEDULING AND CONDUCTING PRE-INSTALLATION CONFERENCES ARE THE

RESPONSIBILITY OF THE CONTRACTOR. MEETING ATTENDEES AND FORMAT

ARE OUTLINED IN THE PROJECT SPECIFICATIONS. COORDINATE LOCATION,

TIME AND AGENDA ITEMS WITH THE ENGINEER. CONDUCT PRE-INSTALLATION

CONFERENCES FOR THE FOLLOWING ACTIVITIES RELATED TO STRUCTURAL

SYSTEMS:

a) REVIEW EXISTING CONSTRUCTION

b) SPECIAL INSPECTION REQUIREMENTS

J. SPECIAL INSPECTIONS AND TESTS

1) SPECIAL INSPECTIONS DESCRIBED BELOW ARE REQUIRED BY SECTION 1705 OF

THE IBC AND SHALL BE PERFORMED PRIOR TO ISSUANCE OF THE CERTIFICATE

OF OCCUPANCY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE

ENGINEER APPRISED OF WORK PROGRESS AS IT PERTAINS TO SPECIAL

INSPECTIONS AND ENSURING THAT NO WORK REQUIRING SPECIAL

INSPECTIONS IS CONCEALED BEFORE SPECIAL INSPECTIONS OCCUR. REFER

TO THE PROJECT SPECIFICATIONS FOR OTHER INSPECTIONS AND MATERIALS

TESTING REQUIREMENTS.

2) EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND-

OR SEISMIC FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A

WIND- OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF

SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF

RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE

COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT PER SECTION

1704 OF THE IBC.

3) THE CONTRACTOR SHALL EMPLOY QUALIFIED SPECIAL INSPECTORS DURING

CONSTRUCTION TO PERFORM STRUCTURAL OBSERVATIONS FOR THE

ELEMENTS NOTED BELOW.

a) STEEL CONSTRUCTION: THE SPECIAL INSPECTIONS FOR STEEL ELEMENTS

OF BUILDINGS AND STRUCTURES SHALL BE AS REQUIRED IN SECTION 1705.2

OF THE IBC. SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN

ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS

OF AISC 360. INSPECTIONS INCLUDE BUT ARE NOT LIMITED TO PERIODIC

INSPECTION OF ALL WELDING INCLUDING STRUCTURAL STEEL, PERIODIC

INSPECTION DURING AND AFTER INSTALLATION OF ALL HIGH-STRENGTH

BOLTING CONNECTIONS REGARDLESS OF TYPE AND STRUCTURAL STEEL

DURING OR AFTER INSTALLATION. WELDING INSPECTION AND INSPECTOR

QUALIFICATION SHALL BE IN COMPLIANCE WITH AWS D1.1 “STRUCTURAL

WELDING CODE — STEEL”.

K. MISCELLANEOUS

11.21.2023

REVISIONS

11/20/2023 4:11:09 PM | Project# RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT | L:\USDAARS_DSPW B\BIMCAD\Revit

NOVEMBER 21, 2023

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

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PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

RESEARCH UNIT

DESIGNED BY | OLSON

DRAWN BY | SCHW ARTZKOPF

REVIEW ED BY | JORGENSEN

STRUCTURAL

GENERAL NOTES,

SPECIAL INSPECTIONS

AND TESTING

REQUIREMENTS

S002

STRUCTURAL SPECIAL INSPECTIONS AND TESTING REQUIREMENTS

DEFINITIONS:

A. QUALITY CONTROL (QC) — QUALITY CONTROL SHALL BE PROVIDED BY THE

FABRICATOR OR ERECTOR.

B. QUALITY ASSURNACE (QA) — QUALITY ASSURANCE SHALL BE PROVIDED BY

OTHERS WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AJH),

APPLICABLE BUILDING CODE, PURCHASER, OWNER, OR ENGINEER OF RECORD

(EOR).

C. OBSERVE (O) — THE INSPECTOR SHALL OBSERVE THESE ITEMS ON A

RANDOM, DAILY BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE

INSPECTIONS.

D. PERFORM (P) — THESE TASKS SHALL BE PERFORMED PRIOR TO THE FINAL

ACCEPTANCE OF THE ITEM.

E. DOCUMENT (D) — THE INSPECTOR SHALL PREPARE REPORTS INDICATING

THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS. THE REPORT NEED NOT PROVIDE DETAILED

MEASUREMENTS FOR JOINT FIT-UP, WPS SETTINGS, COMPLETED WELDS, OR

OTHER INDIVIDUAL ITEMS LISTED IN THE TABLES. FOR SHOP FABRICATION,

THE REPORT SHALL INDICATE THE PIECE MARK OF THE PIECE INSPECTED.

FOR FIELD WORK, THE REPORT SHALL INDICATE THE REFERENCE GRID LINES

AND FLOOR OR ELEVATION INSPECTED. WORK NOT IN COMPLIANCE WITH THE

CONTRACT DOCUMENTS AND WHETHER THE NONCOMPLIANCE HAS BEEN

SATISFACTORILY REPAIRED SHALL BE NOTED IN THE INSPECTION REPORT.

F. CONTINUOUS SPECIAL INSPECTION — SPECIAL INSPECTION BY THE SPECIAL

INSPECTOR WHO IS PRESENT CONTINUOUSLY WHEN AND WHERE THE WORK

TO BE INSPECTED IS BEING PERFORMED.

G. PERIODIC SPECIAL INSPECTION — SPECIAL INSPECTION BY THE SPECIAL

INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE W ORK TO BE

INSPECTED HAS BEEN OR IS BEING PERFORMED.

STRUCTURAL STEEL BUILDINGS — INSPECTION OF WELDING

AISC 360 SECTION N5.4

INSPECTION TASKS PRIOR TO WELDING

AISC 360 TABLE N5.4-1

QC QA

WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS P O

WPS AVAILABLE P P

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES

AVAILABLE

P P

MATERIAL IDENTIFICATION (TYPE/GRADE) O O

WELDER IDENTIFICATION SYSTEM [a] O O

FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)

· JOINT PREPARATIONS

· DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

· CLEANLINESS (CONDITION OF STEEL SURFACES)

· TACKING (TACK WELD QUALITY AND LOCATION)

· BACKING TYPE AND FIT (IF APPLICABLE)

O O

FIT-UP OF FILLET WELDS

· DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

· CLEANLINESS (CONDITION OF STEEL SURFACES)

· TACKING (TACK WELD QUALITY AND LOCATION)

O O

CHECK WELDING EQUIPMENT O -

[a] THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY

WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS,

IF USED, SHALL BE THE LOW-STRESS TYPE.

INSPECTION TASKS DURING WELDING

AISC 360 TABLE N5.4-2

QC QA

CONTROL AND HANDLING OF WELDING CONSUMABLES

· PACKAGING

· EXPOSURE CONTROL

O O

NO WELDING OVER CRACKED TACK WELDS O O

ENVIRONMENTAL CONDITIONS

· WIND SPEED WITHIN LIMITS

· PRECIPITATION AND TEMPERATURE

O O

WPS FOLLOWED

· SETTINGS ON WELDING EQUIPMENT

· TRAVEL SPEED

· SELECTED W ELDING MATERIALS

· SHIELDING GAS TYPE/FLOW RATE

· PREHEAT APPLIED

· INTERPASS TEMPERATURE MAINTAINED (MIN/MAX)

· PROPER POSITION (F, V, H, OH)

O O

WELDING TECHNIQUES

· INTERPASS AND FINAL CLEANING

· EACH PASS WITHIN PROFILE LIMITATIONS

· EACH PASS MEETS QUALITY REQUIREMENTS

O O

PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P

INSPECTION TASKS AFTER WELDING

AISC 360 TABLE N5.4-3

QC QA

WELDS CLEANED O O

SIZE, LENGTH AND LOCATION OF WELDS P P

WELDS MEET VISUAL ACCEPTANCE CRITERIA

· CRACK PROHIBITION

· WELD/BASE-METAL FUSION

· CRATER CROSS SECTION

· WELD PROFILES

· WELD SIZE

· UNDERCUT

· POROSITY

P P

ARC STRIKES P P

k-AREA [a] P P

WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP

HEAVY SHAPES [b]

P P

BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P P

REPAIR ACTIVITIES P P

DOCUMENT ACCEPTANCE OR REJECTION OF W ELDED JOINT OR

MEMBER

P P

NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL

OF THE EOR

O O

[a] WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA FOR CRACKS

WITHIN 3 IN (75 MM) OF THE WELD.

[b] AFTER ROLLED HEAVY SHAPES (SEE SECTION A3.1C) AND BUILT-UP HEAVY SHAPES

(SEE SECTION A3.1D) ARE WELDED, VISUALLY INSPECT THE WELD ACCESS HOLE FOR

CRACKS.

1) REFERENCE CIVIL DRAWINGS FOR BUILDING LOCATION AND ORIENTATION ON

THE SITE. DRAWING ELEVATION REFERENCE 100'-0" = 5468.49 FT CIVIL DATUM.

2) CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE

CONSTRUCTION DOCUMENTS AND SHALL NOTIFY THE ENGINEER OF ANY

DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS

PRIOR TO PROCEEDING WITH CONSTRUCTION.

3) USE ONLY WRITTEN DIMENSIONS FOR CONSTRUCTION. WHERE NO DIMENSION

IS PROVIDED, CONSULT THE ENGINEER FOR CLARIFICATION PRIOR TO

CONSTRUCTION.

4) DETAIL MARKS ANNOTATED ON PLANS ARE INTENDED TO INDICATE SPECIFIC

CONFIGURATION(S) AND INFORMATION. FOR PLAN CLARITY, NOT EVERY

LOCATION WHERE A SPECIFIC DETAIL MAY APPLY IS ANNOTATED. CONTACT

THE ENGINEER IF CLARIFICATION IS NEEDED.

5) COORDINATE OPENINGS AND EMBEDDED ITEMS IN CONCRETE AND MASONRY

WORK WITH ALL TRADES.

6) NOTIFY ENGINEER OF ANY DISCREPANCIES DISCOVERED WITH OTHER

TRADES.

7) CONSTRUCTION LOADS SHALL NOT BE GREATER THAN THE DESIGN LOADS

INDICATED IN DESIGN LOADS AND CRITERIA SECTION B.1, UNLESS REVIEWED

AND APPROVED BY THE ENGINEER.

8) EQUIPMENT OPENINGS INDICATED ARE FOR REFERENCE ONLY. COORDINATE

EXACT LOCATIONS, DIMENSIONS AND DETAILS WITH EQUIPMENT

MANUFACTURERS AND TRADES. ALL OPENINGS IN FLOORS, ROOFS OR OTHER

STRUCTURAL MEMBERS THAT ARE NOT SPECIFICALLY DETAILED IN THE

STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF AND

REVIEW ED BY THE ENGINEER.

9) TEMPORARILY BRACE THE STRUCTURE TO RESIST ALL LOADS OR

COMBINATIONS OF LOADS UNTIL ALL PERMANENT ELEMENTS ARE IN PLACE

AND ALL CONNECTIONS ARE COMPLETE AS SHOW N. THE DESIGN AND SAFETY

OF ALL ERECTION BRACING, SHORING AND TEMPORARY SUPPORTS IS THE

SOLE RESPONSIBILITY OF THE CONTRACTOR.

10) COSTS ASSOCIATED WITH STRUCTURAL DRAWING CHANGES RESULTING

FROM USE OF ALTERNATES OR SUBSTITUTIONS, INCLUDING MECHANICAL

EQUIPMENT, IS THE CONTRACTOR'S RESPONSIBILITY.

11) CONTRACTOR IS RESPONSIBLE FOR LOCATING, PROTECTING AND

STABILIZING ALL ADJACENT STRUCTURES AND UTILITIES THROUGH ALL

PHASES OF CONSTRUCTION.

12) STRUCTURAL GENERAL NOTES SHALL NOT BE A SUBSTITUTE FOR THE

PROJECT SPECIFICATIONS. CONFLICTS BETWEEN THE STRUCTURAL GENERAL

NOTES AND PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION

OF THE ENGINEER OR THE STRICTER OF THE TWO CRITERIA SHALL BE USED.

L. ABBREVIATIONS LIST (SOME OF THE LISTED ABBREVIATIONS MAY NOT APPEAR

ON THE DRAWINGS)

1) & AND

2) @ AT

3) AB ANCHOR BOLT

4) ACI AMERICAN CONCRETE INSTITUTE

5) AFF ABOVE FINISH FLOOR

6) ALT ALTERNATE

7) ANC ANCHOR

8) APPR APPROXIMATE

9) ARCH ARCHITECTURE OR ARCHITECTURAL

10) BLDG BUILDING

11) BLK BLOCK

12) BM BEAM

13) BOF BOTTOM OF FOOTING

14) BOSH BOTTOM OF SHEATHING

15) BOT BOTTOM

16) BRG BEARING

17) BRKT BRACKET

18) BTWN BETWEEN

19) CFS COLD-FORMED STEEL

20) CIP CAST-IN-PLACE

21) CJ CONTROL JOINT

22) CL CENTER LINE

23) CLR CLEAR

24) CNJT CONTRACTION JOINT

25) CONC CONCRETE

26) CONN CONNECTION OR CONNECTOR

27) CONT CONTINUE OR CONTINUOUS

28) DBL DOUBLE

29) DEPR DEPRESSION

30) DET DETAIL

31) DIM DIMENSION OR DIMENSIONS

32) EJ EXPANSION JOINT

33) EL ELEVATION

34) ELEC ELECTRIC OR ELECTRICAL

35) EQ EQUAL

36) EQPM EQUIPMENT

37) ES EACH SIDE

38) EW EACH WAY

39) EXIST OR (E) EXISTING

40) EXP EXPANSION

41) EXP JT EXPANSION JOINT

42) FF FAR FACE

43) FIN FINISH

44) FL FLOOR

45) FDN FOUNDATION

46) FT FOOT OR FEET

47) FTG FOOTING

48) FT-LB FOOT POUND

49) GA GAUGE OR GAGE

50) GALV GALVANIZED OR GALVANIZE

51) GC GENERAL CONTRACTOR

52) GR GRADE

53) HAS HEADED ANCHOR STUD

54) HEF HORIZONTAL EACH FACE

55) HIF HORIZONTAL INSIDE FACE

56) HORZ HORIZONTAL

57) IN INCH OR INCHES

58) JT JOINT

59) K KIP (1000 POUNDS)

60) KSI KIPS PER SQUARE INCH

61) LB(S) POUND OR POUNDS

62) LF LINEAR FEET OR LINEAL FEET

63) LLH LONG LEG HORIZONTAL

64) LLV LONG LEG VERTICAL

65) (N) NEW

66) N/A NOT APPLICABLE

67) NTS NOT TO SCALE

68) NWC NORMAL WEIGHT CONCRETE

69) OC ON CENTER

70) OPNG OPENING

71) PL PLATE

72) PSF POUNDS PER SQUARE FOOT

73) PSI POUNDS PER SQUARE INCH

74) PT PRESSURE TREATED

75) QTY QUANTITY

76) SCHED SCHEDULE

77) SDI STEEL DECK INSTITUTE

78) SECT SECTION

79) SF STEP FOOTING

80) SF SQUARE FOOT OR SQUARE FEET

81) SHT SHEET

82) SIM SIMILAR

83) SOG SLAB ON GRADE

84) SPEC SPECIFIED OR SPECIFICATION

85) SQ SQUARE

86) SS SELECT STRUCTURAL WOOD GRADE

87) STD STANDARD

88) STIFF STIFFENER

89) STIR STIRRUP

90) STRUCT STRUCTURAL OR STRUCTURE

91) SUP SUPPORT

92) SYM SYMMETRICAL

93) T&B TOP AND BOTTOM

94) THK THICK OR THICKNESS

95) TOCB TOP OF CONCRETE BEAM

96) TYP TYPICAL

97) UNO UNLESS NOTED OTHERWISE

98) US UNDERSIDE

99) VEF VERTICAL EACH FACE

100) VERT VERTICAL

11.21.2023

SEE PLAN

TOC

WALL

TYPE

SHEATHING

TYPE &

THICKNESS

1/2" GYP #6 @ 8"

BOUNDARY

& EDGE

#6 @ 12"

FIELD

PANEL FASTENING

BASE TRACK

ANCHORAGE

2- TAPCON+

1/4"ØX2 1/2" @ 18"

END WALL

POST

600S162-43 BACK

TO BACK UNO

REMARKS

TRACK = 43 MIL, MIN

CFS GYP SHEATHING SHEAR W ALL SCHEDULE

TOP TRACK

PANEL FIELD

FASTENING

BLOCKING OR

CONTINUOUS

STRAP AT SHEATHING

JOINTS, SEE -------

BASE TRACK AND

ANCHORAGE

CONC SLAB OR FDN

SEE PLANS FOR

DETAIL MARKS

GENERAL CFS SHEAR WALL ELEVATION

CL ANCHOR ROD

END POST

STUDS BACK-

TO-BACK

NOTES:

1. SCREW HEADS SHALL NOT PENETRATE BEYOND A FLUSH CONDITION WITH FACE OF SHEATHING AND SHALL HAVE 3/8"

MIN EDGE DISTANCE.

2. SEE PLANS FOR SHEAR WALL MARK LOCATIONS AND LIMITS.

3. STAGGER ALL END PANEL JOINTS 32", MINIMUM. FASTEN PANELS TO SUPPORTING FRAMING AND BLOCKING IN

ACCORDANCE WITH SHEAR WALL SCHEDULE AND DETAILS FOR CRITICAL FASTENING.

4. NO PANELS LESS THAN 12 INCHES WIDE SHALL BE USED.

5. WHERE BOTH FACES ARE SCHEDULED TO BE SHEATHED, STAGGER VERTICAL PANEL EDGES BY AT LEAST ONE STUD

SPACE.

6. ALL PANEL EDGES SHALL BE FULLY BLOCKED OR STRAPPED.

AS INDICATED ON PLANS

EXTENTS OF SHEAR WALL

SW -A

LOCATION

2- SIDE

CFS HOLD-DOW N SCHEDULE

TYPEMARK MINIMUM EMBEDMENT DEPTH FOR

INSTALLED ANCHORS

ANCHOR DIA

REQD

REMARKSMINIMUM THICKENED SLAB REQUIRED AT INTERIOR

HOLD-DOWN LOCATIONS (WxLxD) UNO

NOTES:

1. EXPANSION ANCHORS ARE NOT ACCEPTABLE FOR USE AT HOLD-DOWNS AT

CONCRETE INTERFACES.

2. WHERE ADHESIVE ANCHORS ARE SPECIFIED CONFIRM THAT REINFORCING

STEEL DOES NOT CONFLICT

W/ DRILLING HOLD-DOWN ANCHOR.

3. SEE PLAN FOR HOLD-DOWN LOCATIONS.

HOLD-DOWN AT CONCRETE

THICKNESS

OF STUD

43 MIL, MIN

S/HDU4 5" MIN

EMBEDMENT

5/8"Ø4 5/8"Ø ADHESIVE ANCHOR4'-0"X4'-0"X1'-0" THICKENED SLAB

HOLD-

DOWN, SEE

SCHEDULE

HOLD-DOW N

ANCHORAGE

AT EA END BASE

PLATE AT HSS COL

PANEL EDGE

& BOUNDARY

FASTENING

DOUBLE STUD

END POST OR

HSS COL

1/S003

TRACK BLOCKING EACH END OF WALL, @ 16'-0"

AND AT STRAP SLICE LOCATIONS. MATCH SIZE

& GAUGE OF WALL FRAMING

WALL STUD, SEE PLAN

WALL SHEATHING BOTH

SIDES AT LOAD BEARING WALL

#6 SCREWS AT EACH STUD, TYP

CONT-20 GA X1 1/2" FLAT STRAP

EACH FACE OF STUDS @ 4'-0" VERT,

SPLICE ONLY AT BLOCKING

CLIP TRACK BLOCKING

FLANGE & ATTACH TO STUD

W/ 2- #6 SCREWS EA SIDE

5- #6 SCREW S EA SIDE

NOTES:

1. BLOCKING AND STRAPPING REQUIRED AT ALL LOAD BEARING WALLS. EITHER

BRACING OPTION #1 OR #2 MAY BE USED AT CONTRACTOR OPTION.

2. AT WALLS W/ SHEATHING APPLIED TO BOTH SIDES, ATTACH SHEATHING W/

#6 SCREWS @ 8" EA STUD, BRACING IS STILL REQUIRED AT SHEATHED WALL.

3. ANCHOR EACH BRACING ANCHORAGE STUD TOP & BOTTOM W / L2X2X54 MIL X5"

W / 3- #6 SCREWS OR 3- 0.157"Ø PAF AT BOTH LEGS OF ANGLE

4. WALLS W/ OPENINGS: EA SECTION OF WALL REMAINING BETWEEN

OPENINGS IS CONSIDERED A WALL.

BRACING ANCHORAGE STUD TO MATCH

TYPICAL WALL FRAMING STUDS

(362S162-43 MINIMUM) @ 16'-0" MAX,

LOCATE ADJACENT TO TRACK

BLOCKING, ONE FACE ONLY

3- #6 SCREWS BRACING ANCHORAGE STUD TO

MATCH TYPICAL WALL FRAMING

STUDS (362S162-43 MINIMUM) @

16'-0" MAX, ONE FACE ONLY

L1 1/2"X1 1/2"X54 MIL CLIP ANGLE,

ATTACH W/ 3- #6 SCREW INTO

FACE OF STUD & 'U' CHANNEL

L1 1/2"X1 1/2"X54 MIL CLIP ANGLE,

ATTACH TO FACE OF STUD W/ 2- #8

SCREWS & 1- #8 SCREW THRU 'U'

CHANNEL INTO CLIP ANGLE

1 1/2"X54 MIL COLD ROLLED 'U'

CHANNEL @ 4'-0" VERT, SPLICE ONLY

AT BRACING ANCHORAGE STUD

COLD-ROLLED CHANNEL WITH CLIP ANGLE - OPTION #1 DOUBLE FLAT STRAP W ITH BLOCKING - OPTION #221

CLIP ANGLE LENGTH

= 80% MIN OF THE

STUD DEPTH (d)

WALL SHEATHING

BOTH SIDES AT LOAD

BEARING WALL d

WALL

STUD,

SEE PLAN

d

REVISIONS

11/20/2023 4:11:10 PM | Project# RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT | L:\USDAARS_DSPW B\BIMCAD\Revit

NOVEMBER 21, 2023

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

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PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

RESEARCH UNIT

DESIGNED BY | OLSON

DRAWN BY | SCHW ARTZKOPF

REVIEW ED BY | JORGENSEN

STRUCTURAL

SCHEDULES

S003

FOOTING SCHEDULE

MARK TYPE (WxLxD) REINFORCING

A THICKENED SLAB: 4'-0"X4'-0"X1'-0" #5 @ 12" EA WAY IN TOP

3/4" = 1'-0"S003

1 TYP COLD-FORMED STEEL W ALL BRACING

11.21.2023

XXX'-X"

TOCP

1. ALL GRID DIMENSIONS ARE LOCATED AT OUTSIDE FACE OF FOUNDATION

WALL OR AT CL OF COLUMN.

2. PLAN SHEET "CUT" PLANE IS ASSUMED TO OCCUR 48" ABOVE FLOOR/SLAB

LEVEL.

3. COORDINATE ALL REQUIRED SLEEVES FOR WATER, SEWER, STORM,

ELECTRICAL, CABLE, AND IRRIGATION.

4. VERIFY ELEVATOR PIT PLAN SIZE AND DEPTH WITH SELECTED EQUIPMENT

MANUFACTURER INSTALLATION DRAWINGS BEFORE CONCRETE

PLACEMENT.

5. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR PERIMETER FOUNDATION

DRAIN.

6. REFERENCE ARCHITECTURAL/PLUMBING PLANS FOR FLOOR DRAIN

LOCATIONS AND SLOPED SLAB LIMITS.

FOUNDATION PLAN NOTES

1 2 3 4 5 6

A

B

PT 4

X4

PT 4

X4

A AA

A

A

C L C

O L

7' -3

CL COL

4'-2 1/2"

CL COL CL COL

9'-0"

CL COL

6'-9 1/2"

TOCP

TOCP

101'-0"

TOCP

TOCP

101'-0"

1'-2"ØX5'-0" SONOTUBE PIER

100'-0"

20'-0" 20'-0" 20'-0" 20'-0" 20'-0"

'-0

4 4 4

S W

-AS

W

-A

S W

-A

S W

-A

S201

TYP

S201

S201

______________ TYP

NEW MIN 3 1/2" SLAB

OVER FILL OVER

EXISTING SLAB

REINFORCE W/

#3 @ 16" EA WAY

SEE DETAIL -------

SEE ARCH & CIVIL FOR NEW SIDEWALK

DBL 2

X4

DBL 2

X4

JA

M

B

JA

M

B8 S201

7/S201

1 2 3 4 5 6

A

B

100'-0"

20'-0" 20'-0" 20'-0" 20'-0" 20'-0"

'-0

PT 4X10 SS (109'-2 1/4")

PT 2X6 (110'-11 1/2")

PT 2X6 @ 16"

S201

C L R

ID

G

E

S201

BTB 600S162-43

BTB 600S162-43 BTB 600S162-43 BTB 600S162-43 BTB 600S162-43

1' -6

S201

______________6 S201

S201

______________ TYP

INDICATES FOOTING TYPE, SEE SCHEDULE ON

SHEET ------.

?X? INDICATES STRUCTURAL WOOD COLUMN.

X

STRUCTURAL PLAN NOTATION

INDICATES TOP OF CONCRETE

PIER/PILASTER ELEVATION.

S003

INDICATES SHEAR WALL, SEE SCHEDULE

ON SHEET ------.

SW-X

INDICATES HOLD-DOWN CONNECTION LOCATION.

INDICATES HOLD-DOWN TYPE REQD.

SEE SCHEDULE SHEET ----- .

S003

S003

INDICATES AREA OF GRAVEL FILL.

INDICATES 18"Ø DEPRESSION AROUND DRAIN.

INDICATES SLOPED SLAB TO DRAIN DOWN

SLOPING DIRECTION 1/16:12".

1. ALL GRID DIMENSIONS ARE LOCATED AT OUTSIDE FACE OF FOUNDATION WALL

OR AT CL OF COLUMN.

2. PLAN SHEET "CUT" PLANE IS ASSUMED TO OCCUR 48" ABOVE FLOOR/ROOF

LEVEL.

3. BEAMS ARE EQUALLY SPACED BETWEEN COLUMNS UNLESS DIMENSIONED.

4. SEE STRUCTURAL GENERAL NOTES SECTION "B" FOR DESIGN LOADS REQUIRED

5. REFERENCE OTHER DISCIPLINES INDICATING SUSPENDED EQUIPMENT FOR

SPECIFIC PLAN LOCATION, LOADING AND CONNECTION DETAILS TO PRIMARY

STRUCTURAL FRAMING.

6. SEE SHEET ----- FOR LIGHT GAUGE HEADER DETAIL AND SCHEDULE.

FRAMING PLAN NOTES

S003

GLB?X? C=?

(XXX'-X")

BEAM NOTES:

GLB?X? INDICATES GLUED-LAMINATED BEAM SIZE.

PSL?X? INDICATES PARALLEL STRAND LUMBER SIZE.

LVL?X? INDICATES LAMINATED VENEER LUMBER SIZE.

(XXX'-X") INDICATES TOP OF BEAM ELEVATION.

INDICATES DOWN SLOPING DIRECTION.

STRUCTURAL PLAN NOTATION

INDICATES EXISTING PURLIN TO BE REPLACED

WITH NEW 800S350-97 (50) SECTION. MIN 2

SPAN CONDITION.

INDICATES NEW ADDITIONAL 800S350-97 (50)

PURLIN TO BE LOCATED BETWEEN EXISTING

PURLIN SPACING. MIN 2 SPAN CONDITION.

REVISIONS

11/20/2023 4:11:11 PM | Project# RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT | L:\USDAARS_DSPW B\BIMCAD\Revit

NOVEMBER 21, 2023

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

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PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

RESEARCH UNIT

DESIGNED BY | OLSON

DRAWN BY | SCHW ARTZKOPF

REVIEW ED BY | JORGENSEN

FOUNDATION PLAN

S101

3/16" = 1'-0"S101

1 BLDG-92 SLAB/FOUNDATION PLAN

3/16" = 1'-0"S101

2 BLDG-92 FRAMING PLAN

NORTH REF

NORTH REF

11.21.2023

JANUARY 18, 2024

Michael Amestoy

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

mikeamestoy@cushingterrell.com Date: 2024.02.02 13:39:29-07'00'

Michael Amestoy

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

Date: 2024.02.02 13:39:21-07'00'

Michael Amestoy

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

Date: 2024.02.02 13:39:15-07'00'

Michael Amestoy

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

Date: 2024.02.02 13:39:07-07'00'

Michael Amestoy

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

Date: 2024.02.02 13:39:01-07'00'

Michael Amestoy

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

Date: 2024.02.02 13:38:55-07'00'

Michael Amestoy

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

Date: 2024.02.02 13:38:49-07'00'

Michael Amestoy

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

Date: 2024.02.02 13:38:42-07'00'

Michael Amestoy

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

Date: 2024.02.02 13:38:36-07'00'

Michael Amestoy

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

Date: 2024.02.02 13:38:30-07'00'

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

Date: 2024.02.02 13:38:24-07'00'

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

Date: 2024.02.02 13:38:18-07'00'

Digitally signed by Michael Amestoy DN: E=mikeamestoy@cushingterrell.com, CN=Michael Amestoy, O=Michael Amestoy, L=Boise, S=Idaho, C=US Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

Date: 2024.02.02 13:38:12-07'00'

A. ELECTRICAL WORK IS THE RESPONSIBILITY OF THE

ELECTRICAL CONTRACTOR. PATCHING AND

PAINTING IS THE RESPONSIBILITY OF THE

GENERAL CONTRACTOR.

B. DISCONNECT ALL ELECTRICAL ITEMS W HICH ARE

TO BE REMOVED AND/OR RELOCATED WHILE

MAINTAINING CONTINUITY OF REMAINING

CIRCUITRY.

C. PROVIDE NEW CONDUCTORS, RACEWAYS, ETC., AS

REQUIRED TO MAINTAIN OPERATION OF EXISTING

OUTLETS, EQUIPMENT, ETC. WHICH REMAIN OR

ARE RELOCATED.

D. NO EXISTING WIRING MAY BE REUSED IN THE NEW

ELECTRICAL WORK UNLESS OTHERWISE NOTED.

E. ALL EXISTING CIRCUITS, CONDUIT AND WIRE THAT

ARE NOT IN USE AFTER DEMOLITION IS

COMPLETED SHALL BE REMOVED.

F. EXISTING LIGHT FIXTURES WHICH ARE NOT REUSED

SHALL BE DELIVERED TO THE OWNER.

G. EXISTING CONDUITS IN THE FLOOR WHICH ARE NOT

USED AND WHICH ARE ABANDONED SHALL BE

TRIMMED TO FLOOR SURFACE, GROUND FLUSH AND

FILLED WITH GROUT. FINISH FLOOR TO MATCH

EXISTING.

H. WORK SHALL BE PERFORMED WITH NO DISRUPTION

OF THE OWNER'S BUSINESS. ALL ELECTRICAL

POWER DISRUPTIONS SHALL BE SCHEDULED AND

APPROVED BY THE OWNER.

I. ALL WORK SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH NEC, STATE AND LOCAL

BUILDING CODE.

J. ALL DASHED ITEMS ON DEMOLITION PLANS ARE TO

BE REMOVED UNLESS NOTED OTHERWISE. SOLID

ITEMS ARE TO REMAIN OR TO BE RELOCATED AS

NOTED. NOTE - ITEMS SHOWN IN THE DEMOLITION

PLANS ARE BASED ON FIELD OBSERVATIONS.

ADDITIONAL ELECTRICAL ITEMS MAY BE

ENCOUNTERED THAT ARE NOT SHOWN - ALL

GENERAL ELECTRICAL ITEMS ARE TO BE REMOVED

THAT ARE NOT SHOWN, BUT ARE IN AREAS OF

COMPLETE REMODEL.

GENERAL DEMOLITION NOTES

1 2

3 4

5 6

B

A

REVISIONS

11/21/2023 2:23:35 PM

BUILDING 92

DEMOLITION PLANS

ED101

NOVEMBER 21, 2023

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

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| Project# RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT | L:\USDAARS_DSPW B\BIMCAD\Revit

PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

RESEARCH UNIT

DESIGNED BY | GLASSSING

DRAWN BY | STEIN

REVIEWED BY | GLASSSING

3/16" = 1'-0"ED101

1 BUILDING 92 DEMOLITION PLAN

HADIFOET

AT

OS

EREDRE

GIST

L ENGINEERPR

O

FE

SSI

ONA

10814

GARY G

GNISSAL

11/21/2023

ABOVE COUNTER, 4" BACK SPLASHAC

AUTOMATIC TRANSFER SWITCHATS

ABOVE FINISHED GRADEAFG

ABOVE FINISHED FLOORAFF

BELOW GRADEBLG

BOTTOM OF DEVICEBOD

CONDUITC

VISUAL (NUMBER INDICATES CANDELA RATING)

AUDIO/VISUAL (NUMBER INDICATES CANDELA RATING)

AUDIO

MANUAL PULLSTATION

IPS INDOOR PROTECTIVE SHIELD

MAGNETIC DOOR HOLDER, BY DIV 28

FIRE/SMOKE DAMPER

SMOKE DETECTOR, SMOKE DETECTOR W ALL MOUNTED

HEAT DETECTOR, HEAT DETECTOR W ALL MOUNTED

CONNECTION TO TAMPER SWITCH, SWITCH BY OTHERS

CONNECTION TO FLOW SWITCH, SWITCH BY OTHERS

CONNECTION TO PRESSURE SWITCH, SWITCH BY OTHERS

BEAM DETECTOR TRANSMITTER

BEAM DETECTOR RECEIVER

DUCT SMOKE DETECTOR

FIRE ALARM REMOTE ANNUNICATOR

FIRE ALARM CONTROL PANEL

M

F

F

F

F

FSD

SD SD

HD HD

TS

FS

PS

BD

BD

SD

FARA

FACP

SYMBOL DESCRIPTION

LAY-IN OR RECESSED FIXTURE, SIZE ON PLANS

WALL MOUNTED FIXTURE, SIZE ON PLANS

SURFACE MOUNTED FIXTURE, SIZE ON PLANS

PENDANT OR SURFACE MOUNTED FIXTURE, SIZE ON PLANS

RECESSED DOWNLIGHT FIXTURE

SURFACE MOUNTED FIXTURE

WALL MOUNTED FIXTURE

CEILING MOUNTED, WALL MOUNTED EXIT

LIGHT (W/ DIRECTIONAL ARROWS)

ROUND POLE MOUNTED FIXTURE, EXTERIOR

DIRECTIONAL INGROUND FIXTURE, EXTERIOR

PENDANT MOUNTED FIXTURE, SIZE ON PLANS

SHADED FIXTURE INDICATES FIXTURE IS UNSWITCHED

AND ALSO INDICATES EMERGENCY POWER.

WALL W ASH OR DIRECTIONAL FIXTURE

WALL SCONCE FIXTURE

TRACK FIXTURE, SEE PLAN FOR SIZE AND HEADS

CEILING FAN FIXTURE

1 HEAD REMOTE EMERGENCY LIGHT

2 HEAD EMERGENCY LIGHT BATTERY PACK

1 HEAD REMOTE EMERGENCY LIGHT BATTERY PACK

2 HEAD LIGHT WITH MOTION SENSOR

SQUARE POLE MOUNTED FIXTURE, EXTERIOR

POST TOP FIXTURE, EXTERIOR

BOLLARD FIXTURE, EXTERIOR

CATV JACK, W ALL MOUNTED

MICROPHONE OUTLET

SPEAKER, SPEAKER WALL MOUNTED

CLOCK HANGER RECEPTACLE

VOICE/DATA JACK MOUNTED IN FLOORBOX

# NUMERICAL SUBSCRIPT INDICATES NUMBER OF

CABLES/JACKS, NO SUBSCRIPT INDICATES TWO

CABLES/JACKS

C

SS

VOICE/DATA JACK

# NUMERICAL SUBSCRIPT INDICATES NUMBER OF

CABLES/JACKS, NO SUBSCRIPT ASSUMES TWO

CABLES/JACKS

W WALL MOUNT TELEPHONE READY JACK

WAP WIRELESS ACCESS POINT

EXISTING VOICE/DATA JACK

DATA RACK

F AUDIO/VISUAL (NUMBER INDICATES CANDELA RATING),

CEILING MOUNTED

FIRE ALARM SIGNAL EXTENDER PANELFASP

CARD ACCESS SYSTEMCAS

CLOSED CIRCUIT TVCCTV

CEILINGCLG

CENTER OF DEVICECOD

COPPERCU

DIGITAL VIDEO RECORDERDVR

EXISTING(E)

ELECTRICAL CONTRACTOREC

EXHAUST FANEF

GENERAL CONTRACTORGC

GROUNDGND

FIELD ADJUSTABLE LONG TIME, SHORT TIME AND

INSTANTANEOUS

LSI

FIELD ADJUSTABLE LONG TIME, SHORT TIME,

INSTANTANEOUS AND GROUND FAULT

LSIG

MECHANICAL CONTRACTORMC

NEW(N)

NIGHT LIGHTNL

PAN-TILT-ZOOMPTZ

QUANTITYQTY

RELOCATED(R)

SURFACESF

TELECOMMUNICATIONS MAIN GROUNDING BUS BARTMGB

TELECOMMUNICATIONS BONDING BACKBONETBB

TEMPERATURE CONTROL CONTRACTORTC

TELEPHONE TERMINAL BOARDTTB

TYPICALTYP

UNDERGROUNDUG

UNLESS OTHERWISE NOTEDUON

WITHW/

WIRE MOLDW M

WEATHER PROOF (WHILE IN USE)WP

TRANSFORMERXFMR

SWITCH DESIGNATIONa,b,c etc

CIRCUIT DESIGNATION, PANEL BN1L, CIRCUITS 2,4,6BN1L-2,4,6

INDICATES DETAIL 1 ON…