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BUILDING A
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METAL FRAMED
UN/ TS
c[; F—STORAGE
169.3'
557343
242.62'
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APPROVED
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
BUILD)N9 DEPAr TMViENT
DATEf2 I? BY o
■ lELD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
Page Of
44%%%%%%
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U/LD/N0 �
290.0'
MULTI—LEVEL METAL
SELF—STORAGE UNITS
290.0'
80. M011.11ff MEW
MO MI AIN
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DATE. -
02/21/17
SCALE;
1"20'
SHEET:
AlO
Existing
Conditions
BLC0-02-17-4588
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GENERAL
7. Dala plate and modular label are affixed l0 the inside of the electrical panel box cover unless
noted otherwise on the door plan.
2 Minimum fire separation distance from exterior walls or projections shall not be less than 5'
from known or assumed property line.
3 Sprinkler system on site by others.
ATTENTION LOCAL BUILDING OFFICIAL
Third party approval applies only to the factory Culp portion of did h 110.09 and additional work is
required on-site. All work to be completed on-site is to be in compliance with all state and Iocaf
codes and is sub)ecl to review. approval. and inspection by the Local authority having jurisdiction.
This building is designed for installation on a permanent foundation and is not ;mended to be moved
once installed. All on-site work shall be performed by a licensed contractor with experience in the
setup of modular buildings. The following list is not all inclusive, nor does it limit the items of work or
materials that may be required for complele installation.
1. Complete foundation support and anchorage system_
2. Ramps. stairs and general access lo building.
3. Portable fire extinguisher(s). if required.
4. Building drains. dean outs. and connection to plumbing Wier& Cerripleted and tested on-site.
5. Extension of vents and/or chimneys through the roof la the outride.
6- Electrical service connection (including feeders) to the building.
7. Main electrical panel and sub -feeders,
B. Connection of electrical circuits crossing over module maling line(s) (multi -units only).
9, Electrical fixtures not installed in the plant.
10. When exterior receplades are provided and are not accessible from grade due to side
conditions. additional recepls shall be installed.
11. Gable endwall framing (if hinged roof)
12. Structural and aesthetic interconnection between modules (multi -wide units only).
13. Exterior shingles, siding, wall finish and soffit material. not installed in the factory
14 Unfinished attic spaces (if They are to be finished)
15. Storm shutters, if applicable.
16. All HVAC components designed and installed on-site by others
NOTICE
Thebe drawings are applkablo only to the elements and leading °aerie Specifically provider; herein.
These drawings shall not be construed in any way to SOW*, Certify dr design any aspecls tN the
budding net contained herein, Elements net can tainted herein are Id be constructed lit accordance
with the prescriptive requlremenls of the adapted bolding rade or designed by caner regmIored
design professionals, as applicable. Specified design criteria are based solely on infennatian
provided by the diem and must be verified and approved by the local authority hevbog jurisdrpion.
NTA, Ino i5 nal responsible for febricalibn or erection. if it 0 suspected that these drawings hive
been modified, substituted Cr altered in any way. contact NTA, Inc. directly to obtain a file copy.
x 46'-0" LIVING QUARTERS 14x46 MNH1 B
STALLION OILFIELD SERVICES
Rifle, Colorado 81650
DESIGN BASIS
State/Jurisdiction Colorado
Budding Code 2003 International Rasdenlial Code with Amendments
Electrical Code 2002 National Electrical Code with Amendments
STRUCTURAL DESIGN CRITERIA
GRAVITY LOADS
Floor Live (General) 40 psf
Floor Dead 10 psf
Roof Live 90 psf
Roof Dead 10 psf
Exterior Wad Dead 5 psf
SNOW
WIND
Ground Snow, P, 56 psf Y
Flat -Roof Snow. P, 70 psf
Importance Factor- 1, 1 0
Exposure Factor, C, 1.0
Thermal Factor C, 1,1
Wind Speed 90 mph
Exposure Category C
Importance Factor. I. 1.0
Infernal Pressure. GC. N-0 la
Mean Roof Height 25 h
Building shall not be placed on the upper
half of a hill or escarpment exceeding 15
feel in height
SEISMIC
Seismic Design Category C
Site Class D
Importance Category 1.0
Occupancy Category 11
Mapped Accelerations
S, 0 55
5, 0-13
Spectral Response
sos 0.49
So, 0.19
Seismic Farce Resisting Syslem A13
Design Base Shear 0 09W
Response Modification Factor 6 5
Analysis Procedure ASCE 7
Sec. 1617.5
FL000
Building shall not be located. in whole or in pan,
in a good hazard area as established by the
authority having jurisdiction unless set an a
foundation designed in accordance with
ASCE/SEI 24. The good resistant foundation
shall be designed by a registered design
professional and constructed to resist all flood
loads without Iransfening loads to the modular
structure. -
COMPONENTS AND CLADDING WIND LOADS
End Zone
Inferior Zone
Component
(Psf)
(psf)
Windows S Siding
.17.7/-23.7
+17.7/-192
Doors
.16.91-22.1
1-16.9/-16 4
Roof Cladding
.102/-342
.102/-16.2
Root Overhangs
-58
-36
APPROVED BY
MINC,
APR
12 2009
MARK LINDSAY
b ELkFPe hit Lon NOT To C vc,c cr S 4usoaS
Unit can not be placed in areas that exceed the noted
design criteria.
As Built
DRAWING INDEX
1 Cover Sheet
2. Elevations
3 Floor Plan
4. Electrical Ran
5. Plumbing Schematics
6. Mechanical Layout
7. Crass section
Foundation Halddown
a
0204.1 2008-10-21
REVISIONS:
SCALE:
NTS
APPROVED 8Y:
DATE:
01/13/09
DRAWN BY:
CMC
STALLION OILFIELD SERVICES
Riverton, Wyoming 82501
TITLE.
COVER SHEET
J08 NO:
SOS 122908-8
MODEL:
14x46 MNH18
DRAWING N0:
1 of8
A u.GSSIbJz tvinfreAl4Ge.
PAK S.cc.1 105
GENERAL
1- All glazing within 24" arc of doors, whose bottom edge is less than 60" above the
floor. and all glazing in door shall be safely glazed. tempered or acrylic plastic sheet.
2. Minimum corridor width shall not be less Than 35.
3 Exterior windows and sliding doors shall be labeled as conforming lo
AAMA/WD M A/CSA 1018,5, 2/A44 D
4 Windows in bindings located in windborne debris regions shall be protected in
amen -dance with Section 301.2.12 of the residential code
St�ai r9 wit1
•R Ic t,3 — 74vn44.
o TP'4/SG(S = 11'7 vvi,n.
9".6 1r4'
1r-8 sir
41%7' 32-6-
4
6
. DOOR SCHEDULE
Mark
Description
Header
Jack Studs
Jamb Studs
35
36 x 80" Hollow Core
3680
36" x 80- Insulated Steel
(2) 2x4 82 SPF
(xi 5�
F1sif
Offl x 36Greal Room
8'-10" x 1Z-9" 18--0' x 12--9'
Area: 112.6 hr Area: 233 8 112
Min, Light: 9,0 hz Min Light: 18,8 fr'
Min. Vent: 4.5 hz Min. Vent: 9 4 6z
I
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WINDOW SCHEDULE
Mark
4836
0eserlp0on
48- x 36" Horizonlal Slider
Glazed Area
12 1(2
Vent Area
6 fr2
Header
(1TLi6 N2 yYh
On Edae
Jack Studs
Jamb Studs
5048
60" x 48' Horizontal Slider
20 frz
0h
(2)15bKL.5,9"
On Edoe
ft-
-_
1
4
6
33.-r
V
2225
0
Lwith
Gi��rv� x+. Povr
8'-3'
9.-6 1/4-
Bedroom
8'-10" x 1Z -9 -
Area: 112.5 hr
Min. Light: 9.0 (1'
Min Venl: 4.5 hr
Raised Floor
0( 5u, otit clizt,- Or pet -609)
d ze 4- Mi4lp otdyt ezvi-fr fa
63zt v 1' 0 v d oo v -
REVISIONS:
SCALE
DATE:
118-.1%0"
01/13/09
[APPROVED BY:
DRAWN BY:
fl CMC
4 -9310'
STALLION OILFIELD SERVICES
Riverton, Wyoming 82501
Llttrl9P Viok-c d Av vvi
adj -c i+ tv L2'-9 v nom
(c. qo7.31.2
APPROVED 8y
APR - 2 200
MARK LINDSAY
INCB
SHEARWALL SCHEDULE
Srieiihing F
stens
6
A
7/16" SUoclural Sheathing,
One Side, Blocked
0.131' x 2.5' nails
6/12 (edge/6eld)
Framing
2.x6 SPF 1S oc
Holdown
(1) Simpson MSTC4883
(2) 2x6 SPF Studs
SHEARWALL CONSTRUCTION
1. Stagger all fasteners spaced 2" oc. or less. in multiple rows with the rows staggered nol less than 1.5' apart_
2. Triages) shall be placed over each interior shearwall and the Inrss(es) shall be sheathed in the same manner as the wall
beiew.
3_ Allemale ho(down of equal or grealer cparAy may be subslduled for h iclowns specified.
4_ Hnldowns lo be installed in accordance wills manufacturefs installation frslructions.
5. Where helldowns are lobe installed on-site. finish material shall be omitted over access panel and locations shall be marked
6. Where shearwads are nal spersTed, such as along sidewalLs, the perforated shearwa8 method provides adequale bracing
using standard sheathing and fastening.
TITLE JOB NO:
FLOOR PLAN SOS122906-8
MODEL DRAWING NO:
14x46MNH18 3of8
��O
Tan of Roof
11'-10-
15'-0" Max.
AboveFinished Grade
Finished Grade
By Others On -Sim,
Ho
r) 9irtd,ol
iv elraii otwe.y
fiv9nw
11'01^.4,000
12
FRONT ELEVATION
SCALE: 1/8" =1.-0"
v
REAR ELEVATION
SCALE: 118" = 1'-0"
WINDOW SCHEDULE
DOOR SCHEDULE
Mark
Description
Mark
Description
/— O 4836
48- x 36 Horizontal Slider
36
36" x 80- Hollow Core
O 6048
60" x 48" Horizontal Slider
AO 3680
36- x 80' Insulated Steel
REVISIONS:
SCALE:
DATE:
01/13/09
A�civ-095 ( posfeel
p
pity. 9.to•s°1.2
Bottom of Header
80" AFF
Too of Ffvor
10"
22" AG IT,
Finished Ceiling
96" AFF
5Z -3 -
Top of Frame
i 12" AG
LEFT ELEVATION
SCALE: 1/8" =1.-0"
91t 41h7 { f1.og,
deck 4 romp 4 jccr� it
1v .66 t -.Uv I. v coo �r s
x�
[..efkoll'ill e +.1Zfor
-f-H 3t,' (5Lc.toIO.1..)
ATTIC VENTILATION
Soffit ridge, and or gable vents shall be installed to provide a total
net free ventilating area not less than 1/150 of the area o1 the
space being ventilated except That reduction of the total area to
1/300 is permitted when a vapor barrier (less Ihan 1 perm) is
installed on the warm -in -winter side of the ceiling- Vents shall be
positioned to provide cross venulalion with at least 50% and not
more than 80% of the vent area provided at least 3 feet above the
eave-
APPROVED BY:
DRAWN BY:
CMC
GHT ELEVAON
ALE: 1/8" = 1'
SITE INSTALLED it EMS
Steps, rails. and decks are to be designed by others and bull
on-site in accordance with local codes and subject to approval by
the local authority having jurisdiction.
HEIGHT ABOVE FINISHED GRADE
Height above finished grade shall be established by a site-specific
foundation design or by the local authority having jurisdiction.
51 -airs (4,d11
Riscvs = 7 `' ►,�,�,�
� 7Y d s = I (�' MOW •
STALLION OILFIELD SERVICES
Riverton, Wyoming 82501
APPROVED BY
MARK LINDSAY
APR - 2 2009
1NC�
TITLE
ELEVATIONS
MODEL:
14a46 MNH IS
0205 2340 2008-03-30
JOS NO:
SOS122908.8
DRAWING NO:
2 of 8