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SCHEDULE B-SECTION 2 EXCEPTIONS
(mLE EXCEPTION NOS. THAT AFFECT ANTERO HUNTER MESA SITE ARE CIRCLED)
@Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be
found to peMtrate or intersect the premises hereby granted and a right of way for ditches or canals as
constructed by the authority of the United States, as reserved in United States Patent recorded February
2, 191lln Book 71 at Page 464 and March 14, 1910 in Book 71 at Page 402. BOOK 71 AT PAGE 402
AFFECTS TITLE PROPERTY. PATENT LOCATED IN GOVERNMENT LOT 3, SECTION 30, TOWNSHIP 6 SOUTH
RANGE 92 WEST OF THE SIXTH P.M . BOOK 71 AT PAGE 464 AFFECTS TmE PROPERTY. PATENT LOCATED
IN LOT 4, SECTION 30, TOWNSHIP 6 SOUTH RANGE 92 WEST OF THE SIXTH P.M. AND LOTS 1 AND TWO,
SECTION 31, TOWNSHIP 6 SOUTH RANGE 92 WEST OF THE SIXTH P.M. ALL DITCHES LOCATED ON
ANTERO HUNTER MESA SITE ARE SHOWN ON SHEET 2, MINERAL RIGHTS CANNOT BE GRAPHICALLY
SHOWN.
@ Undivided one-half interest in and to all oil, gas and minerals as reserved by Ola S. Garrison In deed
recorded March 14, 1962 in Book 340 at Page 28 and any and all assignments thereof or Interests
therein. AFFECTS TmE PROPERTY. DEED IS LOCATED IN GOVERNMENT LOTS 3 AND 4, SECTION 30,
GOVERNMENT LOTS 1 AND 2, SECTION 311N TOWNSHIP 6 SOUTH RANGE '12 WEST OF THE SIXTH P.M.
AND THE E1/2SW1/4 OF SECTION 61N TOWNSHIP 7 SOUTH RANGE 92 WEST OF THE SIXTH P.M.
· CANNOT BE GRAPHICALLY SHOWN.
11. Terms and conditions of Agreement by and between Orson D. Garrison and Colorado-Ute Electric
Association recorded September 28, 1962 in Book 344 at Page 334. (Lots 3, 4, W>!SE" Section 31). THIS
DOCUMENT AFFECTS TITLE PROPERTY. AGREEMENT LOCATED IN GOVERNMENT LOTS 3 AND 4, THE
W1/2SE1/4 OF SECTION 311N TOWNSHIP 6 SOUTH RANGE '12 WEST OF THE SIXTH P.M.
12. Terms and conditions of Agreement by and between Colorado -Ute Electric Association, Inc . and Jesse
E. and or Harold E. Stauffer rocorded October 1, 1962 In Book 344 at Page 354. (Lots land 2, SEl' of
Section 6). THIS DOCUMENT AFFECTS TITlE PROPERTY. AGREEMENT LOCATED IN THE SEl/4 AND
GOVERNMENT LOTS 1 AND 2 OF SECTION 6 IN TOWNSHIP 7 SOUTH RANGE !12 WEST OF THE SIXTH P.M.
13. Easement granted to Colorado -Ute Electric Association , Inc. In instrument recorded May 2, 1963 In
Book 349 at Page 33 (E~SEM, NWJISEJI, Lots 1 and 2 of Section 6). THIS DOCUMENT AFFECTS Tm.E
PROPERTY. EASEMENTLOCA TED IN THE E1/2SE1/4, NW1/4SE1/4 AND GOVERNMENT LOTS 1 AND 2 OF
SECTION 6 IN TOWNSHIP 7 SOUTH RANGE '12 WEST OF THE SIXTH P.M.
14. Easement granted to Colorado-Ute Electric Association, Inc . in instrument recorded June 21, 1963 in
Book 351 at Page 149. (Lot 1, Section 31, Lots 3 and 4, Section 30). THIS DOCUMENT AFFECTS TITLE
PROPERTY. EASEMENT LOCATED IN LOTS 1 SECTION 311N TOWNSHIP 6 SOUTH RANGE 92 WEST OF THE
SIXTH P.M. AND LOTS 3 AND 4 OF SECTION 61N TOWNSHIP 7 SOUTH RANGE !12 WEST OF THE SIXrH
P.M. SHOWN ON SHEET 1, EAST OF ANTERO HUNTER MESA SITE.
15. Right of way and easement granted to Garfield Gas Gathering Company in instrument recorded August
5, 1965 in Book 368 at Page 365 . (Lots 3, 4, WKSEJI Section 31). THIS DOCUMENT AFFECTS TinE
PROPERTY. RIGHT OF WAY AND EASEMENT LOCATED IN GOVERNMENT LOTS 3 AND 4AND W1/2SE1/4
OF SECTION 31, TOWNSHIP 6 SOUTH RANGE 92 WEST OF THE SIXTH P.M.
@ Right of way and easement granted to Cascade Natural Gas Corporation in Instrument recorded August
13, 1965 In Book 368 at Page 496. (Lots 3 and 4, Section 30, lot 2 Section 31). THIS DOCUMENT
AFFECTS TITLE PROPERTY. RIGHT OF WAY AND EASEMENT LOCATED IN GOVERNMENT LOTS 3 AND 4 OF
SECTION 30, AND LOT 1 OF SECTION 31, TOWNSHIP 6 SOUTH RANGE 92 WEST OF THE SIXTH P.M. NO
METES AND BOUNDS DESCRIPTION INClUDED IN DOCUMENT, CANNOT BE GRAPHICALLY SHOWN.
17. Right of way easement granted to cascade Natural Gas Corporation In instrument recorded November
1, 1965 In Book 370 at Page 543. (Lot 1 and SEll of Section 6). THIS DOCUMENT AFFECTS TITLE
PROPERTY. RIGHT OF WAY EASEMENTLOCATED IN THE SE1/4AND GOVERNMENTLOT 1 OF SECTION 6
IN TOWNSHIP 7 SOUTH RANGE 92 WEST OF THE SIXTH P.M.
18. Reservation of an undivided one-half Interest in and to all oil, gas and other minerals as reserved by
Jesse E. Stauffer and Harold E. Stauffer In deed recorded June 9, 19661n Book 376 at Page 580, and any
and all assignments thereof or interests therein. (SE" and Lots 1 and 2 of Section 6) TillS DOCUMENT
AFFECTS TITLE PROPERTY. RESERVATION DEED LOCATED IN THE SE1/4AND GOVERNMENT LOTS J AND
2 OF SECTION 61N TOWNSHIP 7 SOUTH RANGE '12 WEST OF THE SIXTH P.M.
@) All all, gas and mineral rights conveyed to Barbara Joy Morris, Katherine Francis Rogers and Harold B.
ShaeHer in deed recorded June 25, 1981 in Book 57S at Page 441, and any and all assignments thereof
or interests therein. THIS DOCUMENT AFFECTS TITlE PROPERTY. DEED LOCATED IN GOVERNMENT LOTS
3 AND 4, SECTION 30, GOVERNMENT LOTS 1 AND 2, SECTION 311N TOWNSHIP 6 SOUTH RANGE !12
WEST OF THE SIXTH P.M. AND GOVERNMENT LOTS 1 AND 2, THE E1/2 AND THE E1/2W1/2 OF SECTION
61N TOWNSHIP 7 SOUTH RANGE 92 WEST OF THE SIXTH P.M. MINERAL RIGHTS CANNOT BE
GRAPHICALLY SHOWN.
20. Right of way easement 50 feet in width for pipeline and related faoillties granted to Mountain Fuel
Resources in Instrument recorded February 18, 1983 In Book 620 at Page 732). THIS DOCUMENT
AFFECTS TITLE PROPERTY. RIGHT OF WAY EASEMENTLOCATED IN GOVERNMENT LOT 4 OF SECTION 30,
TOWNSHIP 6 SOUTH RANGE 92 WEST OF THE SIXTH P.M. EASEMENT SITUATED SOUTHEAST OF
ANTERO HUNTER MESA SITE.
21. Easement and right of way for a pipeline as granted to Northwest Pipeline in Instrument recorded June
18, 1985 in Book 670 at Page 747, and recorded July 2, 1985 in Book 671 at Page 638 and recorded July
2, 1985 In Book 671 at Page 644. (Lot 1 Section 31 and lot 4 Section 30). THESE DOCUMENTS AFFECT
TITLE PROPERTY. EASEMENT AND RIGHT OF WAY LOCATED IN GOVERNMENT LOT 4 OF SECTION 30,
AND LOT 1 OF SECTION 31, TOWNSHIP 6 SOUTH RANGE !12 WEST OF THE SIXTH P.M. PIPEUNE
EASEMENTS GRAPHICALLY SHOWN IN DOCUMENTS TO BE SOUTH OF COUNTY ROAD 3:13 AND
PARAWUNG OVERHEAD POWERUNE EAST OF AHT'ERO HUNTER MESA SITE.
22. Pipeline right of way granted to Snyder Oil Corporation in instrument recorded December 15, 1994 in
Book 925 at Page 709. THIS DOCUMENT AFFECTS TmE PROPERTY. PIPELINE RIGHT OF WAY LOCATED
IN THE SW1/4 OF SECTION 311N TOWNSHIP 6 SOUTH RANGE 92 WEST OF THE SIXTH P.M. AND
GOVERNMENT LOTS 2 AND 3 OF SECTION 61N TOWNSHIP 7 SOUTH RANGE '12 WEST OF THE SIXTH P.M.
NOnCE : ACCOftD ING TO COLORADO LAW YOU MUST COMMENCE AH'f l£GAl.
AC110N BASED Uf'ON Ntt DEFECT IN ntS SURYEYwmttNniAEE YEARS
AFTER YOU FIRST DISCOVER SUCH D£FECT. IN NO MNT MAY ANY ACnON
BASED UPON ANt DEFECT IN nilS SURVEY BE COMMENCED t.IORE THAN TEN
YEARS FROM THE DATEOFCfRTIFICAOONSHOWN HEREON.
SCHEDULE B -SECTION 2 EXCEPTIONS-continued
(TITLE EXCEPTION NOS . THAT AFFECT ANTERO HUNTER MESA SITE ARE CIRCLED)
@ Terms and conditions of Surface Facility Grant by and between BJ.M. LTD and Snyder Oil
Corporation recorded March 3, 1995 In Book 933 at Page 335. THIS DOCUMENT AFFECTS TITLE
PROPERTY. GRANT LOCATED IN GOVERNMENT LOT 4 OF SECTION 30, TOWNSHIP 6 SOUTH RANGE !12
WEST OF THE SIXTH P.M. NO METES AND BOUNDS DESCRIPllON INClUDED IN DOCUMENT,
CANNOT BE GRAPHICALLY SHOWN.
@ Pipeline right of way granted to Snyder Oil Corporation in instrument recorded March 3, 1995 in
Book 933 at Page 338. THIS DOCUMENT AFFECTS TITLE PROPERTY. PIPELINE RIGHT OF WAY
LOCATED IN GOVERNMENT LOT 4 OF SECTION 30, TOWNSHIP 6 SOUTH RANGE 92 WEST OF THE
SIXTH P.M. NO METES AND BOUNDS DESCRIPTION INClUDED IN DOCUMENT, CANNOT BE
GRAPHICALLY SHOWN.
25 . All matters shown on Pipeline Final Location Survey recorded May 22, 19961n Book 978 at Page 872
and May 22, 1996 in Book 978 at Page 955. THESE DOCUMENTS AFFECT TITLE PROPERTY. PIPELINES
LOCATED IN SECTION 6 IN TOWNSHIP 7 SOUTH RANGE !12 WEST OF THE SIXTH P.M. NO METES AND
BOUNDS DESCRIPTION INCLUDED IN DOCUMENT, CANNOT BE GRAPHICALLY SHOWN.
@ Terms and conditions of Surface Facility Grant by and between BJ .M. LTD, a limited partnership and
Snyder Oil Corporation recorded June 6, 1!196 in Book 980 at Page 809. THIS DOCUMENT AFFECTS
TITLE PROPERTY. GRANT LOCATED IN GOVERNMENTLOT 4 OF SECTION 30, TOWNSHIP 6 SOUTH
RANGE 92 WEST OF THE SIXTH P.M. NO METES AND BOUNDS DESCRIPTION INCLUDED IN
DOCUMENT, CANNOT BE GRAPHICALLY SHOWN.
27. Pipeline right of way granted to Snyder Oil Corporation in instrument recorded JuM 6, 1996 in Book
980 at Page 815. THIS DOCUMENT AFFECTS TITLE PROPERTY. PIPELINE RIGHT OF WAY LOCATED IN
THE SE1/4SE1/4 OF SECTION 61N TOWNSHIP 7 SOUTH RANGE 92 WEST OF THE SIXTH P.M.
28 . Easement granted to Questar Pipeline Company in instrument recorded December 16, 1996 In Book
1003 at Page 364 and August 18,2005 in Book 1718 at Page 276. THESE DOCUMENTS AFFECT TinE
PROPERTY. EASEMENTS LOCATED IN THE SW1/4 OF SECTION 30, TOWNSHIP 6 SOUTH RANGE 92
WEST OF THE SIXTH P.M. DESCRIBED EASEMENT SITUATED SOUTHEAST OF ANTERO HUNTER MESA
SITE.
29 . Right of way for roadway granted to Snyder Oil Corporation in instrument recorded May 1, 1997 in
Book 1017 at Page 310. THIS DOCUMENT AFFECTS TITLE PROPERTY_ RIGHT OF WAY LOCATED IN THE
SE1/4SEJ/4 OF SECTION 6 IN TOWNSHIP 7 SOUTH RANGE 92 WEST OF THE SIXTH P.M.
@ Pipeline right of way granted to Southeast Piceance Pipeline Joint Venture in instrument recorded
September 26, 1997 In Book 1035 at Page 856 and March 18, 1998 in Book 1058 at Page 335 and
August 25, 1999 in Book 1147 at Page 458 and March 1, 2000 In Book 1175 at Page 163 and March 1,
2000 In Book 1175 at Page 166 and June 6, 2001 in Book 1259 at Page 100 and January 18,2002 in
Book 1322 at Page 110 and February 1, 20021n Book 1325 at Page 942 . BOOK 103S AT PAGE 856
AFFECTS TinE PROPERTY. PIPELINE RIGHT OF WAY LOCATED IN GOVERNMENT LOT 1 AND THE SEI/4
OF SECTION 61N TOWNSHIP 7 SOUTH RANGE 92 WEST OF THE SIXTH P.M. BOOK 1058 AT PAGE 335
AFFECTS TITLE PROPERTY. PIPELINE RIGHT OF WAY LOCATED IN GOVERNMENT LOT 4 AND THE
W1/2SE1/4 OF SECTION 31 , TOWNSHIP 6 SOUTH, RANGE !12 WEST AND GOVERNMENT LOTS 2 AND 3
AND THE NEJ/4SW1/4 OF SECTION 6, TOWNSHIP 7 SOUTH, RANGE 92 WEST BOTH OF THE SIXTH
P.M. BOOK 1147 AT PAGE 4SB AFFECTS TITLE PROPERTY. PIPELINE RIGHT OF WAY LOCATED IN THE
SW1/4SE1/4 OF SECTION 6, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE SIXTH P.M. BOOK 1175 AT
PAGE 163 AFFECTS TinE PROPERTY. PIPELINE RIGHT OF WAY LOCATED IN GOVERNMENT LOT 3 OF
SECTION 6, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE SIXTH P.M. BOOK 1175 AT PAGE 166
AFFECTS THE NE1/4SE1/4 OF SECTION 6, TOWNSHIP 7 SOUTH, RANGE !12 WEST OF THE SIXTH P.M .
BOOK 125!1 AT PAGE 100AFFECTS TITlE PROPERTY. PIPELINE RIGHT OF WAY LOCATED IN THE
SE1/4SW1/4 {GOVERNMENT LOT 4) OF SECTION 31, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE
SIXTH P.M . BOOK 1322 AT PAGE 110 DOES NOT AFFECT TITLE PROPERTY. PIPELINE RIGHT OF WAY
LOCATED IN THE SW1/4NE1/4 OF SECTION 33, TOWNSHIP 6 SOUTH, RANGE !12 WEST OF THE SIXTH
P.M. BOOK 1325 AT PAGE 942 AFFECTS TinE PROPERTY. PIPELINE RIGHT OF WAY LOCATED IN
GOVERNMENT LOT 4 OF SECTION 30, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH P.M .
PROPOSED PIPEUNE RIGHT OF WAY MAP AND DESCRIPTION INClUDED IN DOCUMENT IS IWGIBI.E
31. All matters disclosed on Pipeline as build location map recorded January 5, 1998 in Book 1049 at
Page 213 and March 18, 1998 in Book 1058 at Page 304. THESE DOCUMENTS AFFECT TmE
PROPERTY. PIPELINE LOCATED IN SECTION 61N TOWNSHIP 7 SOUTH RANGE !12 WEST OF THE SIXTH
P.M.
32. Terms and oonditions of Surface Use Facility Grand by and between BJ .M . LTD, a limited
partnership and Southeast Piceance Pipeline Joint Venture recorded March 18, 1998 in Book 1osg at
Page 338 and March 1, 2000 In Book 1175 at Page160 and March 1, 2000 In Book 1175 at Page 169
andJune6, 2001 in Book 1259 at Page 97. BOOK 10S8ATPAGE 338ANDBOOK 1175ATPAGE 160
AFFECT TinE PROPERTY. GRANTLOCATED IN GOVERNMENTLOT 3 OF SECTION 6, TOWNSHIP 7
SOUTH RANGE 92 WEST OF THE SIXTH P.M . BOOK 1175 AT PAGE 169 AFFECTS TrrLE PROPERTY.
GRANTLOCATED IN THE NE1/4Sf1/4 OF SECTION 6, TOWNSHIP 7 SOUTH RANGE 92 WEST OF THE
SIXTH P.M. BOOK 125!1AT PAGE !17 AFFECTS TITLE PROPERTY. GRANTLOCATED IN THE SE1/4SW1/4
{GOVERNMENT LOT 4) OF SECTION 31, TOWNSHIP 6 SOUTH, RANGE !12 WEST OF THE SIXTH P.M.
33. All matters disclosed on as-build buried pipeline right of way map recorded June 14, 2000 In Book
1192 at Page 526. THIS DOCUMENT AFFECTS TITLE PROPERTY. PIPELINE LOCATED IN SECTION 61N
TOWNSHIP 7 SOUTH RANGE 92 WEST OF THE SIXTH P.M.
@ Right of way easement granted to Holy Cross Energy in Instrument recorded April 25, 2002 in Book
1349 at Page 207, August 22, 2003 in Book 1509 at Page 300, April 29, 2004 in Book 1582 at Page
666, September 27, 2006 in Book 1846 at Page 497, September 27, 20061n Book 1846 at Page 4!19
and February 21, 2008 as Reception No . 743253. BOOK 134!1 AT PAGE 207 APPEARS TO AFFECT TITLE
PROPERTY. RIGHT OF WAY EASEMENTLOCATED IN SECTION 31, TOWNSHIP6 SOUTH, RANGE 92
WEST AND SECTION 6, TOWNSHIP 7 SOUTH, RANGE 92 WEST, BOTH OF THE SIXTH P.M. BOOK 15Q9
AT PAGE 300 AFFECTS TITlE PROPERTY. RIGHT OF WAY EASEMENTLOCATED IN SECTIONS 30 AND 31,
TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH P.M. EASEMENT SHOWN ON PAGE 2 LOCATED
SOUTH OF COUNTY ROAD 333. BOOK 1582 AT PAGE 666AFFECTS TinE PROPERTY. RIGHT OF WAY
EASEMENT LOCATED IN SECTION 30, TOWNSHIP 6 SOUTH, RANGE '12 WEST OF THE SIXTH P.M.
EASEMENT LOCATED EAST OF ANTERO HUNTER MESA SITE. BOOK 1846 AT PAGE 4!17 AFFECTS TITLE
PROPERTY. RIGHT OF WAY EASEMENT LOCATED IN SECTION 6, TOWNSHIP 7 SOUTH, RANGE !12 WEST
OF THE SIXTH P.M. RECEPTION NO. 743253 AFFECTS TITlE PROPERTY. RIGHT OF WAY EASEMENT
LOCATED IN SECTION 30, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXrH P.M. EASMENT
SHOWN ON PAGE 2. NO METES AND BOUNDS DESCRIPTION INClUDED IN DOCUMENT, CANNOT BE
GRAPHICALLY SHOWN.
EXISTING CONDITIONS/TOPOGRAPHICAL SURVEY OF:
ANTERO HUNTER MESA SITE
A PARCEL OF LAND SITUATED IN SW~ SECTION 30
TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE 6th P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 1 OF
CONDITIONS OF PERMIT
BLC0-2-11-1907
Hunter Mesa Compressor Station
Job Trailer
2130 CR-333
Silt, Colorado
1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS INSTALLATION
SPECIFICATIONS.
2) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURREN T LAND USE CHANGE
PERMIT .
3) PROVIDE INSPECTOR WITH ENGINEER STAMPED PIER AND HOLDOWN SCHEDULE FOR
60FT TRAILER LENGTH AT FOUNDATION INSPECTION .
4) LOCKS, LATCHES, LANDINGS PER 20091BC, SECTION 1008.
5) LIGHT AND VENTILATION PER 20091BC, CHAPTER 12.
6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION.
7) MANUFACTURED OFFI CE BUILDING APPROVED FOR lOa W.~.\\..ER ONLY.
GRAPHIC SCALE
2000 0 1000 2000 4000 8000
~I -~-~-·~1~1 ~~~~~~
(IN FEET)
1 inch =2000ft.
SOPRIS ENGINEERING-LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
SCHEDULE B -SECTION 2 EXCEPTIONS-continued
(TITLE EXCEPTION NOS. THAT AFFECT ANTERO HUNTER MESA SITE ARE CIRCLED)
@ Pipeline right of way granted to Encana Gathering Services (USA) Inc. in instrument
recorded September 19, 2002 in Book 1387 at Page 837. THIS DOCUMENT AFFECTS TITLE
PROPERTY. PIPELINE RIGHT OF WAY LOCATED IN THE SW1/2SW1/4 OF SECTION 30,
TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH P.M. NO METES AND BOUNDS
DESCRIPTION iNClUDED IN DOCUMENT, CANNOT BE GRAPHICALLY SHOWN.
@Terms and conditions of Surface Use Facility Grant by and between BJ .M. LTD a limited
partnership and Encana Gathering Systems (USA) Inc. recorded November 13, 2002 In Book
1406 at Page 319 . THIS DOCUMENT AFFECTS TITLE PROPERTY. GRANT LOCATED IN THE
SW1/4 OF SECTION 30, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH P.M. NO
METES AND BOUNDS DESCRIPTION INClUDED IN DOCUMENT, CANNOT BE GRAPHICALLY
SHOWN.
37 . Terms and conditions of Memorandum of Access Lease Damage Agreement recorded April
30, 2004 in Book 1583 at Page 416. THIS DOCUMENT AFFECTS TITlE PROPERTY.
AGREEMENT LOCATED IN THE SW1/4 OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE !12 WEST
OF THE SIXTH P.M .
@ Terms and conditions of Memorandum of Surface Use Agreement recorded June 1, 2005
in Book 1692 at Page 70. THIS DOCUMENT 'AFFECTS TITLE PROPERTY. AGREEMENT
LOCATED IN GOVERNMENT LOTS 3 AND 4, SECTION 30, GOVERNMENT LOTS 1 -4 AND THE
W1/2SE1/4 OF SECTION 31, TOWNSHIP 6 SOUTH RANGE 92 WEST AND GOVERNMENT LOTS
1 AND 2, THE SE1/4, N1/2NE1/4SW1/4 AND THE N1/2N1/2 OF SECTION 6, TOWNSHIP 7
SOUTH, RANGE !12 WEST, ALL IN THE SIXTH P.M . CANNOT BE GRAPHICALLY SHOWN .
@ Pipeline Easement and right of way granted to Antero Resources Pipeline Corporation in
Instrument recorded April 20, 2007 In Book 1!119 at Page 56. THIS DOCUMENT AFFECTS
TITLE PROPERTY. PIPELINE EASEMENT AND RIGHT OF WAY LOCATED IN GOVERNMENT
LOTS 3 AND 4 OF SECTION 30, TOWNSHIP 6 SOUTH, RANGE '12 WEST OF THE SIXTH P.M .
SHOWN ON SHEET 2.
@Terms and conditions of Surface Facility Easement granted to Antero Resources Pipeline
Corporation in Instrument recorded April26, 2007 in Book 1919 at Page 63. THIS
DOCUMENT AFFECTS TITLE PROPERTY. EASEMENT LOCATED IN THE GOVERNMENT LOTS 3
AND 4 OF SECTION 30, TOWNSHIP 6 SOUTH, RANGE '12 WEST OF THE SIXTH P.M. SHOWN
ONSHEET2.
@Terms and conditions of Memorandum of Lease Agreement and of Pipeline right of way
and Easement Agreement recorded June 25, 2007ln Book 1941 at Page 112. THIS
DOCUMENT AFFECTS TITLE PROPERTY. LEASE AGREEMENT AND PIPELINE RIGHT OF WAY
AND EASEMENT LOCATED IN GOVERNMENT LOT 4 OF SECTION 30, AND GOVERNMENT LOT
1, SECTION 31, TOWNSHIP 6 SOUTH, RANGE !12 WEST OF THE SIXTH P.M. CANNOT BE
GRAPHICALLY SHOWN.
TITLE PROPERTY DESCRIPTION
Township 6 South, Range 92 West of the 6th P.M.
Section 30: Lots 3 and 4
Section 31 : Lots 1, 2, 3, and 4, W~SE%
Township 7 South, Range 92 West ofthe 6th P.M.
Section 6: SEY., N}iNEY.SWV., Lots land 2 and N~N~ of Lot 3
COUNTY OF GARFIELD
STATE OF COLORADO
AREA OF ANTERO HUNTER MESA SITE
Section 30: A portion of Lots 3 and 4
SURVEY NOTES
1) Date of Sunrey : June 2010.
2) Date of Preparation : June 2010.
APPROVED
SUBJECT TO NOTED
EXCEfflONS & INSPECTIONS
GARFIELD COUNTY
BUIL?frDEPAR!mN f
Date '/11 'I ByE:~-~~-
F LDCOPY
:J10 INSPECTION WITHOUT
tH'ESE PLANS ON SITE
of
3) Basis of Bearing : A bearing of N 01"42'52" E from the Southwest comer of Section 30, T65.
R92W Monumented by a found 3' brass cap LS. #15846 and the West Y. of Section 30, T65 .
R92W, monumented by a found 3" brass cap LS. #15846 .
4) Basis of Survey: The 1887 GLO Map of Township No -6 South, Range 92 West of the 6th P.M .,
The title oommltment prepared by commonwealth Title Company of Garfield County, Inc. as File
No. 1006014 with an effective date of June 4, 2010, various documents of record , and the found
monuments, as shown .
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 items described in note 4.
6) Basis of elevation: Project based on Global Position System (GPS) observation utilizing the
2003 geoid model (geoid 03) and based the 1988 North American Vertical Datum (NAVD), this
established a Benchmark Elevation of 5866.45' on the found BLM brass cap monumenting the
corners common to sections 36/31/1/6. This created a Site Benchmark Elevation of 5820.59' on
the found nail monumentlng the southwest comer of parcel1, as shown on sheet2.
7) Contour Interval: One (1) foot.
8) The existing conditions survey in no way represents a land survey plat or boundary survey of
the shown properties.
9) The outline of the Title Property Boundary, shown on this sheet Is per the Garfield County
GIS data Is for informational purposes only and does not represent a boundary survey .
SURVEYOR'S STATEMENT
this existing conditions/topographic survey was
Construction
OJ ..... n
0
' "" ' --' LC
0 .....,
EXISTING CONDITIONS/TOPOGRAPHICAL MAP OF:
ANTERO HUNTER MESA SITE
A PARCEL OF LAND SITUATED IN SW~ SECTION 30
TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE 6th P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 2 OF 2
DRAINAGE BASIN DETAIL
SCALE: 1"=5001
SOPRIS ENGINEERING -LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG .COM
NOTICE : ACCORDING TO OOLORAOO lAW YOU MUST <DMMENCE NIT lfGIJ..
ACT10N MSf:D UPON A)N DlFECT IN THIS SUil'JEY WITHIN TJ.IRI:E 'ttAJtS
AFTtR VOJ FIJtST OtSCOVU St.tOi Df:F£CI. IN NO MNT MAY~ AC110H
8ASED UPONAK'fDEFKT IN THIS SUIIN'EY .:COMMENCED ~ETHAN TEN
'tlMS FAOM TME ~T! OF CU11FICA110N SHOWN HE AEON.
EXISTING CONDITIONS LEGEND
El ELECTRIC METER
>-GUY WIRE
'th POWER POLE
* LIGHT POLE
--,--SIGN
-{) GUY POLE
-oe OVERHEAD ELECTRIC
-ug GASUNE
-o STEEl PIPE FENCE
-x WIRE FENCE
GENERAL UTILITY NOTES:
1. The locations of underground utilities have been plotted based on
utility maps, construction/design plans, other information provided by
utility companies and actual field locations in some Instances. These
utilities, as shown, may not represent actual field conditions. It is the
responsibility of the contractor to contact all utility companies for field
location of utilities prior to construction .
GRAPHIC SCALE
(IN FEET)
1 inch • 60 ft.
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25' PIPEUNE I
AIGHT..QF ~WAV 8
REC. NO. 721991. BOOK 1919 PAGE 56
T1lU EXCEPTION NO . 39
REC. NO . 721992, BOOK 1919 PAGE 63
T1lU EXCEPTION NO. <10
SITE BENCHMARK!
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FOUND NAILl
ELEVATION•S820.59' -~ti~~~IL~~:_:~
/!
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If\
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·8
:t
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30' HOLY CROSS RIGHT -OF-WAY EASEMENT
REC. NO . 743253 , T1lU NO. 34
CENTERED OVER AELO
/
----..1
--
-~ .""-...
I 4,
I.Jg~ .............
-_CJg ~{J
30' ENCANA PIPELINE RJGHHlF·WAY 9
REC. NO . 704581
APPARENT 25 ' PIPEUNE EASE:MENT
SrTUATED OVlR FIELD LOCATED PIPEUNE
T1lU EXCEPTION NO. 21
LOT 3, SECTION 30 --------LOT 4, SECTION 30
..........
......... . ...........
., ·~ ......... ......... ··-....... · ........... ...............
N. 300'-0"
N. 250'-o"
N. 200'-o"
N. 150'-0"
N. 100'-o"
N. 50'-0"
SITE BENCHMARK
FOUND NAIL ---...
ELEVA TION=5820. 59'
KAHUWA VEWTURD uc
WE5TMIN5TER. CO 0002 I
303-451-7374
GWDDESIGN
.INC
82117111 St., 8ulle 2020, c.-, 00 303-851-41300
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GARFIELD COUNTY, COLORADO
HUNTER MESA COMPRESSOR STATION
PLOT PLAN
PLANT LAYOUT
~LE NU~BER DRAYING NU~BER SCALE REVISION
HM-PP-3000 HM-PP-3000 1"=20' M
Building Nntn;
All materials ore C and B Custom Modular's standards
unless otherwise specified.
Locate state seals, 3rd party seals and data plate on
per sheet A2.
All door adjustments ore on site by others.
C and B Custom Modular Inc. is not responsible for
local codes or permits.
Building to be located > 1 0' -0" from existing or
assumed property line and >20' -0" from on existing
building.
Buildings on the some property shall be assumed to
have a property line between them.
the building exterior and the facilities within the
building shall be identified with the international
symbol of accessibility. (Signage by others)
The dealer /owner shall be responsible for on site
barrier free provisions, i.e.: Steps, romps, parking
signs etc.
Building approach (walkway or ramp) to be 5'-0"
wide minimum and a gradient of not more then 1' in
20'.
Exit doors to remain openoble during business hours
from the inside without the use of a key or any
special knowledge.
Corrosion resistant flashing at top and sides of doors,
windows and at roof penetrations shall be provided.
If required, adequate accessible restroom facilities at
site by others within sao· of new structure.
Building shall not be located in areas that exceed
those listed on the cover sheet design criteria and
state codes.
Electrical Notu;
All receptacles to be grounding type
All wiring to be per the current code in effect.
Main panel to be marked "Suitable for use as service
equipment" and be equipped with breaker/fuse type over
current protection.
Proper thermal overload protection to be provided for all
motors.
Weatherproof protection required for all outdoor lights,
receptacles and disconnects.
Proper working clearances to be provided and maintained
about all electrical equipment.
All fluorescent fixtures require thermal protection and proper
clearances from insulation also applicable for incandescent
fixtures.
Combination exhaust fan/light and all recessed incandescent
fixtures to be thermally protected.
Exit lights "if electric" must be fed from on approved
emergency service connected ahead of but not within main
service disconnecting means enclosure and installed as per
service requirements or be battery backup type units.
All exterior metal to be grounded per N.E.C. or applicable
code.
In cavities used as return air chases, there shall be no
exposed romex and wiring should be ran in conduit/MC
type cables.
MocMnk;gt Nota;
Exhaust fans and venting equipment to be ducted
to exterior and terminate at an approved vent cap.
Return air via grilles and/or undercut doors.
Materials exposed within plenum shall be
noncombustible or shall have a flame spread index
of not more then 25 and a smoke-developed
index of not more then 50 when tested in
accordance with ASTM E-84
Duct exposed to non-conditioned spaces shall be
insulated to provide thermal resistance.
The lower edge of floor and wall registers shall
not be less then 1 /2" from the floor in toilet,
laundry and/ or utility rooms.
Metal chimneys shall extend at least 3' -0" above
the highest point that they pass through the room
and 2' -0" minimum higher then other portions of
0 building within 1 o' -o"
Ducts shall be class 1/A flame spread
Ventilation to be in conformance w/20CFM per
occupant. (Offices)
Flexible ducts and connectors shall be installed in
accessible areas only and shall not be concealed.
Illinois State Building Codes Indiana Mobile Structures Codes
2002 NATIONAL ELECTRIC CODE
2003 INTERNATIONAL BUILDING CODE
2003 INTERNATIONAL MECHANICAL CODE
2003 I.E.C.C.
Approval # F91-R31 2005 N.E.C. W/lndiana Amendements
1997 INDIANA BUILDING CODE
Approval #MT20065911
MODEL #: 1260F0-2
Williams Scotsman
12 x 60 Office
ADA HANDICAP GUIDELINES *
* = w /State Amends
Seismic Design Category:
Ss=3.00 S1 =1.25 Site Closs D
Colorado State Building Codes
2002 NATIONAL ELECTRIC CODE
2003 INTERNATIONAL BUILDING CODE
2003 INTERNATIONAL MECHANICAL CODE
2003 INTERNATIONAL ENERGY CONSERVATION
1998 A 117.1 HANDICAP GUIDELINES
CODE
Seismic Design Category:
Ss = 1.25 S1 = .60 Site Closs 0
Idaho State Building Codes
2005 NATIONAL ELECTRIC CODE *
2003 INTERNATIONAL BUILDING CODE
2003 INTERNATIONAL MECHANICAL CODE
2003 INTERNATIONAL ENERGY CONSERVATION CODE
A117.1 HANDICAP CODE
NFPA 101 LIFE SAFElY CODE W/MODIFICATIONS
* = w/State Amends
Seismic Design Category:
Ss = 6~ S1 = 19%, Site aoss •o•
Montana State Building Codes
2005 NATIONAL ELECTRIC CODE *
2006 INTERNATIONAL BUILDING CODE *
2006 INTERNATIONAL MECHANICAL CODE *
2003 I.E.C.C.
2003 ICC/ A117.1 HANDICAP GUIDELINES
* = w/State Amends
Seismic Design Category:
5s = 1.25 51 = .60 Site Closs D
Utah State Building Codes
2005 NATIONAL ELECTRIC CODE *
2003 INTERNATIONAL BUILDING CODE *
2003 INTERNATIONAL MECHANICAL CODE *
2003 INTERNATIONAL ENERGY CONS. CODE
2003 INTERNATIONAL HANDICAP CODE
* -w/State Amends
Seismic Design Category:
Ss = 1.25 51 = .60 Site Class D
Wyoming State Building Codes
2005 NATIONAL ELECTRIC CODE
2003 INTERNATIONAL BUILDING CODE
2003 INTERNATIONAL MECHANICAL CODE
1995 MODEL ENERGY CODE
ICC/ A117 .1 HANDICAP GUIDELINES Seismic Design Category:
Ss = 1.25 51 = .60 Site Closs D
Missouri State Building Codes
1999 NATIONAL ELECTRIC CODE
2000 INTERNATIONAL BUILDING CODE
2000 INTERNATIONAL MECHANICAL CODE
2000 I.E.C.C.
ADA HANDICAP GUIDLINES Seismic Design Category:
Ss=3.00 51=1.25 Site Closs D
Kansas State Building Codes
2002 NATIONAL ELECTRIC CODE
2000 INTERNATIONAL BUILDING CODE
2000 INTERNATIONAL MECHANICAL CODE
2003 I.E.C.C.
ADA HANDICAP GUIDELINES Seismic Design Category:
Ss=3.00 51=1.25 Site Closs D
Nebraska State Building Codes
2005 NATIONAL ELECTRIC CODE *
2000 INTERNATIONAL BUILDING CODE
2000 INTERNATIONAL MECHANICAL CODE
2000 I.E.C.C.
ADA HANDICAP GUIDELINES * = w/State Amends
Seismic Design Category:
Ss=3.00 S1=1.25 Site Closs D
1997 INDIANA MECHANICAL CODE
1992 INDIANA ENERGY CODE 11 '-9" x 56'-0" Actual Size
1992 A117.1 HANDICAP GUIDELINES Seismic Design Category:
MANUFACTURER INFORMATION
Manufacturer:
MFG. Plant Address
3rd Party Agency:
Project Name/Model I.D.:
BUILDING INFORMATION
Use Group:
Construction Type:
Square Feet:
Cupic Feet:
Occupant Load:
Stories/Height:
Fire Alarm System:
Fire Suppression System:
DESIGN I OA[)S
Roof Dead Load:
Floor Live Load:
Floor Dead Load:
HE:ADNQ sysTEM
HVAC System Fuel:
Chimney/Venting System:
Bogf Snow Loqd
Ground Snow Load:
Roof Design Load:
Unbalanced Snow Load:
Snow Exposure:
Snow Importance Factor:
Thermal Factor:
Wind lpgd
"8"
C&B Custom Modular
2224 Bloomingdale Drive
Bristol, Indiana 46507
(574) 848-7300
2224 Bloomingdale Drive
Bristol, Indiana 46507
T.R. Arnold & Associates
700E. Beardsley Ave.
Elkhart, Indiana 46517
(574) 264-0745
1260 Office
11'-9" X 56'-0"
WS1260F0-2
"5B"/"V-B"
658
5264
7
1/13'-3" high (Approx.)
N/A
N/A
11 PSF MAX
50 PSF
21 PSF
Electric
Integral to HVAC Unit
75 PSF
60 PSF
n/a PSF
1.00
1.00
1.1 0
Wind Speed: 90 MPH 3sec gusts
Wind Importance Factor: 1.00
Wind Exposure: "c"
Building Category: "2"
Internal Pressure Coefficient: ± 0.55
Components and Cladding Pressure -
33.6 PSF Max Roof Pressure
26.6 PSF Max Wall Pressure
So!amlc lpgd
Seismic Use Group: "1"
Seismic Importance Factor: "1"
Site Class: "D"
Sds: 1.00
Sd1: 0.60
Design Category: "E"
Base Sneer: 4.86 Kips
Basic Seismic Force Resisting System =
Light Frame Wood Wall with Shear Panels:
cs = 0.167
R = 6.0
Analysis Procedure = Equivalent Lateral-force Method
Av < .07
WILLIAMS
SCOTSMAN
Drawing Index
Page Page Description
C1-2 Pro'ect Cover Sheet and S ecifications
A1 Buildin Elevations
A2 Production Floor Plan
E1 Production Electrical Plan
S1 Blockin Points Cross Section
S3-S4 Production Frame and Floor Fremin
ID Revision Date
Drawn: Plot Date:
BB 06 reb 01, 2007
rawlng Num er: DW F'11e Name:
485 WS1260F0-2W.dw
2224 Bloomingdale Drive Approval Numbers:
~ (/] Bristol, Indiana 46507 lmiltl;;.,-------------------------1
s 'fD ()~ PH: (574) 848-7300 Williams Scotsman
r t/ (J7) rx: (574) 848-1950 12 x 60 Office 11 '-9"
0 i7() Sheet Description:
MODULAR, INC. Buildin Cover Sheet
X 56' -0"
Page f:
C1
Building Specifications
FRAME -OUTRIGGER
MAIN I -BEAM:
CROSSMEMBER:
HITCH:
AXLES:
NOTE:
TIRES:
PAINT:
NOTE:
FLOOR -TRANSVERSE
BOTTOM BOARD:
INSULATION:
NOTE:
JOISTS:
RIM JOIST:
NOTE:
NOTE:
DECKING:
COVERING:
EXTERIOR WALLS
STUDS:
BOTTOM PLATE:
TOP PLATE( S):
WALL HEIGHT:
WALL COVERING:
INSULATION:
SHEATHING:
SIDING:
TRIM:
TRIM:
SKIRTING:
INTERIOR WALLS
WALLS:
TOP PLATE( S):
BOTTOM PLATE:
WALLS:
WALL HEIGHT:
WALL COVERING:
CLOSET:
TRIM:
TRIM:
NOTE:
TRIM:
ROOF
RAFTERS:
SUB CEILING PANEL:
CEILING PANEL:
FINISHED HEIGHT:
INSULATION:
SHEATHING:
ROOFING:
ROOF VENT I NG:
ROOF VENT I NG:
NOTE:
GUTTERS:
TIE DOWNS:
EXTERIOR DOORS
A:
INTERIOR DOORS
D:
B:
B/D:
NOTE:
M12X10. 8
ANGLE & ROD AND 13GA FORMED STEEL OUTRIGGER@ 48" O.C.
DETACHABLE W/ 2 5/16" CUP AND JACK
3 W/BRAKES, SPRINGS OVERSLUNG (SINGLE TRIPLE)
82 1/2" SPRING CENTERS
14-PLY
MIN 3 MIL BLACK ASPHALT
SOLID FRONT AND REAR CROSS MEMBER
WOVEN PLASTIC INSULATION SUPPORT
R-19 FACED FIBERGLASS
FACING OF INSULATION TO BE INSTALLED TIGHT TO WARMSIDE OF CAVITY.
2X6 #2 SPF EQUAL OR BETTER @ 16" 0. C. (TRANSVERSE)
2X6 #2 SPF EQUAL OR BETTER
USE DOUBLE RIM JOIST UNDER DOORS
EXTRA CARRIAGE BOLTS PER SHEET S4
1ST LAYER 5/8" T&G PLYWOOD 16" 0. C. MIN. SPAN INDEX
1 /8" VINYL COMPOS IT I ON TILE (CLASS A/1 F. S. )
(COLOR = #51839 FORTRESS WHITE ) W/2-COAT WAX
2X4 STUD GRADE SPF EQUAL OR BETTER @ 16" 0. C.
DOUBLE STUD EACH END OF SIDEWALL
(DO NOT DELETE BELT RAIL)
SINGLE 2X4 #3 SPF EQUAL OR BETTER
DOUBLE 2X4 #3 SPF EQUAL OR BETTER
8' -6"
1/4" WILLIAMS BIRCH PANELING (CLASS C/3 F. S.)
R-13 KRAFT FACED FIBERGLASS BATTS
HOUSEWRAP UNDER SIDING
7/16" SMART PANEL W/GROOVE 8" 0. C.
(COLOR = SILVERPOINT)
1X6 BOTTOM
1X4 CORNERS, TOP AND WINDOWS
(COLOR = BAINBRIDGE GREEN )
N/A
2X4 STUD GRADE SPF EQUAL OR BETTER @ 16" 0. C.
DOUBLE 2X4 #3 SPF EQUAL OR BETTER
SINGLE 2X4 #3 SPF EQUAL OR BETTER
DEMOUNTABLE QUICK SYSTEM WALLS SEE A2 FOR SIZES
SUPPLIED BY WILLIAMS SCOTSMAN AND INSTALLED BY C&B
8' -0" (PLENUM WALL 8' -6")
1/4" BIRCH PANELING (CLASS C/3 F.S.)
1 W/ROD AND SHELF
1" STANDARD WOOD PROFILES THRU-OUT
WOOD GARNISH FOR WINDOWS
NO GROOVE WILLIAMS BIRCH IN DOOR AND WINDOW JAMB
4" VINYL COVE BASE
(COLOR =#76 DEEP BROWN)
MONOTRUSSES@ 16" O.C. W/60# LIVE LOAD
12" HEEL X 15" RIDGE 138" LONG TRUSS#T07010581
1/2" RAW GYPSUM (CLASS A/1 F. S.) (FOAMED IN PLACE)
2X4 ARMSTRONG #769 SUSPENDED CEILING (CLASS A/1 F.S.)
7' -11 1/2" FINISHED CEILING HEIGHT
R-22 INSULATION W/VAPOR BARRIER
15/32" FIRE TREATED PLYWOOD 16/0 SPAN INDEX (FOR CLASS C/3 F.S.)
. 045 BLACK EPDM RUBBER ROOF FULLY ADHERED
1 POWERED SCREENED GABLE VENT TO ACTIVATE @ 60% RELATIVE HUMIDITY
VENTLINE #2246-43 BLACK
2 14" X 4" NON-POWERED SCREENED GABLE VENT (COLONIAL)
ROOF VENTS MAY BE SHIPPED LOOSE DUE TO SHIPPING HEIGHT RESTRICTIONS
K-60 J-RAIL (NO SEAMS ABOVE DOORS AND WINDOWS)
4 OVER THE ROOF HURRICANE STRAPS
2 36X80 STD. ELIXER DOOR W/14X14 SAFETY GLAZED LITE
TELL LEVER W/W. S. LOCK SET, WEATHER STRIPPING, STAY-CHAIN AND H/C THREASHOLD
(COLOR = IVORY )
1 24X80 COL. BIRCH HOLLOW CORE DOOR W/PANEL JAMBS
2 36X80 COL. BIRCH HOLLOW CORE DOOR W/PANEL JAMBS
3 TELL PASSAGE LEVER SET
WITH QUICK PANEL SYSTEM DOORS "D&B" AND HARDWARE
BY WILLIAMS SCOTSMAN AND INSTALLED BY C&B
TO BE SUPPLIED
WINDOWS
1:
ELECTRICAL
SERVICE:
LOAD CENTER:
ENTRANCE:
RACEWAY:
NOTE:
LIGHTS:
EXTERIOR LIGHTS:
NOTE:
RECEPT I CLES:
SWITCHES:
J-BOXES:
HVAC
HEATING:
COOL lNG:
DUCTS:
DUCTS:
DIFFUSERS:
RETURN AIR:
THERMOSTAT:
SPECIALTIES
EXTINGUISHER:
8 46X39 CREATION HORIZONTAL SLIDER W/ALUM. EXTRUDED BRONZE FRAME
SINGLE GLASS, BUG SCREEN AND ALABASTER MINIBLINDS.
120/240V SINGLE PHASE, 3 WIRE, 60HZ W/GROUND
1 12 CIRCUIT CUTTLER HAMMER WITH MAIN 125AMP BREAKER
1 1 /2" EMT CONDUIT STUB THRU FLOOR
MIN. #12 AWG MC CABLE
ANY WIRING IN PLENUMS TO BE PLENUM RATED.
6 4' 3 T8-TUBE FLOURESCENT TROFFER W/DIFFUSER AND ELECTRONIC BALLAST
2 13W COMPACT FLOURESCENT WEATHERPROOF EXTERIOR LIGHTS W/PHOTO CELL
EXTERIOR LTS MAY NEED TO BE SHIPPED LOOSE DUE TO SHIPPING REQUIRMENTS.
11 120V 20A IVORY DUPLEX GROUNDING TYPE
1 120V 20A IVORY DUPLEX GFCI PROTECTED, W/IN-USE COVER.
5 120V IVORY TOGGLE TYPE
3 2X4 W/1/2" CONDUIT STUB THROUGH CEILING FOR PHONE/DATA
(SYSTEMS INSTALLED BY OTHERS AT SITE)
1 15KW 240V ELECTRIC RESISTANT HEAT IN WALL HUNG UNIT
1 3-TON 240V SINGLE PHASE BARD WALL HUNG UNIT W/CONTROL"G" OPTION
FIBERGLASS 16" X 6" IN ROOF FOR S/A
FIBERGLASS 11" X 3" IN ROOF FOR R/A
5 10X10 WHITE W/ADJUSTABLE DAMPER IN CEILING.
5 10X10 WHITE CEILING GRILLES
HONEYWELL PROGRAMABLE
IF REQUIRED BY OTHERS AT SITE
WILLIAMS
ID
Scale: Drawn:
88
Revision
SCOTSMAN Serial Numbers: Drawing Number:
06-13200-219 485
Dote
Plot Date:
06 Jan 24, 2007
DWG File Name:
WS1260F0-2W.dw
C 2224 Bloomingdale Drive Approval Numbers:
u (/} Bristol, Indiana 46507 ITiruiii:le::-,---------------------1
s "0 ()~ PH: (574) 848-7300 Williams Scotsman
~ t;r (j}J FX: (574) 848-1950 1 2 x 60 Office 11 '-9"
u() heel Description:
MODULAR, INC. 8uildin S ecifications
X 56' -0"
Page f:
C2
Exterior Light Williams Sctosman Sticker
D D
Hung Unit
Hitch End Elevation Curb Side Elevation
Skirting By Others at Site
Power Gable Vent
Rear Elevation Road Side Elevation
::::' ..;' -· '' .
-/
ID Revision Date
' WILLIAMS
'
Scale: DI'(Jwn: Plot Date:
Noted 88 06 Jan 24, 2007 SCOTSMAN Serial Numbers: Drawing Number:
06-13200 219 485
DWG Flle Name:
WS1260F0-2W.dw
Approval Numbers:
2224 Bloomingdale Drive b-------------------------1 C (/) Bristol, Indiana 46507 Tille: ~ '(?) ()~ PH: (574) 848-7300 Williams Scotsman
T tr rJZ) rx: (574) 848-1950 12 x 60 Office 11 '-9"
0 i7(} Sheet Description:
MODULAR, tNc. Buildin Elevations
X 56' -0"
Page f:
A1
43'-7 1/4"
11' -9" ~5 1/2"
3 3/4"
40'-7 3/4"
49'-4 3/4"
4"
CD
QP10 1/2 • "<I"
• .........
"<I" r<")
......... "<I" r<")
56'-0"
27'-5 1/2.
15'-9 3/4"
4"
33'-4 3/4" 18'-8 4"
II
~
14'-5 3/4"
2'-8 3/4" a·-e· I
1
Office
1 '-4"
• co
I
r<") ';:, ,.. -----~-----+1·--------~-------------H--1
I IZI [E]I [E]I IZI I
r<") .
r<")
1.-123-;--4',--'-------------....::..&..--------------H-~ 1--~, •
r----------·c·r·.,.--~--------------:;'I'--------------~------_ _ ____ ~ ___________ _ 0
I • II> N a. • .........
Office Office
0 Ol ..--CD (/') I . ..--
4-..--I 0 ..--. 0 ..--
0:: ..--
I • v
.........
r<")
r<")
DRAWING LEGEND
SYMBOL QlY, DESCRIPTION
.. 4 Over the roof hurricane straps/Tie down locations
1 120/240 electric panel
® 1 Low voltage programmable thermostat ( +48" A.F.F.)
E!iiii1 1 Power gable vent
I:8J 5 1 Ox1 0 white SA diffuser with adjustable damper.
lSI 5 1 Ox1 0 white R/ A Ceiling Grille
I I 2 Goble vent
Duct Legend
ID Descri tion
D 16w X 6h X 120L
E 11w X 3h X 120L
All duct dimensions are INSIDE dims.
I ~ [D]II ~ [D] I ~ [D] I ~ [D] I ~ I
L..------------~---------------.L---------------~--------t+-----~--------------...,j....--'LI I 48'-8" I 35'-4" I 27'-4" I 19'-4" I 7'-4"
,.------~------------~--------------~--------------~------------~-------------1 lSJ [E]I [E)IlSJ lSJ[E]I [E]I [E]I
~-----~------------~---T----------~--------------~------------~-------------~~ I 47'-4" i ® 39'-4 I 31'-4" i ®
CD
49'-4 3/4
Williams Scotsman Notes
43'-7 1/4"
44'-4 3/4"
I 38' -8"
Install HVAC stickers above thermostat.
CD 1 25·-4·
28'-0 3/4"
Install Service Guide sheet by light switch at door closest to hitch.
Stencil size of unit on right side of frame at hitch end.
Stencil W/S and serial # on left side of frame at hitch end.
Attach W/S ID tag to inside of panel box cover
Install state seals and data plates between (2) clear plexiglass sheets directly
above the breaker panel.
Quick Panel Parts
60' TRAILER W/ CLOSET
QTY ITEM STYLE
4 WALL CHANNEL BROWN
6 H-CHANNEL BROWN
3 CEILING TRACK BROWN
3 FLOOR TRACK BROWN
2 48" DOOR UNIT EAST COAST
1 36" CLOSET UNIT EAST COAST
2 48" EAST COAST
0 48" W/ WOOD EAST COAST
17'-4 3/4"
2·-~·· 1. . I
• co
I
r<")
Detachable
0 38-1/2" EAST COAST
2 34-1/2" EAST COAST DOOR & WINDOW SCHEDULE
SYMBOL
0
®
®
CD
QlY.
2
2
1
8
DESCRIPTION
36x80 standard Elixer door w/ 14x14 safety glazed lite
sto chain, lever lock set, weatherstri in and H C threashold
36x80 colonial birch hollow core door w/panel jambs
and tell ossa e lever handles
24x80 colonial birch hollow core door w/panel jambs
and tell ossa e lever handles
46x39 Creation horizontal slider w/aluminum bronze frame
sin le lass, alabaster blinds and bu screen
Notes:
u
ROUGH OPENING Header 0
36 X 80 (2) 2x4 #2 spf on edge 0
36 3/4" X 81 3/4" Non-structural
2
24 3/4" X 81 3/4" Non-structural 1
1
46 1/4" X 39 1/4"
41 1 4" A.F.F.
(2) 2x6 #2 spf on edge
34-1/2" W/ EAST COAST
WOOD
30" EAST COAST
ID Revision Date
10-1/2" EAST COAST
WILLIAMS CORNER COND. BROWN
FINISHED END BROWN
CAP Scale: Drawn: Plot Date:
3 16" -1'-0" 88 06 Jan 24, 2007
DWG Flle Name: SCOTSMAN Serial Numbers: Drawing Numben
06-13200-219 485 WS1260F0-2W.dw
2224 81 d I D 1 Approval Numbers: 1. All structural headers shall be glued, fastened and bear on ( 1) 2x4 jock
stud #2 spf each side of opening.
2. Doors, windows and openings on end walls do not require structural
header because roof trusses carry the load.
c f{i oomlng a e r ve
U Bristol, Indiana 46507 r.....ltle:-:":------------------------1
s ()~ PH: (574) 848-7300 Williams Scotsman
X 56' -0"
Page f:
A2
; lf (J7J rx: (574) 848-1950 12 x 60 Office 11 '-9"
U(} Sheet Description:
MODULAR. INC. Production Floor Plan
PNL
A
A 12Q/2.40y 1PH 6QHZ PANEL
15QA 2-MII bDUllstr
2" EMT conduit
(3) # 1 /0 THW feeders
#6 GRND
Electrical Riser
Diagram
NTS
DRAWING LEGEND
6
SYMBOL QlY. DESCRIPTION
.,. 4 Over the roof hurricane straps/Tie down locations
1 120/240 electric panel
ISl
G):
GFl, WP
1 Low voltage programmable thermostat ( +48" A.F.F.)
1 Power gable vent
5 1 Ox1 0 white SA di ffuser with adjustable damper.
5 10x10 white R/A Ceiling Grille
11 120V ivory duplex grounding type
( + 18" AFF unless noted)
1 1 20V ivory duplex GFCI protected exterior weatherproof
recept ( + 18" AFF unless noted)
5 120V ivory toggle type ( +44" AFF unless noted)
6 120v 4' (3) tube troffer light w/diffuser.
2 120v 13W exterior weatherproof Compact Flourecent light
w/photocell ( + 76" A.F.F.)
3 2x4-jbox w/conduit thru Ceiling for phone/data
( + 18" AFF unless noted)
Wire Size Chart
Breaker Size Wire Size Breaker Size Wire Size
15A 14 BOA 4
20A 12 90A 3
30A i10 100A 3
40A iB 115A 2
50A 8 130A ~1
60A 6 150A 1/0
1'-2 1/4"
4
. .
. . . .
• • • • 0 ••• 0 •••••••••••••••••••••••• . . . . . . . . . . 4 . . . . . .
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........ : ...... 125A ....... : ............... ·~>.U'-
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........................................................ 0 ••••••••••• ································~································································································· .. ·· •••••••• 0 •••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••• -:· ••••••• 0 •••
Project Name:
Project SN:
Module: A
CKT# Breaker
SIZe
1 90 /2
2 20 /1
4 20 /1
5 20 /1
6 20 /1
5 • 5 5 :
•• ·:·.' ••••• 0 ••••••••• -:· ••••••••••••• 0 ••• -:· • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -:· ••••••••••••••••• ·> ... ' ....... ' ..... ;:;~-. . ·~~·~~a-~~~~·~~·=
. . .
• • • • .. • • ' ••••••••••••••••••• ' ' • • • • •• ' • 0 ••• : •• ' ••••••••• . .
W/S 1260 Office Building width:
Building length:
Area seMd 658ft
Main Breaker 125A
Description QTY Voltage Wattage
per item
3-ton, 15kw HVAC 1 240 15564
Lights 6 120 99
Exterior Lights 2 120 13
Recepts 6 120 180
Recepts 6 120 180
Gable Vent 1 120 130
11.75 ft Unit Perimeter:
56ft Unit Area:
Panel Voltage 240
Panel Phase 1
Connected Load Factor Calculated
Load load
15564 1.00 15564
594 1.25 742.5
26 1.25 32.5
1080 1.00 1080
1080 1.00 1080
130 1.00 130
Total connected load
Actual light load
TCL -ACL
NEC LT load factor I 3.5
Total Load
Panel load amps
'U 2
(')
135.5 ft
658ft
Total
15564
775
1080
1080
130
18629.00
775.00
17854.00
2878.75
20732.75
86.39
.§er.MN.t/ ./);t;-~1 ~p-v..r/ ,L~u/;-.e/
~ Co?i/1.,.; /4~.
SCO T SMAN
_j
c: 1 .s
5
GFI, WP
0
Detachable
2007
485 WS1260F'0-2W.dw
c re 2224 Bloomingdale Drive u Bristol, Indiana 46507 1==----------------------1
s or PH: (574) 848-73oo
0
tr :!Jj F'X: (574) 848-1950
Williams Scotsman
12 x 60 Office 11 '-9" x 56' -0"
MODULAR , INC . Production Electrical Plan E1
• Ol
I . .... ....
• N
......... ....
0 ....
r.o
Ol
N
7'-0"
_._ _______ _
-.,
/
-.,
/
/'-_.>I
3.0K
3.0K
5.6K I''-71
5.6K r:--.,
/ 1<._.>1
7'-0"
7,6K
55'-o"
36' -0" Center of triple axle assembly
12' -0" 1 o· -o"
----~------------_ ______ ._ ______ _
8.0K -------------------
' N
.........
~
N
OJ
r:--
'\./
r:--.,
'\./ 8.8K 8.0K r:--.,
/'-/'-/'-I<._.>J -------------1<._.>1 1<._.>1 ------======== ------------- ------
1 o· -o" 1 o· -o"
--G-----------~-~
8.0K r:-/'~ 4.2K
8.0K I'-., 4.2K
/'-1<._.>1
r:--
/
r:--
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I
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Ol
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L-~------------------------;r--------------------~-------------------------------------~-~
DRAWING LEGEND
SYMBOL QTY. DESCRIPTION
tl 4 Over the roof hurricane straps/Tie down locations
[xJ 12 Blocking up to main 1-beam
SITE WORK
FOUNDATION NOTES
This is a suggested plan only. Foundation to be designed by a
professional engineer or registered architech per local soil and
climate conditions in accordance with all applicable local end
state codes.
Crawl space to be ventilated at 1 sqft. per 150 sqft.
Provide positive underdraincge: Minimum 4" peagravel and 6mil
polyethlene vapor barrier.
Provide minimum crawl space access of 22" x 24"
Minimum footing depth of 3' -6" or per loa I conditions.
C&B Custom Modular Inc. assumes no responsibility for actual
foundation design and/ or construction.
Assumed soil bearing 2,500 PSF or per local conditions.
Numbers adjacent to piers are vertical loads in KIPS.
Piers in Maryland not to be drystacked
------7,...__....,---------r'--~'<:1
FROST LINEJ
GRADE
OUTRIGGER FRAME
APPROVED
EARTH ANCHOR
NOTE: THE BOTIOM OF THE PIERS/FOOTINGS SHALL
BE BELOW THE LOCAL FROST LINE
.... ..c.
01 ·-,.....
Ill "' :::c Q)
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S "R f " . ee oo s m
specifications S/A Duct Insulation
Suspended ceiling
plates
Fire stop for
suspended ceiling
Wall Covering
See "Exterior Walls"
in specifications
Insulation
Bottom plate
\Ught
See "HVAC" in
specifications
See "Floors" in
specifications
Floor covering
and decking Floor joists
6 -10 1
See "Frame" in
specifications
Duct
Truss
Ceiling material
.... ....
I
• N-o ,_
.... 0 :::c
.........
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N
I
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Sh thing
en siding
• 0
I .
00
ID Revision Date
WILLIAMS
Scale: Drawn: Plot Date:
DWG nle Name:
WS1260to-2W.dw
3 16" = 1'-0 BB Jan 24, 2007 SCOTSMAN 06
Serial Numbers:
06-13200-219
Drawing Number:
485
Approval Numbers:
c ce 2224 Bloomingdale Drive
U Bristol, Indiana 46507 ~'~'nmtle~,-------------------------1
s ()~ PH: (574) B48-73oo Williams Scotsman
~ tr (jj) rx: (57 4 ) 848-1950 12 x 60 Office 11 '-9" x 56'-o"
U() Sheet Description:
MODULAR. INC. Blockin Points and Cross Section
Page f:
S1
• • N N
.......... .......... ...-...-
00 0
I ~ .
~ . ...-co
• U')
I
'
51'-11 1/4" 47'-11 1/4" 43'-11 1/4"
/Solid Rear Crossmember
' N
'" ~
N
ID
.------------------------U"l~----~ I DRAWING LEGEND N
SYMBOL QlY • DESCRIPTION
.,. 4 Over the roof hurricane straps/Tie down locations
55'-11 1/2"
36'-o" Center of triple axle assembly
27'-11 1/4" 23'-11 1/4" 19'-11 1/4" 15'-11 1/4" 11'-11 1/4" 7'-11 1/4" 3'-11 1/4"
36" 36" 31'-5 1/4"
Solid Front Crossmember ~
0
Detachable
====== ------------
.,
37'-5 1 4" 31'-11 1/4"
39'-11 1/4" 34'-5 1/4"
ID Revision Dale
WILLIAMS
Seale: Drawn: Plot Dale:
DWG File Name:
WS1260F'0-2W.dw
3 16" -1' -0" BB 06 Jan 24, 2007 SCOTSMAN Serial Numbers: Drawing Number:
06-13200-219 485
c C{i 2224 Bloomingdale Drive
u Bristol, Indiana 46507 t.mtle:-:,------------------------1
s or PH: (574) 848-7300 Williams Scotsman
~ tr rJZJ F'X: (5 7 4) 848 -1950 12 x 60 Office 11 '-9" x 56' -0"
U() Sheet Description:
MODULAR. INC. Production Steel Frame Plan
Approval Numbers:
Page f:
S3
""" '"' .........
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(j)
56' -0" Joists at 16" O.C. unless noted. -~~~~--~--'--'------------------------------------1 36' -0" Center of triple axle assembly
3/8" x 7" carriage bol from top
of floor joist through top flange
of outrigger int rim joist
at front and re r of oxels
typ each side
' N
.........
N
CX)
3/8" x 3" lag bolt through
end of outrigger into
rim joist @ 48" O.C. \
(Typical, road and curb side) __ i_
Double rail at exterior
door locations
3/8" x 7" carriage bolt from top
of floor joist through top flange
of main beam into rim joist
at ( 4) corners of unit
@
Detachable
DRAWING LEGEND
SYMBOL QTY. DESCRIPTlON
Fastening Schedule for
SECTION LOCATION
up to 90 MPH 3-sec Gusts
COif£CTJON
~ 4 Over the roof hurricane straps/Tie down locations
Fastening Schedule for
SECTION LOCAtiON
up to 90 MPH 3-sec Gusts
CONNECTION
FLOOR:
FLOOR JOIST TO RIM JOIST:
EDGE RAIL SPLICE BLOCKS:
BOTTOM BOARD:
FLOOR JOISTS TO FRAME:
(3) 12d NAILS OR (3) Q-25 STAPLES (2X4 FLOOR JOIST)
(5) 12d NAILS OR (5) Q-25 STAPLES (2X6 FLOOR JOIST)
(7) 12d NAILS OR (7) Q-25 STAPLES (2Xa FLOOR JOIST)
BOEN GP-17 WHITE GLUE ( APPX. aos COVERAGE) AND ( 5) 10d NAILS
EACH SIDE OF SPLICE.
P-15 STAPLES AT a• 0. C. AROUND PERIMETER (. 040" WOVEN VINYL)
#12X1" HEX HEAD SELF TAPPING SCREWS 10" 0. C. IN PAN FLUTES
PAN TO NEST AT LEAST ONE FLUTE PARALLEL TO FLUTES, 3"
MINIMUM ON END LAPS OVER CROSSMEMBERS. (GALVANIZED UNDERBELLY)
3/a" X 3" LAG BOLTS 4a" O.C. DOWN BOTH SIDES OF UNIT AND
3/8" X 7" CARRIAGE BOLTS AT THE CORNERS OF FLOOR FRAME.
FLOOR DECKING TO JOIST\RAILS:
GLUE DECKING TO ALL FRAMING MEMBERS WITH 3/16" BEAD
CONTINUOUS & STAPLE WITH 0-19 STAPLE (15GA.) OR Bd NAILS
AT 6" 0. C. AT PERIMETER EACH SHEET AND 10" 0. C. AT
INTERMEDIATE JOIST.
ROOF
WALL SYSTEM:
2x TOP AND BOTTOM PLATE SPLICES:
CONTINUOUS BLOCK LOCATED BETWEEN (2) STUDS w/ ELIXER W-40 WHITE
GLUE (100~ COVERAGE) AND (5) Q-25 15 GA. STAPLES EACH SIDE OF JOINT.
WALL STUDS TO TOP AND BOTTOM PLATES:
(3) Q-25 15 GA. STAPLES AT EACH LOCATION THROUGH TOP AND BOTTOM PLATES.
1x3 BELT RAILS TO WALL STUDS:
Q-19 15 GA. STAPLES-(2) AT EACH DADO IN STUDS.
MULTIPLE STUDS AND TOP PLATES:
Q-25 STAPLES 15 GA. SPACED AT 12" O.C.
MULTIPLE MEMBER HEADER FABRICATION:
HEADERS TO STUDS:
EXTERIOR WALLS TO FLOOR:
END WALL TO SIDE WALL:
PARTITIONS TO SIDE WALLS:
Q-25 STAPLES 15 GA. SPACED AT 12" O.C.
ALL HEADERS REST ON JACK STUDS AND ARE FASTENED THROUGH SIDE STUDS WITH (2) Q-25
STAPLES 15 GA. EACH END OF HEADER
16d NAILS AT 16" 0. C. (OR 1 IN EACH STUD BAY) THROUGH BOTTOM PLATE INTO FLOOR
EDGE RAIL, AND (1) 1-1/2" x 10" 30 GA. METAL STRAP AT 32" 0. C. FASTENED w/
(9) N-11 STAPLES INTO STUDS AND (9) N-11 STAPLESINTO FLOOR EDGE RAIL.
16d NAILS THROUGH SIDE WALL END STUDS INTO END WALL STUDS AT 12" 0. C. OR
#a X 3" WOOD SCREWS
1a x 3" WOOD SCREWS AT 16" O.C. THROUGH PARTITION END STUD INTO SIDE WALL BACKER
1/4" PANELING TO WALL FRAMING:
ELIXER W-40 WHITE GLUE (3/16" CONTINUOUS BEAD) TO FRAMING MEMBERS AND 0-10
STAPLES SPACED a• 0. C. FOR INTERMEDIATES STUD TOP AND BOTTOM PLATES AND
4" O.C. FOR VERTICAL PANEL SEAMS.
GYPSUM WALL BOARD: Williams Scotsman Notes 1/4" CONTINUOUS BEADS OF "OSA20" DRYWALL ADHESIVE OVER ALL FRAMING MEMBERS
( ICBO RES. REP #2231) AND PIS STAPLES AROUND THE PERIMETER OF THE DRYWALL
AT 16 D. C. AND a· INTERMEDIATES OPTION GYPSUM WALL BOARD : 1/4" CONTINUOUS
BEADS OF "DSA20" DRYWALL ADHESIVE OVER ALL FRAMING MEMBERS (ICBO RES. REP #2231)
AND PIS STAPLES AROUND THE PERIMETER OF THE DRYWALL AT 16 0. C. AND CROSS
STITCH THE INTERMEDIATES (SEAMS) W/: P15 STAPLES 0 a• O.C.
Stencil size of unit on right side of frame at hitch end.
-Stencil W/S and serial # on left side of frame at hitch end.
EXTERIOR WALL SHEATHING (up to 1/2") PLYWOOD/OSB:
16/0 SPAN INDEX FASTENED WITH 4d NAILS AT 8" O.C. AND 12" INTERMEDIATES.
THERMOPLY (OR EQUAL) WALL BRACE:
P-15 16 G. A. STAPLES AT 3" 0. C. EDGES AND 6" 0. C. INTERMEDIATES
. 019 ALUMINUM SIDING TO WALL FRAMING:
#a x 3/4" HEX HEAD METAL SCREWS 8" 0. C. AT BELT-RAILS, AND
8" O.C. AT TOP AND BOTTOM OF SHEETS.
T1-11 WOOD SIDING TO STUDS: EC-24 BD GALV. NAIL SPACED 6" 0. C. ON EDGES AND 12" 0. C. FOR INTERMEDIATES.
STANDARD EDGE RAIL TO ROOF TRUSS:
Q-25 15GA. STAPLES-(2) PER TRUSS ON 1X3' S (3) ON 2X3' S (4) ON 2X4 AND 2X6' S
EDGE RAIL SPLICE: BOEN GP-17 WHITE GLUE (APPROX. aO% COVERAGE) AND (5) Q-25 (15GA.)
STAPLES AT EACH SIDE OF JOINT. (CONTINUOUS BLOCK LOCATED BETWEEN 2 JOISTS)
RIDGE BEAM TO TRUSS CONNECTION:
FIRST LAYER OF RIDGE BEAM TO BE FASTENED w/ Q-25 STAPLES INTO EACH TRUSS
(MIN. OF 8). EA ADDITIONAL LAYER OF PLYWOOD TO HAVE 100% GLUE COVERAGE
BETWEEN LAYERS AND FASTENED w/ N-14 STAPLES APPROX 3" APART FULL LENGTH
OF BEAM. AFTER BEAM IS ASSEMBLED RUN #8 SCREWS THRU BEAM INTO TRUSSES
(SEE PG "R5" FOR PROPER LENGTHS)
ROOF DECKING TRUSSES: N-16 STAPLES 15GA. OR 4d NAILS SPACED AT 3 1/2" 0. C. EDGES AND 7" O.C.
INTERMEDIATES
ROOF SYSTEM TO SIDE WALLS: 16d NAILS AT 12" 0. C. (DR ONE PER TRUSS BAY) THRU ROOF EDGE RAIL
INTO WALL TOP PLATE. ALSO 1-1/2" x 10" METAL STRAPPING AT 32" 0. C.
FASTENED WITH (9) N-11 STAPLES INTO WALL STUDS AND (9) N-11
STAPLES INTO ROOF EDGE RAIL. (NOTE: TOE NAIL W/ 30d NAILS FOR 2X4 ROOF RAILS)
METAL ROOF: #8 x 3/4" WOOD SCREWS THROUGH DRIP RAIL AT 4" 0. C. AROUND PERIMETER.
PREFINISHED GYPSUM CEILING BOARD:
P-15 15GA. STAPLES AT 6" 0. C. AROUND PERIMETER AND #8 x1-1/4" WOOD
SCREWS w/ ROSETTES AT 24" 0. C. FOR INTERMEDIATES (SEAMS).
PREFINISHED GYPSUM CEILING BOARD:
P-15 15GA. STAPLES AT 6" 0. C. AROUND PERIMETER AND CROSS STITCH
INTERMEDIATES (SEAMS) W/ : P15 15GA. STAPLES AT 6" 0. C.
PREFINISHED GYPSUM CEILING BOARD:
P-15 15GA. STAPLES AT 6" 0. C. AROUND PERIMETER AND ALPHA SEAL FOAM
AT INTERMEDIATES (SEAMS).
WILLIAMS
SCOTSMAN
ID Revision Date
Scale: Drawn: Plot Date:
3 16" -1'-0" 88 06 Jan 24, 2007
Drawing Number:
485
Serial Numbers:
06-13200-219
DWG Flle Name:
WS1260F0-2W.dw
Approval Numbers:
C ri 2224 Bloomingdale Drive
u Bristol, Indiana 46507 kr"'ltr::le:-: --------------------------1
s or PH: (574) 848-7300 Williams Scotsman
To IT rJZ) rx: (574) 848-1950 12 x 60 Office 11 '-9"
Uc) Sheet Description:
MODULAR, INC. Production Floor Fremin
X 56' -0"
Plan
Page f:
S4
r-s· ~
(TYP.) en
I
LENGlH OF UNIT • .....
D88 . if1Ei11 nnrt+ -88IJ _II lOll. I IIIII
uuu WJ UL.IU LUJ
•
1 :, ~b ,.... ....
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-,fEB [Bj rm 1IBIJ f151] 11011
tUUU lJQ1J f I LJI
PADS & PlERS, NO. REQUIRED PER TABlE A
-SEE DETAIL A1 & A2/01 SPACED EQUALLY
ANCHOR HOLD-DOWNS, SEE DETAIL 81 & 92/01,
SPACED EQUALLY BETWEEN CORNERS
12' WIDE MODULAR FOUNDATION PLAN
SCALE: 1 /8" = 1'-0"
TABLE A
MODULE RAIL PIER/PAD SPACING
INSTALL PIER/PADS UNDER CHASSIS, SPACED EQUALLY BETWEEN CORNER PIERS
INSTALL HOLD-DOWNS, SPACED EQUALLY BETWEEN CORNER HOLD-DOWNS
LENGTH OF UNIT
32'-0"
40'-0"
42'-0"
44•-o"
48'-0"
I
# PADS & PIERS
EACH SUPPORT RAIL
9
1 1
1 1
12
13
# HOLD-DOWN ANCHORS
EA.SIDE EA.END
3 1
3 1
3 1
.3 1
4 1
'"'-. .,., -. ~ r •-,
STRUCTURAL NOTES:
I .
2.
3.
4.
5.
b.
7.
DESIGN INFORMATION If: LOADING:
A. BUILDING CODE IBC, 2008 EDITION
B. ROOF LIVE LOAD 30 PSF (SNOW}, Is= I .0, Cf= I . I 5
C. FLOOR LIVE LOAD 50 PSf OR 2,000# CONC. (OFFICE)
D. WIND CRITERION 90 MFH, EXF B, lw= I .0, Kzt= I .0
E. SEISMIC CRITERION SD5=0.4G, le= I .0, CATEGORY D
F. ASSUMED SOIL BEARING I ,500 F5F (VERIFY W/LOCAL BUILDING OFFICIAL)
G. WALL PlATE HEIGHT 8'-0"
H. ROOF SLOPE 3:12 OR FLATIER
CONCRETE:
A. DESIGN COMP.STRENGTH 2,500 PSI
B. RE!Nf. YIELD GO KSI
MASONRY:
A. 8x I Gx8 UNITS ASTM C-90, GRADEN
B. SET UNITS W/CORES VERTICAL If: NO MORE THAN 3 HIGH, FER PLAN, WITHOUT
SOLID GROUTING CORES. SOLID GROUTED CORES OVER OVER 5 HIGH
REQUIRES SPECIFIC ENGINEERING.
SPECIALTY ITEMS: ("MINUTE MAN PRODUCTS, Inc." (800) 438-7277
www.mmutemanproducts.com, OR EQUIVALENT.)
A. METAL PIERS TO BE CAPABLE OF SUPPORTING 4,200#
B. HOLD-DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE SOIL ANCHOR
AUGAR-TYPE SET VERTICAL W/5TABIUZER PLATE OR HEAD; OR DRIVEN ANCHOR
WI STABILIZER PLATE OR HEAD, WI A MIN. DESIGN WORKING LOAD OF 3, 150#
AND AN ULTIMATE LOAD Of 4,725#. NUMBER OF ANCHORS AS INDICATED ON
TABLE A. CORNER TIE-DOWNS TO BE WITHIN 3'-0" OF THE BUILDING CORNER.
TIE-DOWNS OTHER THAN AT THE CORNERS SHALL BE SPACED EQUALLY. EACH
INDIVIDUAL EQUALLY SPACED TIE-DOWN SHALL BE WITHIN 4'-011 OF THE EQUAL
SPACING.
C. TIE-DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA-1 8-THDLS FOR
PRE-POURED CONCRETE OR A MMA-42-2 I 0-PDH POUR INTO THE CONCRETE.
NUMBER Of ANCHORS PER.
D. TIE-DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE
'ROCI::.-TYPE" ANCHORS
E. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING.
CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED
AND LEVELED .
F. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS.
SEE INSTALLATION INSTRUCTION MANUAL.
VENTING:
A. PROVIDE UNDER FLOOR VENTilATION PER IBC CODE AND LOCAL REQUIREMENTS
AT I NET SF Of VENTILATION PER I 50 Sf Of FLOOR AREA.
B. IF A SUITABLE VAPOR RETARDER 15 INSTALLED THE RATIO MAY BE INCREASED
TOJi' sao, IF ACCEPTABLE TO THE LOCAL BUILDING OFFICIAL.
ACCESS:
A. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE.
B. PROVIDE I 8" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED
WOOD MEMBER.
C. PROVIDE 12" MIN. CLEARANCE FROM SOIL TO UNDERSIDE Of ALL BUILDING
MEMBERS.
SITE CONDITIONS:
A. FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL
FILL, COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM
D-G98.
B. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN.
GRADE OF 5% FOR THE FIRST I 0-FEET AND 2% THEREAFTER TO A SUITABLE
DISCHARGE.
•
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REVISION D~: I 01 29 2011
F12
SHEET: 1 OF 2
A1
A2
METAL SlRAP OR
CABLE WllH TURN-BUCKLE
TO APPROVED ANCHOR
MODULE SUPPORT BEAM
2"x4"x6" PT SHIMS
CAP WITH NO MORE THAN
(2) 2"XB"X16" PT PLATES
OR (1)-4"X8"X16" CMU
8"x8"x16" CMU
(1)-4"X16"X16'' CONC. OR
i6"x16" ABS OR
2x12 -24" LONG PT. WOOD
CMU PIER
N.T.S.
~~----METAL SiRAP PER SOIL
PAD & PIER
N.T.S.
ANCHOR MANUFACTURER
YI1TH TURN BUCKLE TO
APPROVED ANCHOR
PREFABRICATED
METAL PIER
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