HomeMy WebLinkAboutPlansPOSITIONED OVER EXISTING OVERHEAD LINE
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY -fG'I
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREEYWS , ��
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY AN ACTION - •� i
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
CONCEPTUAL SITE PLAN OF:
T & T LLC
A PARCEL OF LAND SITUATED IN THE SE1/4 OF SECTION 35
TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6th P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 1 OF 1
E
Y i '
VICINITY MAP
SCALE: 1" = 2000'
PROPERTY DESCRIPTION
IRMW PARCEL 1B
according to the Minor Subdivision Plat of IRMW LLC Parcel I
recorded June 13, 2017 in the Office of the Clerk and Recorder of
Garfield County as Reception 893462.
COUNTY OF GARFIELD
STATE OF COLORADO
NCITFS
1) Date of Survey: July 15, 2018.
2) Date of Preparation: January 21, 2020.
3) Basis of Bearing: A bearing of S 00'03'00" W from the steel bar in concrete
located at the intersection of 8th & Main Streets and the steel bar located inside
valve box at the intersection of 8th and Euclid Avenue.
4) Basis of Survey: The Minor Subdivision Plat of IRMW LLC, Parcel I
recorded June 13, 2017 in the Office of the Clerk and Recorder of Garfield
D County as Reception No. 893461.
5) This survey does not constitute a title search by Sopris Engineering, LLC (SE)
to determine ownership or easements of record. For all information regarding
easements, rights of way and/or title of record, SE relied upon the above said
plats described in note 4. No title commitment was used in the preparation of
this survey.
6) Basis of Elevation: Project based on Global Position System (GPS)
observation from the Continuous Operating Reference Station (CORS) SE01
utilizing the Continental United States 2012 Geoid Model (GEOID 12B Conus)
and based the 1988 North American Vertical Datum (NAVD88).
7.) Contour Interval: One (1) foot.
8.) This Preliminary Site Plan in no way represents a land survey plat or
boundary survey of the shown properties.
LINE TABLE
LINE
BEARING
LENGTH
Ll
N 20°03'57" W
27.94'
L2
N 20°03'57" W
23.34'
CURVE TABLE
LENGTH
RADIUS
TANGENT
CHORD
BEARING
DELTA
36.89'
75.00'
18.83'
36.52'
N 05'58'24" W
28°11'06"
42.19'
105.00'
21.39'
41.91'
N 08°33'13" W
23°01'28"
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
120'-0"
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W/ 5/5" TYPE X GYP W/ 5/5" EACH SIDE W/ 5/8" EACH SIDE III I ��� // ml
EACH SIDE III IDO'-0' I
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CONDITIONS OF PERMIT
BLCO-03-20-6170
T &T, LLC
Warehouse/Storage Building Shell
TBD County Road 100
Carbondale, Colorado
1) ALL WORK SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE (I.B.C.)
2009 INTERNATIONAL FIRE CODE (I.F.C.) AND MANUFACTURER'S INSTALLATION
SPECIFICATIONS.
2) REFER TO PLAN ATTACHMENTS FOR GARFIELD COUNTY'S BUILDING REQUIREMENTS &
INSPECTIONS POLICIES.
3) BUILDING IS APPROVED AS NON-SPRINKLERED, CONSTRUCTION TYPE II-B (NONCOM-
BUSTIBLE) WITH "LOW -HAZARD STORAGE- (GROUP S-2) OCCUPANCY/USE.
4) CONTACT LOCAL FIRE DISTRICT FOR REVIEW AND APPLICABLE I.F.C. REQUIREMENTS.
FIRE DISTRICT'S FINAL APPROVAL REPORT IS REQUIRED PRIOR TO FINAL BUILDING
INSPECTION & CERTIFICATE OF OCCUPANCY.
5) ANY FUTURE CHANGES TO OCCUPANCY TYPE OR USE OF THE BUILDING MUST COMPLY
WITH APPLICABLE ZONING REGULATIONS AND/OR LAND -USE CHANGE PERMITS UNDER
REQUIREMENTS OF GARFIELD COUNTY'S LAND -USE DEVELOPMENT CODE. ANY SUCH
CHANGES MAY ALSO BE SUBJECT TO ADDITIONAL BUILDING DEPARTMENT AND/OR FIRE
DISTRICT REVIEW, PERMITTING & INSPECTIONS.
6) BUILDING IS APPROVED ASA SHELL ONLY. FUTURE TENANT FINISH PERMITS ARE
REQUIRED.
7) OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION, 3000 PSF.
8) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR PER
SPECIAL INSPECTIONS PROVISIONS OF I.B.C., CHAPTER 17. PROVIDE APPROVAL REPORT
AT FRAME INSPECTION.
9) IF APPLICABLE, ELECTRICAL PERMITTING AND INSPECTIONS BY COLORADO STATE
ELECTRICAL BOARD. ELECTRICAL FINAL APPROVAL IS REQUIRED AT FINAL BUILDING
INSPECTION & CERTIFICATE OF OCCUPANCY.
10) ACCESSABILITY PER CHAPTER 11 IBC AND ICC A117.1. PARKING, ACCESS AND
BATHROOM MUST BE ACCESSABLE.
EA
TO" x TO"
1/4"I. 6'-0"
—.—.—_---_-14'0"x14'0" — — — — "xT0"1
EXTERIOR NON RATED
6" STEEL WALL 61RT FRAMING
OF PRE-MANIFAGTURED STEEL
BUILDING TYP U.N.O.
14'-O" T-6 5/4" . 5'-0" .2'-5 1/4'
DATE:
155UE/REV:
12-20-101
PRELIMINARY
5-6-20
PERMIT SET
2
m
ry
ALI
2
11241 &RAND AVE.
&LENWOOD 5PRIN65, w 61601
T: 9T0 44"615
emall:
6ARFIBD GOUNTY, GO
JOB •: 19002
15GALF-": 1/4" = I'-01
FLOOR PLAN II
T. PLATE
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EXTERIOR NON RATED
8` STEEL WALL GIRT FRAMINb
OF PRE -MANUFACTURED 57EEL
BUILDING TYP U.N.O.
KAIJP ENGINEERING, INC.
1129 GRAND AVE.
6LENW000 SPRIN65, GO HIb01
T: 9'70 445-9b1S
®mall:
WEST ELEVATION
® 1/4" = 1'-0"
RI GE COMMERCIAL BUILDING
544 COUNTY ROAD 100
6ARFIELD COUNTY, f.0
ROOF A55EMBLY:
10" STEEL PURLIN5 W/
EXTERIOR 1 I/2" VERTICAL
METAL FOORIN6 W/ R-59 VINYL
BACKED INSULATION TYP U.N.O.
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EAST ELEVATION
® 1/4" = 1'-0"
DATE: 155UE/REV:
12-20-19 PRELIMINARY
5- i-20 PERMIT 5ET
JOB •: 19002
SCALE": 1/4" = P-O"
EXTERIOR
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NOTE: 3/4" 5T73=L EMBED PLATES W/ (4)
3/4"R X Ib` HA.S. MAY BE SUBSTITUTED
FOR EMBEDDED ANCHOR BOLTS
PLAN NOTES:
1. CONCRETE SPREAD FOOTIN65 SHALL BE CENTERED UNDERNEATH STEEL BASE
PLATE t ANCHOR BOLT LAYOUT. SEE MANUFACTURER FOR SPECIFIC DIMENSIONS.
2. ANCHOR BOLT DIAMETER, LAYOUT, SPACING, PRO-MCTION, ETC. TO BE PER
PREFABRICATED BUILDING MANUFACTURER
3. TYPICAL ANCHOR BOLTS TO HAVE A MINIMUM LENGTH OF Ib' AND A MINIMUM
EMBEDMENT OF 12'. SEE BUILDING MANUFACTURER FOR ACTUAL DIAMETERS AND
PRO,FCTIONS.
4. ALL STEEL BUILDING DIMENSIONS TO BE FIELD VERIFIED PRIOR TO FOUNDATION
CONSTRUGTIOK
KAM IlNISIN MR11W INC.
1124 GRAND AVE.
61-E4WOOD SPRINGS, CO 61601
T: 910 945-9613
NOTE: CONCRETE SUB CONTRACTOR
TO FIELD VERIFY DIAMETER OF BOLT
HOLES IN PRE FABRICATED COLUMN
BASE PLATES 4ADJ15T NEW ANCHOR
BOLT DIAMETERS TO MATCH.
FOUNDATION FLAN
® 1/4" = P-O'
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MARK
SIZE
REINFORCEMENT
REMARKS
®
4'-O`x4'-O"xlO"
5-#5 HN 50T
--
®
3'-O•x3'-O"xl0"
4-ft EW BOT
---
RICE COMMERCIAL BU I LD I NCB
544 COUNTY ROAD 100
6ARFIELD COUNTY, CO
FOUNDATION PLAN NOTES:
1) TW -TOP OF CONCRETE WALL ELEVATION
2) TF -TOP OF CONCRETE FOOTING ELEVATION
3) TL -TOP OF CONCRETE LEDGE ELEVATION
4) I• STEP TOP OF WALL
5) STEP -- STEP CONCRETE FOOTING
6) STEP L CONCRETE
OR PLYWOOD SURFACE
1) T - BUILDIN6 ELEVATION
8) ® PAD FOOTING 5YM5OL
4) [XXX'-XX"l BEAM ELEVATION
10) E COLUMN FROM ABOVE
(5) 2X6 TYP UNO COLUMN
SIZED AT LOWEST LEVEL
t CONSISTANT FOR EACH
LEVEL UNLE55 CHANGED BY NOTE
II) OVERFRAMIN6
12) ALL CONCRETE WALLS 8" THICK UNO
15) VENT CRAWL SPACE PER IBC
PROVIDE 13LOCKOUT5 IN FOUNDATION
WALL AS REQUIRED SEE GENERAL
NOTES FOR REINFORCEMENT
14) DO NOT SCALE DRAWIN65 CONTACT
ARCHITECT OR ENGINEER FOR
DISCREPANCIES OR MISSING DIMENSIONS
NOTE: ALL DIMENSIONS TO BE VERIFIED
W/ ARCH PRIOR TO CONSTRllGTION
NOTE: BUILDING ELEVATION 100'-0' =
51-M ELEVATION SEE ARCH
NOTE: SEE ARCH FOR DIMENSIONS AND
ELEVATIONS NOT INDICATED
DATE: ISSUE/REV:
12-20-14 PRELIMINARY
9-6-20 PERMIT SET
JOB •: 19002
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RICE PREFAB FOUNDATION
2-10-20
A. DE516N LIVE LOADS
I. SNOW (ROOF) 40 P5F (57 PSF 6ROUND)
2. EXPOSURE G
3. WIND: WIND SPEED 40 MPH (3 SECOND GUST)
4. SEISMIC ZONE G
B. DESIGN CODES
I. INTERNATIONAL BUILDING CODE (2015)
2. AGI BUILDING CODE (AGI 315-05)
3. AI50 STEEL CONSTRUCTION MANUAL (14th Edition)
4. AITG TIMBER CONSTRUCTION MANUAL (6th Edition)
C. FOUNDATION]
BUILDING FOOTINGS HAVE BEEN DESIGNED N6� izTAXIM ALLOAASLE SOIL BEARING
PRESSURE OF 2000 P5F, PLACED ON UNDISTURBED NATURAL SOILS. COMPACTED STRUCTURAL FILL
PLACED TO A CERTAIN DEPTH BELOW FOOTINGS COULD BE USED TO REDUCE THE FUTURE SETTLEMENT
POTENTIAL. SEE SOILS REPORT # XXXXXX BY HP GEOTECH, INC DATED JANUARY XX, 2019 FOR
ADDITIONAL INFO $ REQUIREMENTS. THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE
BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY D£516N ASSUMPTIONS AND ACTUAL BEARING
CONDITIONS. PROVIDE FOUNDATION DRAIN AND UNDERDRAIN SYSTEMS AS RECOMMENDED BY THE SOILS
ENGINEER. PRECAUTIONS SHALL BE TAKEN TO PREVENT HETTIN6 OF THE BEARING SOILS DURING
CONSTRUCTION.
D. CONCRETE
CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN
CONCRETE INSTITUTE BUILDING CODE (AGI 515-05) ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PS! IN 26 DAYS EXCEPT SLABS ON GRADE HHICH SHALL BE 3500
PSI. MECHANICALLY VIBRATE ALL CONCRETE AHEN
PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR
SAW GUT) AT MAX. 10'-0" O.G. EACH HAY UNLESS SHOWN OTHERAISE ON PLAN. REINFORCING BARS
SHALL BE ASTM A615 - 6RADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO MELDING OF
REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL
ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. PROVIDE
CORNER BARS OF EQUAL 51ZE AND SPACING, AROUND ALL CORNERS. PROVIDE 2 - #5 5AR5 AITH A
MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENINC75 IN HALLS, BEAMS AND SLAB5.
PROVIDE ALL ACGES50RIE5 NECESSARY TO SUPPORT REINFORGIN6 AT POSITIONS SHOWN ON THE
PLANS. MELDED HIRE FABRIC SHALL CONFORM TO ASTM A155. LAP HIRE FABRIC REINFORCEMENT
ONE FULL MESH PLUS 2" AT SIDES AND ENDS AND HIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND
COLUMN BEARING PLATES SHALL CONFORM TO A5TM A30i AND BE PLACED WITH SETTING
TEMPLATES.
E. STEEL
ALL STEEL SHALL CONFORM TO ASTM A992-50 EXCEPT TUBE COLUMNS AHIGH SHALL CONFORM TO ASTM
A500 (6RADE B) LATEST EDITION. PIPE 5HAPES SHALL CONFORM TO ASTM A55 (GRADE B). ALL SHOP
CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM
CONNECTIONS WITH MAXIMUM NUMBER OF A5TM A30-1 5/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE
ROW AND SHALL CONFORM TO A57M A30i, UNLESS OTHERHISE NOTED. ANCHOR BOLTS SHALL
CONFORM TO A57M A30-7. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
ACCORDANCE WITH LATEST PROVISIONS OF THE AISC MANUAL OF STEEL CONSTRUCTION AND AI50
CODE OF STANDARD PRACTICE. SHOP DRAWIN65 SHALL BE SUBMITTED TO THE ARCHITECT OR
EN61NEEP FOR REVIEW PRIOR TO FABRICATION. SHOP DRAAINC75 SHALL DETAIL EACH BEAM,
APPLICABLE CONNECTIONS, LAYOUT, AND BRACING. USE WELDERS MEETING THE REQUIREMENTS OF
THE AA5 "STANDARD QUALIFICATION PROCEDURE". COMPLY HITH AH5 Did "STRUCTURAL WELDING
CODE." ALL HELD5 SHALL BE ETOXX TYPICAL UNLESS NOTED OTHERAISE. PRIME ALL STEEL WITH
APPROVED PRIMER. TOUGH -UP PAINT AT EXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS.
DRY PACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RESISTANT EMBECO 153 OR
EQUIVALENT. EXPANSION BOLTS SHALL BE "HE-1-IT", "RED HEAD", KAIKBOLT", OR APPROVED HEDGE
TYPE, INSTALLED IN ACCORDANCE HITH THE MANUFACTURER'S REQUIREMENTS.
F. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE
THE CONTRACTOR FROM CONFORMANCE AITH THE DRAAIN65 AND SPECIFICATIONS.
6. COORDINATE ALL OPENINGS THROUGH FLOORS, HALLS AND ROOFS WITH THE MECHANICAL AND
ELECTRICAL CONTRACTORS.
H. DO NOT BACKFILL AGAINST HALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE
IN PLACE.
1. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD
SHALL NOT EXCEED THE DE516N LIVE LOAD PER SQUARE FOOT.
J. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL E
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH
MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO
CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER
SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE
RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR
PROCEDURE OF CONSTRUCTION, OR THE SAFETY RZEGAUTIONS AND THE PROGRAMS INCIDENT
THERETO.
K. SPECIAL INSPECTION
57RUCTURAL MELDING: ALL NIELDIN6 TO BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP.
ALL FIELD HELPS WILL REQUIRE SPECIAL INSPECTION BY A SPECIAL INSPECTOR APPROVED BY
THE BUILDIN6 DEPARTMENT. ALL HIGH STRENGTH A325 STEEL BOLTS TO BE SPECIAL INSPECTED.
COMPRESSIVE 5TREN6TH SAMPLES SHALL BE TAKEN OF CONCRETE. CONCRETE REINFORCING SHALL
BE INSPECTED. SOILS EXPOSED IN THE EXCAVATION SHALL BE OBSERVED 4 TESTED BY THE SOILS
ENGINEER.
STEEL MELDING: PERIODIC INSPECTION REQUIRED
HIGH 5TREN&TH BOLTING: PERIODIC, INSPECTION REQUIRED
EPDXY BOLT5: PERIODIC INSPECTION REQUIRED
CONCRETE COMPRESSIVE STRENGTH: PERIODIC INSPECTION REQUIRED
SOILS: PERIODIC INSPECTION REQUIRED
L. PREFABRICATED STEEL BUILDING
PROVIDE PRE-ENGINEERED STEEL BUILDING AS PROFILED BY ARCHITECTURAL
DRAWINGS. DE516N TO CARRY LIVE LOADS INDICATED BY STRUCTURAL DRAAIN65, FOLLOW
REQUIREMENTS OF THE UNIFORM BUILDING CODE WITH A LOAD DURATION FACTOR OF 1.0 AND AITH
A MAXIMUM ALLOAABLE LIVE LOAD DEFLECTION OF L/560. SHOP DRAWINGS, AN ERECTION PLAN, AND
SEALED STRUCTURAL CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO
FABRICATION. CALCULATIONS SHALL BE SEALED BY AN EN6iNEER REGISTERED IN THE STATE OF
COLORADO. SHOP DRAWINGS SHALL DETAIL EACH FRAME TYPE, APPLICABLE CONNECTIONS, FRAME
LAYOUT AND BRACING. SUPPLY ALL PLATES, BLOCKING, BRIDGING, BRACING, STIFFENERS AND OTHER
RELATED ITEMS AS RECOMMENDED BY THE FABRICATOR.
KAUP ENGINEERING, ING.
1124 &RAND AVE.
6LENHOOD 5PRIN65, GO 61601
T: 9-70 945-%13
email: dale®koupengineering.com
SLAB ON GRADE T SLAB=
SEE PLAN SEE PLAN
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544 GOUN7Y ROAD 100
GARFIELD COUNTY, CO
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PREFABRICATED METAL BUILDING HALL
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(4) #5
#3 TIES
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NOTE. (4) #5 TIE BARS
IN TIE FTG. TO BE
HOOKED 12" INTO
CONC. PIER
DTL 1/53.1
PII_co13
VIEW)
NON -SHRINK GROUT
T PIER -
SEE PLAN
GONG PIER
SEE PLAN
(4) #5 Xy
m LDHL
6"
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SEE PLAN
F'ler_Pt9_NM_659A
#5 VERT a 16" Or-
CENTERED
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SEE PLAN
NOTE: (4) #5 TIE BARS
IN TIE FT6. TO BE
HOOKED 12" INTO
i X m DOWELS a SEE PLAN
GONG. PIER
16" O.G. 2
8"
GLR
T FT& - Q
SEE PLANlu
Fnu
SEE DTL I/53.1
#5 X Cow
3/4" = 1'-O"
DATE:
ISSUE/REV:
12-20-I l
PRELIMINARY
5-6-20
PERMIT SET
JOB #: 19002
Po_col8
SCALE:
AS INDICATED
DETAILS AND I
S�.I