2025-RFP-045_Animal_Shelter_Plans-_Revision_1_-_Copy.pdf

Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community

PROJECT LOCATION

METAL BUILDING FOUDNATION

30" Ø DRILLED PIERS

EACH COLUMN, SEE DETAIL

EXTENTS OF CONCRETE SLAB BY OTHERS, SEE CIVIL

20'-83 8" 20'-83

8" 20'-83 8" 20'-83

8" 20'-83 8"

'-6

101'

COLUMN, BASE

PLATE AND BOLT Ø

BY OTHERS

1'

30" Ø

(8) #6 VERTICAL BARS

#3 HOOPS @ 12" OC

#3 HOOPS @ 12" OC

#6 VERTICAL BARS

3"

30"Ø DRILLED PIER

30"Ø

3" M

IN

NOTE:

1. ANCHOR BOLT NUTS SHALL CONFORM TO ASTM

A563, HEAVY HEX, GRADE A.

2. ALL WASHERS SHALL CONFORM TO ASTM F436,

TYPE 1.

(1) HEAVY HEX NUT

& (1) FLAT WASHER

ASTM A307 BOLT

REF METAL BLDG MFR FOR

PROJECTION AND DIAMETER

ANCHOR BOLT DETAIL

1' -9

" E M

BE

D

3" P

R O

JE

C

TI

O

N

FOUNDATION PLAN

FINAL FOR CONSTRUCTIONS1.01

M

C D

O N

A L

D L

N

T ex ar k an a, A rk an sa s

T .8

.7

ENGINEERS SEAL

SHEET

SHEET TITLE

NO. DATE DESCRIPTION

REVISIONS

FOUNDATION

PLAN

T X

F

IR

M N

O

23-144

TR

RE JOB NO.

DESIGN:

12/1/2023DATE:

C

IT

Y O

F G

R

EE

N

VI

LL

E

AN

IM

AL

C

O N

TR

O

L

DRILLED PIER DETAIL

DESIGN NOTES:

1. THE FOLLOWING GEO-TECHNICAL REPORT WAS USED FOR THE DESIGN OF THIS

FOUNDATION.

REPORT BY: GEOTEX ENGINEERING

PROJECT NO.: G23-2180

DATE: AUGUST 30, 2023

ALLOWABLE NET SOIL BEARING CAPACITY: 6,000 PSF

2. SIZES AND REINFORCING STEEL SHOWN ARE MINIMUM REQUIREMENTS NEEDED TO ALLOW

THIS STRUCTURAL SYSTEM TO ADEQUATELY PERFORM IN CONJUNCTION WITH SOIL

PARAMETERS DESCRIBED IN SOIL REPORT.

3. ALL REINFORCING BARS SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM A615-60.

4. REINFORCING SHALL BE CLEAN AND SECURELY HELD IN PLACE BEFORE PLACING CONCRETE.

BARS SHALL BE CLEAN AND SUPPORTED BY HEAVY DUTY SPACERS AS DESCRIBED IN SOIL

REPORT AND TIED AT ALL INTERSECTIONS TO PREVENT VERTICAL AND HORIZONTAL

MOVEMENT DURING CONCRETE PLACEMENT.

5. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, f'c, of 3,000 PSI AT 28

DAYS. SLUMP SHALL BE 7-9". ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH

APPLICABLE ACI STANDARDS. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH

TIME - ALL CONCRETE OVER 90 MINUTES OLD SHALL NOT BE PLACED IN FOUNDATION.

CONTRACTOR SHALL SUBMIT A MIX DESIGN FOR APPROVAL TO THIS OFFICE.

6. FOUNDATION UNITS SHOULD BE CONSTRUCTED IN ACCORDANCE WITH ACI 336.2 "STANDARD

SPECIFICATION FOR THE CONSTRUCTION OF DRILLED PIERS".

7. REMARKS: SEE SOIL REPORT FOR ADDITIONAL INFORMATION.

8. THE OWNER WILL EMPLOY A TESTING LABORATORY TO PERFORM TESTS AND TO SUBMIT

TEST REPORTS. THE CONTRACTOR WILL COORDINATE COMMUNICATIONS WITH THE TESTING

LAB AND INSURE THAT THEY ARE AT THE SITE TO PERFORM THE TESTS REQUIRED.

SAMPLING OF FRESH CONCRETE SHALL BE COMPLETED PER ASTM C 172. TESTING SHALL

CONSIST OF THE FOLLOWING:

SLUMP: ASTM C 143; ONE TEST AT POINT OF DISCHARGE FOR EACH DAY'S POUR OF EACH

TYPE OF CONCRETE; ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY SEEMS TO

HAVE CHANGED.

AIR CONTENT: ASTM C 173; VOLUMETRIC METHOD FOR LIGHTWEIGHT OR NORMAL WEIGHT

CONCRETE; ASTM C 231 PRESSURE METHOD FOR NORMAL WEIGHT CONCRETE; ONE FOR

EACH DAY'S POUR OF EACH TYPE OF AIR-ENTRAINED CONCRETE.

COMPRESSION TEST SPECIMEN: ASTM C 31; ONE SET OF 4 STANDARD CYLINDERS FOR

EACH COMPRESSIVE STRENGTH TEST, UNLESS OTHERWISE DIRECTED. MOLD AND STORE

CYLINDERS FOR LABORATORY-CURES TEST SPECIMENS EXCEPT WHEN FIELD-CURE TEST

SPECIMENS ARE REQUIRED.

COMPRESSIVE STRENGTH TESTS: ASTM C 39; ONE SET FOR EACH DAY'S POUR

EXCEEDING 5 CU. YDS. OF EACH CONRETE CLASS PLACED IN ANY ONE DAY; ONE

SPECIMEN TESTED AT 7 DAYS; TWO SPECIMENS TESTED AT 28 DAYS, AND ONE SPECIMEN

RETAINED IN RESERVE FOR LATER TESTING IF REQUIRED.

GENERAL NOTES:

1. THE CONTRACTOR SHALL COORDINATE THE FOUNDATION PLAN WITH ARCHITECTURAL

DRAWINGS FOR OPENINGS, DROPS,INSERTS, AND RELATED ITEMS. CONTRACTOR SHALL

ALSO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE CONCRETE IS

PLACED.

2. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THAT THE NEW

CONSTRUCTION WILL NOT CONFLICT WITH ANY EXISTING UTILITIES. IF CONFLICT ARISE, THE

CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL STOP UNTIL AN APPROPRIATE

SOLUTION IS FOUND.

3. TYPICAL DETAILS AND NOTES SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED

OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO

DETAILS SHOWN FOR SIMILAR CONDITIONS.

4. DUE TO INTRICACIES OF CONSTRUCTION, IT IS IMPRACTICAL TO SPECIFY OR SHOW EVERY

DETAIL. IF A CONDITION IS NOT SHOWN, A SIMILAR DETAIL OR THE CURRENT RULES OF

GOOD CONSTRUCTION PRACTICES SHALL BE FOLLOWED.

5. SITE GRADINGS AND DRAINAGE AROUND THE FOUNDATION SHALL BE MAINTAINED AT ALL

TIMES IN SUCH A MANNER THAT SURFACE OR GROUND WATER WILL NOT COLLECT UNDER

OR ADJACENT TO THE FOUNDATION. MOISTURE CONTENT SHOULD BE KEPT CONSISTENT

AND PROPER DRAINAGE AWAY FROM THE SLAB IS REQUIRED.

6. CONTRACTOR IS RESPONSIBLE TO ADVISE OWNER OF PROPER FOUNDATION MAINTENANCE,

WHICH INCLUDES WATERING OF THE AREAS WITHIN 4 FEET OF THE FOUNDATION DURING

THE DRY SEASON. HEAVY VEGETATION, SUCH AS TREES WITHIN 10-15 FEET OF THE

PERIMETER OF THE FOUNDATION MAY CAUSE EXCESSIVE WATER REMOVAL FROM THE SOIL

NEAR OR UNDER THE FOUNDATION. SUCH UNANTICIPATED PARAMETERS ARE NOT

CONSIDERED UNLESS REPORTED BY THE CONTRACTOR TO THE ENGINEER, IN WRITING,

PRIOR TO DESIGN.

7. VERIFY ALL DIMENSIONS WITH ARCHITECT/CIVIL ENGINEERS.

8. ANY REQUIRED UNDERCUT AND SOIL REPLACEMENT WITHIN THE BUILDING AREA SHALL BE

COMPLETED PRIOR TO DRILLING OF PIERS. COMPACTION SHALL BE ACHIEVED UTILIZING

REQUIREMENTS SET FORTH BY CIVIL ENGINEER.

METAL BUILDING REQUIREMENTS:

1. PRE-ENGINEERED METAL BUILDING

2. USAGE: STAND ALONE ANIMAL KENNELS

3. 101'x50' INSIDE CLEAR DIMENSIONS, SEE CIVIL PLANS FOR DETAILS

4. 50' CLEAR SPAN, NO INTERIOR COLUMNS

5. ALL SIDES OPEN AND FREE FROM OBSTRUCTIONS (INCLUDING LATERAL BRACING)

6. GABLE ROOF

7. 12' EAVE HEIGHT

8. 2/12 ROOF PITCH

9. ANCHOR BOLT SIZE AND QUANTITY TO BE DESIGNED BY PRE-ENGINEERED METAL BUILDING

MFR.

10. GUTTER SYSTEM REQUIRED

11. LIGHTING AND FANS SHOWN ON SHEET C10 OF THE CIVIL PLANS

12. REGULATING BUILDING CODE: 2018 IBC

13. BUILDING RISK CATEGORY: II

14. GROUND SNOW LOAD: 5 PSF

15. ULTIMATE DESIGN WIND SPEED: 115 MPH

16. COLLATERAL LOADS: LIGHTING AND FANS

17. PRE-ENGINEERED METAL BUILDING PLANS SHALL BE PROVIDED TO FOUNDATION ENGINEER

FOR APPROVAL PRIOR TO FOUNDATION CONSTRUCTION.