HomeMy WebLinkAboutApplication-PermitGarfield County
Building & Sanitation. Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
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Amount of Permit. $
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Date
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CANFIELD COUNTY WILLING PERMIT APPLICATION
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The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4, All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold
running water, non-absorbent floors and wails finished and a privacy door;
5. All steps outside or inside over titres (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all IBC and IRC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are completed and a final inspection made;
8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Dire District, and/or State
Agencies where applicable.
A CERTIFICATE OFOCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERIIHCATE OFOCCUPANCY
(CO.) IS ISSUED. OCCUPANCY OR USE OP DWELLING WIIHOL'T A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, u� tit issuance of a
Certificate of Occupancy for the dwelling under building permit Ii �"
3
Signature Date
Bpapplicationfeb2006
PLAN REVIEW CHECKLIST
Applicant 4( 42M Date tv
Building
Engineered Foundation
A ,Driveway Permit FAPC1.444,
uiweyed Site Plan ?
Septic Permit and Setbacks
rade/Topography 30%
04 Attach Residential Plan Review List
1iinimum Application Questionnaire
f4Subdiy ision Plat Notes
Lotve
ire Department Review
Val ation Determination/Fees
Red Line Plans/Stamps/Sticker
Attach C itions
pplic 'on Signed
laann Reviewer To Sign Application
arcellSchedule No.
c 0# Snowload Letter- Manf. Hms.
/41 Soils Report
GENERAL NOTES:
0
Planning/Zoni
g
Property ne Setbacks
30ft Stre F m Setbacks
Flood °lain
Buil + ng Height
Zo ng Sign -off
R n ad Impact Fees
OA/DRC Approval
ade/Topography 40%
Planning Issues
Subdivision Plat Notes
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
MANUFACTURED HOMES
In order to understand the scope of the work intended under a permit application and expedite the issuance of
a permit it is important that complete information be provided. When reviewing a plan and it's discovered
that required information has not been provided by the applicant, this will result in the delay of the permit
issuance and in proceeding with building construction. The owner or contractor shall be required to provide
this information before the plan review can proceed. Other plans that are in line for review may be given
attention before the new information may be reviewed after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your project and
provide adequate information to facilitate a plan review. Also, please consider using a design
professional for assistance in your design and a construction professional for construction of your
project.
To provide for a more understandable plan in order to determine compliance with the building, plumbing and
mechanical codes, applicants are requested to review the following checklist prior to and during design.
Applicants are required to indicate appropriately and to submit the completed checklist at time of application
for a permit. Applicants are required to indicate appropriately and to submit the completed checklist at the
time of application submittal for a permit.
All plans submitted must be incompliance with the 2003 IRC for Residences and 2003 IBC for
Commercial Offices and Storage.
1
l . Is a site plan included that identifies the location of the proposed structure or addition and distances to
the property lines from each corner of the proposed structure prepared by a licensed surveyor and has
the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more
must be shown on site plan. (NOTE Section 106.2) Any site plan for the placement of any portion of
a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a
subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and
professional stamp on the drawing. Any structure to be built within a building envelope of a lot
shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on
the final plat with the proposed structure located within the envelope.
Yes
2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage
Disposal System) and the distances to the property lines, wells (on subject property and adjacent
properties), streams or water courses? This information must be certified by a licensed surveyor
with their signature and professional stamp on the design.
Yes NA - Po,A4le/'3R
3. Does the site plan include any other buildings, setback easements and utility easements? Please
refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying
for a blding permit on is located on a corner lot. Special setbacks do apply.
Yes
4. Does the site plan indicate the location and direction of the County or private road accessing the
property?,
Yes �/
5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel
in accordance with the uniform building code or per stamped engineered design? A Floor Plan of the
Modular Unit showing exterior doors is required.
Yes j
6. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain
written permission from the association, if required by that association, prior to submitting an
application for a building permit? The building permit application will not be accepted without it.
Yes No
7. Will this be the only residential structure on the parcel? _ L..Oh�,C�h
Yes No If no -Explain:
S. Have tv o (2) complete sets of construction drawings been submitted with the application?
Yes
2
9. For the placement of a manufactured home, have the following been specified?
The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation
of property); wind design (min. wind speed of 90 mph); foundation design; method of anchoring?
Yes ✓
10. Have you designed or had this plan designed while considering building and other construction code
require nts?
Yes ( No
11. Do your plans comply with all zoning rules and regulations in the County related to your zone district?
Yes ,/ No
12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the Garfield County Building Department?
Yes J No
13. Do you understand that approval for design and/or construction changes are required prior to the
application of these changes?
Yes J No
14. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time
of application and that you will be required to pay the Permit Fee" as well as any "Road Impact" or
"Septiccystem" fees required, at the time you pick up your building permit?
Yes No
15. Are you aware that you must call in for an inspection by 3:30 the business day before the
requested inspection in order to receive it the following business day? Inspections will be made
between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-
5003. /
Yes ../ No
16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a
$50.00 inspection fee?
Yes No
17. Are you aware that you are required to call for all inspections required under the IRC including
approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the
building? /
Yes t./ No
3
18. Are you aware as part of the submittal for a building permit you are required to show proof of a
driveway access permit from Garfield County Road & Bridge Department or if applicable the State
Highway Department? If a permit is not necessary, then a letter stating that information is required.
You can contact the Garfield County Road & Bridge Department at 625-8601 or refer to the phone
book for the State Highway Departments number if applicable.
Yes ,/ No
19. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and
Plumber to perform installations and hookups, unless you as the homeowner are performing the work?
The license numbe of the person performing the work will be required at time of applicable
inspection. Yes_ No
20. Are you aware, that on the front of the Building Permit Application you will need to fill in the
Parcel/Schedule Number for the lot you are applying for this permit on prior to the submittal of a
building permit application? Your attention in this is appreciated.
Yes No
21. Are you aware that you will need to have your installer obtain an installation inspection as per the
State Division of Housing requirements prior to the County building department doing their final
inspection? The State will charge a fee for this inspection. y
Yes No ��1 .c\���� 13 0\ O �� AYA r "Vc`it44\AVIV.
22. Are you aware that the Permit Application must be signed by the Owner or a written authority being
given for an Agent and that the party responsible for the project must comply with the Uniform
BuildiCode?
Yes J No
23. Are you aware, that if you receive your water and/or sewer from an Association, a District or
Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence
of an exemption) at the time of the building permit application submittal?
Yes No
24. Do you understand that if you are planning on doing any excavating or grading to the property prior
to issuance of a building permit that you will be required to obtain a grading permit?
Yes 1
4
I hereby acknowledge that 1[ have read, understand and answered these questions to the best of my
ability.
Signature of Owner Date
PhaneC-1,— (days); a� (evenings)
Project Name: V a a-sy't 00c 16-` , 0 � ‘X:v3
\\--11 L L) ( -ENy��
Project Address:
Notes:
If you have answered "No" on any of the questions, you may be required to provide this information at the
request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to
be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building
Official that additional information is necessary to review the application and plans to determine minimum
compliance with the adopted codes, the application may be placed behind more recent applications for
building permits in the review process and not reviewed until required information has been provided and the
application rotates again to first position for review, delay in issuance of the permit or delay in proceeding
with construction.
bpminreqmhFeb2005
5
Project Information
Project #
Arch. Project #
Title
Address
City, State, Zip
Country
Gregory & Cook Construction Office Trailers
Estimated: 1177 County Road 215
Parachute, CO 81635
From
Contact
Company
Address
City, State, Zip
Country
Phone
Fax
Philip Vaughan
Phil Vaughan Construction
Management, Inc.
1038 County Road 323
Rifle, CO 81650
USA
970-625-5350
970-625-4522
Transmittal
Transmittal #
Issue Date
Subject
June 14, 2006
Updated
foundation drawing
and details.
To
Contact Mr. Andy Schwaller- Chief Building Official
Company
Address 108 81h St., 4th Floor
City, State, Zip Glenwood Springs, CO 81601
Country
Phone
Fax
Copies and Remarks
Submit
Resubmit
Return
Copies For Distribution
Copies For Approval
Corrected Prints
Sender
Remarks
Andy, l submitted the building permit application for this project on
May 30, 2006. The supplier has updated the foundation drawing t
was attached. Please remove the foundation drawing in the 513011
application packet noted as Page S1 and please include the attact
drawing and associated details.
Additionally, please note the change to the foundation engineer for
the project because of the updated foundation drawing.
Carl A. Demeter P.E.- CO License#27488. Address: 25547
Bayberry Court Elkhart, IN 46517. Ph. 574-875-1800.
Thanks and please contact me with questions.
Sincerely,
Phil Vaughan
at
6
ed
Transmittal Items
Item Description
Quanti Transmitted For
Foundation Plan with detail sheets- 1050 O/A office
6/14/06
2
As Requested
Page 1 of 1
Page 1 of 2
Philip Vaughan
From: Andy Schwager(aschwaller@garfield-county,comj
Sent: Friday, May 19, 2006 9:14 AM
To: pvcm@hughes.net
Subject: RE: Gregory & Cook Proposed Construction Yard on Solvay Chemicals Property
Looks good to me.
From: Philip Vaughan [mailto:pvcrn@hughes.netj
Sent: Thursday, May 18, 2006 3:41 PM
To: Andy Schwager; Fred .Jarman
Subject: Gregory & Cook Proposed Construction Yard on Solvay Chemicals Property
Gentlemen,
Thanks for taking time to speak this afternoon regarding the project.
As agreed, I am sending this email to confirm the main concepts of our conversation this afternoon and have
attached the relevant drawings.
Please review and confirm and then 1 will communicate'}with '�J�m `y1 clienthregarding the process.
{�
1. The'Construction Office trailers (10'x60'). will require building permits from Garfield County.
A. Each construction office trailer will need a foundation plan, prepared by a Colorado Professional
Engineer, that meets International Building Code 2003 (IBC 2003) requirements in regards to tie -
down capacity. A strip footing may be installed versus a footing that has a 36 inch frost depth.
B. Each construction office trailer will need to meet IBC 2003 and will need to be rated for 40 PSF
snowload, 90 mph wind speed, Exposure B.
C. A minimum of one of the construction office trailers will need to be Americans with Disabilities Act
accessible. This would be considered a "reasonable accommodation" for site visitors or employees
who would accessibility.
2. Portable toilets may be utilized to service the construction office trailers. The number of portable toilets
shall be determined by utilizing the.IBC 2003. We will be assuming that these construction office trailers
are to be a "Business Group B" occupancy. At least one handicapped portable toilet will be provided for
the site.
3. Fire separation issues between the construction office trailers will be determined by utilizing IBC 2003 and
assuming that these construction office trailers are to be a "Business Group B" occupancy.
4. A minimum of two portable -type, handicapped accessible, handwashing stations will be placed on-site for
handwashing by employees.
5. Potable bottled water will be utilized on-site for drinking water for employees.
6. The "Parts Vans 8 feet x40 feet " will not require building permits.
Thanks again for your assistance and please let me know if my meeting notes are accurate.
Sincerely,
5/25/2006
Philip Vaughan
From: Philip Vaughan [pvcm@hughes.net]
Sent: Friday, May 26, 2006 2:25 PM
To: David Blair (gvfpd@sopris.net)
Cc: Andy Schwalller(aschwaller@garfield-county.com); (rek@gregorycook.com)
Subject: EnCana- 36" pipeline/Gregory and Cook Construction Trailer Area
David Blair
Grand Valley Fire Protection District Chief
David,
Thanks for taking time to speak this afternoon.
Please find attached in this email a draft plan noting construction trailers on the site. There are 5 construction
trailers that we are applying for a building permit for next week. 7 are shown on the attached drawing.
As noted in our conversation, Gregory & Cook Construction, Inc. will abide by the following:
1. Entrance from County Road #215 must be 20 feet wide to allow for ingress and egress during
emergencies.
2. Gregory and Cook is encouraged to call 911 immediately during a fire or emergency versus trying to fight a
fire or deal with the emergency and then call 911.
3. On-site fuel storage tanks (Above -ground). International Fire Code 2003. Adopted by GVFPD. Below are
excerpts from Chapter 34 "Flammable and Combustible Liquids" Section 3404 IFC 2003. This code review
is not exhaustive. The company that installs the above -ground fuel tank will need to follow all applicable
codes including NFPA 30 and IFC 2003.
A. 3403.2.3.1 Signage posted prohibiting open flames and smoking.
B. 3404.4.3 Spill prevention and Secondary containment.
C. 3404.2.9.6.5 Vehicle impact protection.
D. 906.1.3- Portable Fire Extinguishers required in areas where flammable liquids are stored, used or
dispensed. Table 906.3(1) notes that an "ordinary hazard occupancy" must have a Class 2-A fire
extinguisher within 75 feet of the storage/dispensing area. 3406.2.7 gives the guideline of a
minimum rating of 20-B:C extinguisher be placed within 75 feet of the storage/dispensing area.
E. Gasoline is classified as a Class 1B Flammable Liquid. Table 3405.3.4(2) notes the 276 to 750
gallon tanks should be placed a minimum of 10 feet from a lot line. Table 2206.2.3 notes Class 1
Flammable Liquids, with less than 6,000 gallon capacities, shall be placed a minimum of 15 feet
from a lot line.
P. 3406.2.8.1 Location, notes that dispensing from tank vehicles shall be conducted as least 50 feet
from structures or combustible storage.
Thanks and please contact me with questions.
Sincerely,
Phil Vaughan
Phil Vaughan Construction Management, Inc.
1038 County Road 323 Rifle, CO 81650
970-625-5350
5/26/2006
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STATE OF COLORADO
FACTORY BUILT NON RESIDENTIAL APPLICATION
Fee due with application - Not subject to return March 2004
Nance of Manufacturer: Plant Street Address:
Plant Malang Address :
Plant Telephone:
Plant T.A. Number:
FAX No.: 6!7 " 9,21I 0
Contact Persofon::]
Third Party Inspection Agency:
Telephone No. :
5 -)LC 7(3c
.a
Telephone No.:
(57yL- ()-)11
FAX NO. j oh a9` -f' - 0 `t'
pc 2003 I -Code Compliant
2002 NEC Com lD Haat,
Live Road Load H psf
Wind Design Pressure Q1,0 psi'
FRF SCDU]GL
TOTAL
FOOTAGE
AMOUNT.
Annual Registration Fee (must be accompanied
by new/updated QC Manual)
$500.00/per location
;
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f ) // �S
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Plan Approval Number:
_7
Fee Calculator for Plan Approvals = Unit
square footage x factor indicated below:
?can Approval Fee - $0.251s ft.
(maximum 3 sets)
`t} �{ C
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.-
Additional Plan Set - $0.10/sq. ft.
Minimum Fee for Plan 'Approvals - $150.00
) C)
Plan Revision - $ 0.10 /sq. ft.
Minimum Fee for Plan Revisions - $550.00 each
TOTAL AMOUNT ST7 M: T) xi
j' Le --.^
mums: g�f.---00 (
1.ANUEACTURER CERIJI IES that only approved equipment and materials will be used and the ins allations shall be made in accordance with approved plans
nd applicable codes and provisions of the Colorado Division of Mousing. Manufacturer agrees to in -plant inspection of units manufactured under the above plan
t proval. Application shall be made for and insignia affixed to each factory built non residential that is subject to Colorado statutes and which is manufactured
r is to be sold or offered for sale in the State of Colorado.
DIV. OF HOUSING, 1313 SHERMAN STREET, RM 321, DENVER, CO 80203 (303) 866-4616 FAX 866-3072
Envelope Compliance Certificate
2.003 JECC
COMcheck-EZ Software Version 3.0 Release 1
Data filename: 06-11802-03.cck
Section 1: Project Information
Project Name:
Designer/Contractor:
Document Author:
Satellite Shelters
10050 Office
C & B CustornModular
Becky
Section 2: General Information
Building Location (for weather data):
Climate Zone:
Heating Degree Days (base 65 degrees F):
Cooling Degree Days (base 65 degrees F):
Project Type:
Window / Wall Ratio:
Building Type
Office
Commerce City, Colorado
13b
6020
679
New Construction
0.07
Permit Number
Checked By/Date
Floor Area
Climate -Specific Requirements
Component Name/Description
Roof 1: All -Wood Joist/Rafter/Truss
Exterior Wall l Wood Frame, Any Spacing
Window 1: Metal Frame:Double Pane, Clear, SI -IGC 0.68
Door 1: Solid
Floor 1: All -Wood Joist/Truss
449
Gross Cavity Cont. Proposed Budget
Area R -Value R -Value U -Factor U -Factor
449 19.0 0.0
892 11.0 0.0
61
40
449 19.0 0.0
0.054
0.103
0.690
0.700
0.049
0.057
0.087
0.586
0.138
0.053
(a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements.
Envelope PASSES: Design 20% better than code
7nb:SONO
[1 ,7#MONO
Marks R30 Quantitys 1 Types DSEI. Spans
ALL PLATES CENTERED
ON JG/HTS EXCEPT,
JT PLATE SIZE x Y
88 2.00x 4.00 CNTR -0.32
1-2-0
REVIEWED BY!
Robbine Engineering,• In C.
PO Bax 280055
Tampa, PL 33682
CST SIZE LUMBER
TOP 0.26 2x 3 SPT -12
BTM 0.33 2x 3 055-82
0089 0.33 2x 3 8500-0T000
TC Ib -1.15 Fca1.10 Tt.1.10
BC Tb -1.10 Icx1.10 Ft -1.10
BO 1-0-0
90600 P1-1410 0.42 Left OH: 0 P Right OR: 0 P
LATERAL BRACING ..-
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YC Cont. 0 9- 6- 0
BC Cont. 0 9- 6- 0
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Page. 1
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1-7-4 1 1-7-4
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8
00001x00000 REACTIONS,
JT REACT ACT 0020 REQ MID
LBS IN -SS IN -SX
X 140 1- 8 1- 0
D 340 1- 8 1- 0
UPLIFT FOUND AT BEARINGS
ERG UPLIFT ERG UPLIFT
L8S L88
7 59 D 59 -
LL Daft -0.05" in G -F L/999
TL Deft -0.08• io G -1 L/999
Shear // Crain irs A -H 9.29
*3x4=
I
9-6-0
3-1-12
(*1 ALTERNATE ATTACHMENT.
SUPPORT AND Damn BY OTBERS.
NOTES,
TrUS$00 PlaaufaCtured by:
Homan Lumber
Analysis Conforms Tot
IHC/x0002003 _
Design chsckwd far 10 psf non-
coacnrraat LL on SC.
This truss rust be installed
*P,as shown. It . Cannot be _.
/81!#.0.... installed upside-down.
NOT2s U3Elt Manllx10 PLArE0
•. fj3 �a� Shia design may have glatea
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13: 58
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3-1-12
3.1-12
6-4-4
UP TO. 9 6 0
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ALL PLATES ARE L00520, # - PLATE SELECTED IN PLATE MONITOR
RxTER TO ROBBIN3 ENG. GENERAL
NOTES AND SYMBOLS SUEAT FOR
ADDITIONAL SPECIFICATIONS. Robbins aagineejlring, Inc./Online ?Ina' APPROX. TRUSS XXECHT,
D
3x4=
Os
38.8 L83
• C t selected through a plate
'7 •• : monitor.
Mind Loed1 - ANSI / 10077-02
• .'.
Truss is dwei
ga.d as a Bala.
Mind -Force Resietence System.
•
Mind Speed, 30 mph
•,Q` Near Roof Haight, 15-0
,•/� Exposures Categosyr C
.Y ;�.• `�� Dccapaacy ractor , 1.00
a�OsY�1�A1tt!!! S\\C.1 F� Bnildiag. Type, Enclosed
reso e ;�Re7'' Tons lasatioa, Exterior
At
1C 71+e.3 Load s 5-0 psf
BC Dead Load s 5.0 psf
Roof Snow Loadper ASCE 7_02
Grsxusd Snow Load s. 50.0 psf
Rain Load - 0.0 pee
Import/knee Factor 1.0
Thermal Factor 1.1
exposure Factor 2.0
Balanced Load Tactor 0.8
Unbalanced Load Factor 9.o
Mix comp. force 873 Lbs
Quality Control Tactor 1.25
p`*� �.�oewa-.swa•� ��
M
MICHAEL Si `
R e f !,- .
-.- ■
! wrea 0
! 1Fi
¢ . ley
r £•1999140894
Scabs 0.590' • 1'
'• ROBBINS LOCK cormecter plata (20 ga. ga1v.arae£ - ASTM A093 SS (rade e. 0 sb It be
': apydie 1 on both hoes of mess ai e*6juirst Coiner the Oats wet!! shows otherwise by
axles (o) ar dimenrie-,0 Unless oseerwi 00 iadi:arcd by a'y" *04009 is 515is sun
parsilel with the chards a horizontally er She peak sod t *r bent No icrae 141014 n7w.nes
in Om cora:arr a. Splice only whore shown. Overall spans assume 4' bearings se vch
rnd unless %dier.d eil,erw0 . Cnrdnis .*4 &byiearien 11s*I1 be pelts -n 1 en WWinne.
wlddt 9ro4uas sang fining joins 7Ad Fizzes. This design wsspreputd 5 sarxdaace
. +rish'Natocal peslgn Spttetd.ciHowl-cos far Stens- Gude Lumber sad its Fesieningz -
(AF1'A). DesignSp&5**rens for Ltgbr Med *lea Connioe4 Woad Trusses -(Tat).
st1 R17D Design Crimens Ta, Trussed R*Ras,
i
Robbins Eng Co- beat no respareibOty tcrthc uedsc. of susses, field brscasg er i
pemiinens lass; boas& Reform li3B-91 as pvbli*0ed by 00 Truss Flaw I sdrute, 503 LOadcoOe #1
Lr Cca rio lave, 5aite 204. Medi *,.. Wismmin 55719.5000, s arctag urease. in j TC Live
esutioeed m rete pmfnsiensi shim epncrrniag paper arcri000 b0cio8 le prevent
toppling and'dwmvamng". Can rhoold be taken es p:eventdierage &wing febrieriar. i TC oead
rxvzge,0,87as*,&*dice. Top sed botram daaads :b*3t bexkq.a:elybra.4 is me ; DC Live
sbsmx aFsbecrhing or rigid ailing, respectively. It is ex respossstsility Ptollen:10 30 Dead
umsain;bye ibe designson& c6Frrcd on this dinning mixt orexoced she ;Saul dead TOLa2
fords Imposed by t e rmrcure and rbc live loads imposed by the loaf building code or
hvtorical climate recant- ! Lumber SI
FURNISH A COPY OF TH13 OBS1GN TO E9EC11091 0014THAG TOR.
1T IS THERESPONSi81i3TY OF THE SSR0.DP1G DFSIGNPs. AND TRUSS FArl. TO REVIEW T:n5 DRAWING, &&
VERIFY TEA -TDM INCLUDING coM &R LOADS CONFORM TO ARCH. PLAN / MT.CS dB FAB, TRUSS LAVOUTO.
Plate S2
f Spacing
46 get
10 psf
0 pef
7 psf
57 psf
1.15
1.15'
16.0 in.
I
f
Designers
Checker;
Reviewer,
Designed,
Rev No,
Rev Date.
Rua Dater 06/08/05
Version:. 17.7.009 -
Drawings
R-75ting En3inenen1. IneiDesinsr f'sys" m 7095-2005 version 17.7 009 Engineering Review Drawing 0'82005 11:50:14 AM Pege 1
T05060626
LI,
LCD
C-""
CD
CDc
CD
Project Name:
Project SN:
. Module:
Sat 1050 Office
06-11.802-03
Building width:
Building length:
Area served 448.5 ft
100A
Main Breaker
9.75 ft Unit Perimeter: 111.5 ft
46 ft Unit Area:
Panel Voltage
Panel Phase
240
448,5 ft
CKT#
Breaker
size
Description
2 112 -ton, 10kw HVAC
QTY
1
Voltage
240
Wattage
per item
10564
Connected
Load
10564.
.Load Factor
1.00
Calculated
load
10564
Total
10564
1
60 /2
2
2011
Lights
7
120
84
588
1.25
735
Exterior Lights
2
120
60
120
1.25
150
885
4
20/1
Recepts
5
120
180
900
1.00
900
9001
5
20 /1
Recepts
5
120
180
900
1.00
900
900
Total connected load
13249.00
Actual tight load
885.00
TCL - ACL
12364,00
NEC LT load factor 3.5
1962.19
Total Load
14326.19
Panel load amps
59.69
CemAR 03 215
06-1 1 802-03Calc -1.xls 1of1
Colorado State Building Codes
2002,,NATIONAL ELECTRIC CODE
2003 INTERNATIONAL BUILDING CODE
2003 INTERNATIONAL MECHANICAL CODE
2003 INTERNATIONAL' ENERGY CONSERVATION CO
2003: INTERNATIONAL PLUMBING CODE
1998 A117.1 HANDICAP GUIDELINES
OCCUPANCY GROUP: "B
CONSTRUCTION TYPE: V -B
Design Criteria
SQUARE FOOTAGE:
OCCUPANCY, LOAD:
FLOOR DEAD LOAD:
FLOOR LIVE LOAD:.
ROOF DEAD LOAD:
Roof Snow Load
Ground Snow Lood:
Roof Design Load:
Unbalanced Snow Load:
Snow Exposure:
Snow importance Facto
Thermal Factor:
Wind Lood
Wind Speed: MPH
Wind Importance Factor: 1 .00
Wind Exposure:
Building Category: •
Internal Pressure Coefficient: ± 0.55.
Components and Cladding Pressure =
33,6 PSF Max Roof Pressure
26.6 PSF Max Woll Pressure
Seismic Load
Seismic Use Group: "1"
Seismic Importance Factor:
Ss 0.56
S1 0.129
Sae. Class:
Sds: 0.50
Sd l : 0.20
Design Cotegory:
Base Snear: 0.94 Kips
Basic Seismic Force Resisting System =
Light Frome Wood 'Noll with Shear Panels:
CS = 0.084
R = 6.0
Analysis Procedure = Equivoient Lateral -force Method
Building Notes
- All materials ore C• and B Custom-Modulor's standards
unless otherwise specified.
- Locote state seals, 3rd party seals and data plate on
face of electrical panel.
- Alt door adjustments ore on site by others.
- C and B Custom Modulor Inc. is not responsible for
local codes or permits.
- Building to be located >10'-0" from existing or
assumed property line and >20'-0" from an existing
building.
Buildings on the some property shall be assumed to
have o 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 dearer/owner shaft be responsible for on site
barrier free provisions. i.e.: Steps, ramps, parking
signs etc.
- Building approach (walkway or ramp) to be 5'-0"
wide minimum and o 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
speciol knowledge.
Corrosion resistant .flashing of top and sides of doors,
windows and at roof penetrations shall be provided.
- If required, odequate accessible restroom facilities at
site by others within 500' of new structure.
- Building shall not be located in areas that exceed
those listed on the cover sheet design criteria and
stole codes.
448.5 SF
.5
18 PSF •
5
40 PSF
40 PSF
n/a PSF
1.00
1.00
1.00
C»
FRAME -- OUTRIGGER
MAIN 1 -SEAM:
CROSSMEMBER:
HITCH:
AXLES:
NOTE:
TIRES:
PA INT:
FLOOR — TRANSVERSE
BOTTOM BOARD:
INSULATION:
NOTE:
JO I STS:
RIM JOIST:.
NOTE:
DECKING:
COVERING:
EXTERIOR WALLS
STUDS:
BOTTOM PLATE:
TOP PLATE(S):
WALL HEIGHT:
WALL COVERING:
INSULATION:
SHEATHING:
SIDING:
TRIM:
NOTE:
INTERIOR WALLS
STUDS:
BOTTOM PLATE:
TOP PLATE(S):
WALL HEIGHT:
WALL COVERING:
CLOSET:
TRIM:
ROOF
RAFTERS:
CEILING PANEL:
INSULATION:
SHEATH 1 NG:
ROOFING:
ROOF VENT i NG:
NOTE:
GUT TERS:
GUTTERS:
T 1 E DOWNS:
1
Satellite Shelters, Inc.
10 x 5O Office,
93_9„ x 4O' 0„
M10X8
ANGLE & ROD AND 33GA FORMED ;STEEL. OUTRIGGER @ 48" 0. C.
WELDED W/2 5/16" -CUP AND JACK
2 W/BRAKES, SPRINGS OVERSLUNG (SINGLE, TANDEM)
75 1/2" SPRING CENTERS
14 -PLY
MIN 3.MIL BLACK ASPHALT
WOVEN PLASTIC INSULATION SUPPORT
R-19 FACED FIBERGLASS
FACING OF INSULATION TO BE INSTALLED TIGHT TO
WARMSIDE OF CAVITY.
2X6#2 SPE EQUAL-OR.BETTER @ 16" O.C. (TRANSVERSE)
2X6 #2 SPF EQUAL OR BETTER
USE DOUBLE RIM JOIST UNDER -DOORS
1ST LAYER 3/4" T&G PLYWOOD 16" 0. C. MIN. SPAN INDEX
1/8" VINYL - COMPOSITION TILE (CLASS A/1 F.S.)
(COLOR = AZROCK #824 SESAME ) W/1 -COAT WAX
2X4 STUD GRADE SPF EQUAL OR BETTER-@ 16" 0.C.
DOUBLE STUD EACH END SIDEWALLS AND EXTERIOR DOORS
SINGLE 2X4,#3 SPF EQUAL OR BETTER
DOUBLE 2X4 ##3 SPF EQUAL OR BETTER STATE OF COLORADO RECEPT I CLES:
8' -0" j` VIS ION OF HOUSING
.1/4" MADISON BIRCH PANELING (CLASS C/3 - F. S.) _
R -it KRAFT FACED FIBERGLASS BATTS
1/8" STRUCTURAL THERMOPLY
.019 ALUMINUM W/SCREWS AT EVERY MESA
(COLOR = POLAR WHITE - SMOOTH )
.019 ALUMINUM'
(COLOR = CANDY APPLE RED - RCE )
USE STAINLESS STEEL SCREWS
CALK S -LOCKS ABOVE , -WINDOWS AND DOORS
EXTERIORDOORS
A: '
INTERIOR DOORS
B:
C:
WINDOWS
1:
APPROVEIJ
SUBJECT TO NOTEB
iPXCEPTJONS & INSPECTION
GARFIELD COUNTY
BUILDING P
CAatc
pir DOOR W/14X14 • SAFETY GLAZED LITE,
TN GUARD, LEVER LOCK SET,
G AND H/C THREASHOLO. -
OtPOLAR.WHITE )
NO INSPECTION WITHOUT
HESCPUMSDONIBI CORE WOOD COL. B I RCH DOOR W/PANEL JAMBS
AND#SSAGE LEVER ,HANDLES,
1 26X8? HOLL-OW.CORE WOOD COL. BIRCH 000R W/PANEL JAMBS
AND PASSAGE LEVER HANDLES
ELECTRICAL
SERVICE:
LOAD CENTER:
ENTRANCE:
RACEWAY:
LIGHTS: -
EXTERIOR LIGHTS:
NOTE:
MAR 06 200&
HVAC
SWITCHES:
M I SC:
HEATING:
COOLING:
DUCTS:
FLANSAPPROVED
RETURNEAIR:
ToREL ..itspEcTolRETURN AIR:
2X4 STUD GRADE SPF EQUAL OR BETTER @ 1'5" 0, C.
SINGLE 2X4 #3 SPF EOUAL OR BETTER
DOUBLE 2X4 #j3 SPF EQUAL OR BETTER
8' -0"
1/4" BIRCH PANELING (CLASS C/3
W/ROD AND SHELF
STANDARD WOOD PROFILES
RETURN AIR:
SPECIALTIES
DESKTOP:
f . S.) Oita 2 NOTE:
SHELF:
FILE CABINETS
PLAN TABL
EXT U1
LOW PROFILE BOW TRUSSES @ 16" 0.C. e r.$ b-
12" HEEL X 14" CROWN 9' - 6" LONG TRUSS#T05060626 mow.
1/2" PREFINISHED GYPSUM (CLASS A/1 F. S. )
4114431.
R-19 KRAFT FACED FIBERGLASS 1• "�
3/8" OSB 16/0 SPAN INDEX
30 GA GALVANIZED (CLASS C/3 F. S. )
3 NON -POWERED. SCREENED ROOF VENT (FREE AIR 150 SO.IN.)
ROOF VENTS MAY BE SHIPPED LOOSE DUE TO SHIPPING HEIGHT RESTRICT _ONS
K-60 J -RAIL ON END WALLS
MINI GUTTER ON SIDEWALLS (COLOR = CANDY APPLE RED) 3
3 OVER THE ROOF HURRICANE STRAPS -
7 46X27 CAPITOL HORIZONTAL SLIDER W/ALUM. EXTRUDED WHITE
FRAME, DOUBLE GLASS AND BUG SCREEN
120/240V SINGLE PHASE, 3 WIRE, 60HZ.W/GROUND
1 12 CIRCUIT WITH MAIN'100AMP BREAKER
1 1./2" EMT CONDUIT STUB.THRU FLOOR
MIN. #12 AWG MC CABLE
7 4' 2 T8 -TUBE FLOURESCENT W/DIFFUSER AND ELECTRONIC BALLAST
2 60W WEATHERPROOF EXTERIOR LIGHTS
EXTERIOR LTS MAY NEED TO BE SHIPPED LOOSE DUE TO
SHIPPING REQUIRMENTS.
9 120V 20A IVORY DUPLEX GROUNDING TYPE:
I 120V 20A IVORY DUPLEX GFCI'PROTECTED. W/IN-USE COVER.
5 120V. IVORY TOGGLE TYPE
2 J -BOXES W/ CONDUIT STUBBED THRU FLOOR 'FOR. PHONE/DATA
(SYSTEMS TO BE 1NST.ALLED ON SITE -BY -.OTHERS) -
1 10KW'240V ELECTRIC RES1STANT HEAT IN WALL HUNG UNIT
1 2 1/2 -TON 240V SINGLE PHASE BARD WALL 1-tUNG UNIT
FIBERGLASS 16" X 6" IN ROOF FOR S/A
5 .8X8 WHITE W/ADJUSTABLE• DAMPER IN CEILING.
1 30X8 THROUGH WALL ABOVE DOOR
I 14X8 THROUGH WALL ABOVE DOOR
1 30X16 THOUGH WALL GRILLE G UNIT -
2 30" DESK TOP LAM. 2 -SIDES (BLACK
DON' T ATTACH TOP TO FILE CABINET
2 .12" WIRE (1).ABOVE EACH DESK)
4 STANDARD (2) EACH DESK
1 36X60 FOLD DOWN W/STANLEY HINGE
IF REQUIRED BY OTHERS AT SITE
Drawing Index
4 19
SA7E,,.L tTE SiE-LTTE'F ; k'H'
Scale:
N/A
Serial Numbers:
06-11802-03
Drawn:
BB
Drawing Number:
195
Dote:
2/6/06
Plot Date:
Mar 02, 2006
DWG File Name.
06-1 1802-Q3.ciwg
Page
Pcge Description
C1
Al
A2
Project.Cover Sheet
Bu'slding Elevations
Production Floor Pion
El
Production Electrical Pion
S1
locking Points
S2 J Cross Section / Details
u
S
2224 Bloomingdale Drive
Bristol, Indiana 4650.7
PH: (574) 848-7300
T FX: (574) 848-1950
0
MODULAR, INC.
Approval Numbers:
Title:
Saiellife Shelters, Inc.
10 x 50 Office (9'-9"
46'—
Sheet Description:
Building Cover Sheet
!Page #:
C1
Colorado State Building Codes
2002., NATIONAL ELECTRIC CODE
2003 INTERNATIONAL BUILDING CODE
2003 INTERNATIONAL . MECHANICAL CODE
2003 INTERNATIONAL` ENERGY CONSERVATION CODE
2003 INTERNATIONAL PLUMBING CODE
1998 A117.1 HANDICAP GUIDELINES '
OCCUPANCY GROUP: "B"
CONSTRUCTIONTYPE: V -e
Design Criteria
SQUARE FOOTAGE:
OCCUPANCY LOAD:
FLOOR DEAD LOAD:
FLOOR LIVE LOAD:.
ROOF DEAD LOAO:.
Roof Snow load
Ground Snow Load:
Roof Design Load:
Unbalanced Snow Load
Snow Exposure:
Snow importance Facto
Thermo! Foctor:
Wind Load
Wind Speed: ' 0 PH
Wind Importance Factor: 1:00
Wind Exposure: "C" -
Building Category: "2"
internal Pressure Coefficient: ± 0.55.
Components and Ctodding • Pressure =
33.6 PSF Max Roof Pressure
26.6 PSF Max Wail Pressure
Seismic Load
Seismic Use Group:
Seismic Importance Factor:
Ss 0.56
St 0.129
Site Class:
Sds: 0.50
Sid 1: • 0.20
Design Cotegory: "0"
Base Snear: 0.94 Kips,
Basic Seismic Force Resisting System =
Light Frame Wood Woll, with Sheol- Panels;
CS = 0.084
R = 6.0
Analysis Procedure = Equivalent Lateral -force Method
Bu1ld'1ng Notes;
- All materials ore C and B Custom Modator's stondards
unless otherwise specified.
Locate state seals, 3rd party seals and doto plate on
face of electricol panel.
All door adjustments ore on site by others.
C and B Custom Modular Inc. is not responsible for
boot codes or permits.
- Building to be located >10'-0" from existing or
assumed property line and >20.-0" from on existing
building.
- Buildings on the some property shatl be assumed to
have a property line between them,
- the building exterior and the facilities• within the
building sholi be identified with the international
symbol of accessibility. (Signage by others)
The dealer/owner shall be responsible for on site
barrier free provisions, Le.: Steps, romps, parking
signs etc.
- Building approach (walkway or ramp) to be 5'-0"
wide minimum and o gradient of not more then 1' in
20'.
- Exit doors to remoin openable during business hours
from the inside without the use of o key or any
special knowledge.
Corrosion resistant. flashing at top and sides of doors,
windows and et roof penetrations shall be provided.
If required, adequate accessibte. restroom facilities of
site by others within 500' of new structure.
Building shall not be located in oreos that exceed
those listed on the cover sheet design criteria and
stote codes.
448.5 SF•
5
18 PSF
5
PSF
40 PSF
40 PSF
n/a PSF
1.00
1.00
1.00
FRAME -- OUTRIGGER
MAIN I -BEAM:
CROSSMEMBER:
H ITCH:
AXLES:
NOTE:
T I RES:
PA INT:
FLOOR — TRANSVERSE
BOTTOM BOARD:
INSULATION
NOTE:
JO I STS:
RIM JOIST:.
NOTE:
DECKING:
COVERING:
EXTERIOR WALLS
STUDS:
BOTTOM PLATE:
TOP PLATE( S).:
WALL HEIGHT:
WALL COVERING:
INSULATION:
SHEATHING:
SIDING:
TRIM:
NOTE:
INTERIOR WALLS
STUDS:
BOTTOM PLATE:
TOP PL ATE( 5) :
WALL HEIGHT:
WALL COVERING:
CLOSET:
TR1M:
ROOF
RAFTERS:
CEILING PANEL:
INSULATION:
SHEATHING:
ROOF I NG:
ROOF VENTING:
NOTE:
GUTTERS:
GUTTERS:
TIE DOWNS:
Satellite Shelters, Inc.
10 x 50 Office
9'-9" x 46'. O"
EXTERIOR DOORS
M 10X8 A:
ANGLE & ROD AND 130A FORMED. STEEL: OUTRIGGER @ 48" 0. C.
WELDED W/2 5/36" CUP AND JACK - - -
2 •W/BRAKES, SPRINGS OVERSLUNG (SINGLE, TANDEM)
75 1/2" SPRING CENTERS
14 -PLY INTERIOR
MIN 3 kilt_ BLACK ASPHALT 8:
WOVEN PLASTIC INSULATION SUPPORT
R-19 FACED FIBERGLASS
FACING OF INSULATION TO BE INSTALLED TIGHT TO
WARMS]DE OF CAVITY.
2X6 #2 SPF EQUAL OR• BETTER -9 16" 0. C. ( TRANSVERSE)
2X6 #2 SPF EQUAL OR .BETTER
USE DOUBLE RI M. JOIST UNDER DOORS
1ST LAYER 3/4" T&G PLYWOOD 16" O. C. MIN. SPAN INDEX
1/8" VINYL COMPOST TION TILE (CLASS A/1 F.S.)
(COLOR - AZ ROCK #824 SESAME ) W/1 -COAT WAX
2X4 STUD GRADE SPF EQUAL OR BETTER .@ 16" O. C.
DOUBLE STUD EACH END SIDEWALLS AND EXTERIOR DOORS
SINGLE 2X4 #3 SPF EQUAL OR BETTER
DOUBLE 2X4 #3 SPF EQUAL OR BETTER STATE O COLORADO RECEPT I CLES:
•
C:
WINDOWS
APPROVED
SUBJECT Ta NCD
ZXCEPT!ONS & INSPECTIONS
GARFIELD COUNTY
BUILDING
-
r.xitte
NIR DOOR W/14X14 SAFETY GLAZED LITE, •
T CO GUARD, LEVER LOCK SET,
G AND H/C THREASHOLD.
FI L ocopyPOLAR•WHITE )
OORS NO 1N3 ECT ON WITHOUT
NEMPLAMONLINg CORE WOOD COL. BIRCH DOOR W/PANEL JAMBS
fig- AND p#SSAGE LEVER .HANDLES
1- 26X8HOLLOW .CORE WOOD COL. BIRCH DOOR W/PANEL JAMBS
AND PASSAGE LEVER HANDLES
ELECTRICAL
SERVICE:
LOAD CENTER:.
ENTRANCE:
RACEWAY:
LIGHTS:
EXTERIOR LIGHTS:
NOTE:
8' -0" n '/tSIQ°1 '�F OUSIN '
1/4" MADISON BIRCH PANELING (CLASS C/3 F..S�
R-11 KRAFT FACED FIBERGLASS BATTS
1/8" STRUCTURAL THERMOPLY
.019 ALUMINUM W/SCREWS AT EVERY MESA
(COLOR = POLAR WHITE - SMOOTH )
.019 ALUMINUM
(COLOR = CANDY APPLE RED - RCE )
USE STA 1NLESS STEEL SCREWS
CALK S -LOCKS ABOVE WINDOWS AND DOORS
MAR 0 6 ZOO
SWITCHES:
M I SC:
HVAC
HEATING:
COOLING:
_ DUCTS:
ELMS APPROVE° DIFFUSERS:
RETURN AIR:
! di Cis'
To RL ;i ThispEcpRETURN AIR:
RETURN AIR:
2X4 STUD GRADE SPF EQUAL OR BETTER @ 1'5" 0. C.
51NGLE 2X4 #3 SPF EQUAL OR BETTER
DOUBLE 2X4 #3 SPF EQUAL OR BETTER
8' -0"
1/4" BIRCH PANELING (CLASS C/3 F. S.
1 W./ROD AND SHELF'
STANDARD WOOD PROFILES
00427
LOW PROF I LE BOW TRUSSES @ 16" O. C.
12" HEEL X 14" CROWN 9' - 6" LONG TRUSS#T05060626
1/2" PREF INISHED GYPSUM (CLASS A/1 F. S. )
R-19 KRAFT FACED FIBERGLASS
3/8" OSB 16/0 SPAN INDEX
30 GA GALVANIZED ( CLASS C/3 F. S. )
3 NON -POWERED SCREENED ROOF VENT (FREE AIR 150 SO. IN. )
ROOF VENTS MAY BE•SHIPPED LOOSE DUE TO SHIPPING HE1GHT RESTRICT,ONS
K-60 J -RAIL ON END WALLS
MINI GUTTER ON SIDEWALLS (COLOR = CANDY APPLE RED)
3 OVER THE ROOF HURRICANE STRAPS
SPECIALTIES
DESKTOP:
NOTE:
SHELF:
FILE CAB]NETS
PLAN TABL
EXT 1_€v(U 1
QUINutfaleS975
to
Drawing Index
Page
Page Description
C1
Al
A2
Project .Cover Sheet
Building Elevations
Production Floor Pion
E1
Production Electrical Pion
51 Blocking Points
52 Cross Section / Details
7 46X27 CAPITOL HORIZONTAL SLIDER W/ALUM, EXTRUDED WHITE
FRAME, DOUBLE GLASS AND BUG SCREEN
120/240V SINGLE PHASE, 3 WIRE, 60HZ-W/GROUND
1 12 CIRCUIT WITH MAIN •100AMP BREAKER
1 1:/2" EMT CONDUIT STUB.THRU FLOOR
MI N. #12 AWG MC CABLE
7 4' 2 T8 -TUBE FLOURESCENT W/DIFFUSER
2 60W WEATHERPROOF EXTERIOR LIGHTS
EXTERIOR LTS MAY•NEED TO BE SHIPPED LOOSE DUE TO
SHIPPING REOUIRMENTS.
9 120V 20A IVORY DUPLEX GROUNDING TYPE •
1 120V 2OA•1VORY DUPLEX GFCI PROTECTED, W/IN-USE COVER.
5 120V.1VORY TOGGLE TYPE
2 J -BOXES W/ CONDU I T • ST UBBED THRU FLOOR.'FOR PHONE/DATA
(SYSTEMS TO BE INSTALLED ON SITE BY,OTHERS)
-
AND ELECTRONIC
BALLAST
5
1
1
1OKW"240V ELECTRIC RESISTANT HEAT IN WALL HUNG UNIT
2 1/2 -TON 240V SINGLE PHASE BARD WALL HUNG UNIT
FIBERGLASS 16" X 6" IN ROOF FOR S/A
8X8 WHITE 'nf/ADJUSTABLE DAMPER IN CEILING.
30X8•THROUGH WALL ABOVE DOOR
14X8 THROUGH WALL ABOVE DOOR
30X16 THOUGH WALL GRILLE @ UNIT -
2 30" DESK TOP LAM. 2 --SIDES (BLACK
DON' T ATTACH TOP TO FILE CABINET
2 -12" WIRE (1) ABOVE EACH DESK.)
4 STANDARD (2) EACH DESK
36X60 FOLD DOWN W/STANLEY HINGE
IF REQUIRED BY OTHERS AT SITE
e 2001 mx
spa
Illiiii �d
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MODULAR, INC.
222.4 Bloomingdale Drive
Bris;'oi, Indiana 46507
PH: (574) 848-7300
FX: (574) 848-1950
Revision
Date
Scale:
N/A
Drown:
BB
Date:
2/6/05
Piot Dote:
Mar 02, 2006
Serial Numbers:
06-11802-03
Approval Numbers:
Drawing Number:
195
DWG File Name;
06--11802-03.dwg
Ti11e:
Satellite Shelters, Inc.
10 x 50 Office (9'-9" x 46'_D„)
Sheet Description;
Building Cover Sheet
Page #:
C1
LEO
Hitch End Elevation
Rear Elevation
3c, /0°8
Curb Side •Elevation
271,t-1125 Sm., 1009
STATE OF COLORADO -
DIVISION OFHOUSING
REQ/S
h?"'a: <,,--A?'• 141 /1
32670 :7":
Ssio Jf;L -Vly` r
iirt440,111AR o 3 2006
Road Side Elevation
flAR 6 2006
APPROVED
ID
Revision
Date
c
u
s
i
0
MODULAR, INC.
2224 Bloomingdale Drive
Bristol, Indiana 46507
PH: (574) 848-7300
rx: (574) 848-1950
Scale: lDrown:
Noted !BB
Dole:
2/6/06
Plat Date:
Mar 02, 2006
Serial Numbers:
06-11802-03
Approval` Numbers:
Drawing Number;
195
DWG File Name:
06-11802— 03.d wg
Title:
Satellite Shelters., Inc.
10 x 50 Office (9'-9" x 46'-0")
Sheet Description:
Building Elevations
!Page #:
1 Al
46'--0"
30" Desk top w/
(2) File Cabinets .&
(1) 12" 0.H, . Shelf
typ ear h end
1,4
r7
Q
3 3/4"
40'-0 3/4"
4"
33'-5 1/4" .
20' —9 1/2"
21-4 3/4,.
4"
12'-3 3/4"
12'-0"
11'-4•
3 3/4"
2'_8 3/4"
f _____i
SYMBOL
QTY,
DESCRIPTION
o.
3
-
36x60 Fold .Down
Pion Table
36x80 stondord door w/ 14x14 safety glazed lite. stay chain,
latch guord, Lever lock set, weatherstripping and H/C threosnold
4!s '
1.00A
120/240 electric panel
O
2
1
Low voltage thermostat
S
8x8 white SA diffuser with odjustoble damper.
j.
E
3
Roof vent
46 i/x 27 1/4'
up 41 1/4" A.F.F•,
1
R/A grille through wall (14x8)
40'-8".
R/A grille through wall (30x8)
31 —4,
23._4„ 15,_4„
6 _0>,
r— — —
I
I
�
i I
I
I
Office 3 O
I
Tile
yill
30x8
_
-
T�
14x8 R/A
R/A
C Office 2 Grille above door
0 --
Office 1
• Grille above door
'
Tile
Tile
40'-0 3/4)
DRAWING LEGEND
SYMBOL
QTY,
DESCRIPTION
o.
3
Over the roof hurricone straps/Tie down focolions
36x80 stondord door w/ 14x14 safety glazed lite. stay chain,
latch guord, Lever lock set, weatherstripping and H/C threosnold
1
120/240 electric panel
O
2
1
Low voltage thermostat
S
8x8 white SA diffuser with odjustoble damper.
j.
E
3
Roof vent
46 i/x 27 1/4'
up 41 1/4" A.F.F•,
1
R/A grille through wall (14x8)
1
R/A grille through wall (30x8)
R/A grille through woll (30x 16) of unit
DOOR
& WINDOW SCHEDULE
3'-1"
34'--8 3/4"
Provide backer.
for door knob
30'-4 1/4"
•
20'-0"
22'—S 3/4"
Mechanical Notes;
- Exhaust fans and venting equipment to• be ducted
to exterior and terminate at an approved vent cop.
- Return air vio ,.grilles and/or undercut doors.
- Materials exposed •within plenum sholt be
noncombustible or -sholl hove a- Home spread index
of not more then 25 and a smoke -developed
index of not more then 50 when tested in
occordonce with ASTM E.-84
Duct exposed to non -conditioned spaces sholl be
insulated to provide thermal resistance.
- The lower edge of floor 'and woll registers shalt
not be fess then 1/2" from the floor in toilet,
laundry and/or utility rooms.
- Metol chimneys shall extend of least 3'-O" above
the highest point that they pass through the room
and 2'-0" minimum higher then other portions of
o building within 10'-0"
- Ducts shall be class 1/A flame spread
- Ventilation to be in conformance w/20CFM per
occupant. (Offices)
Notes:
AU structural headers shall. be glued, fastened
and bear on (1) 2x4 jack stud #2 spf each
side of opening.
2. Doors, windows and openings on end wails
do not require structural header because
roof trusses carry the load.
SYMBOL
QTY.
DESCRIPTION
ROUGH OPENING
Header
�l
CD2
36x80 stondord door w/ 14x14 safety glazed lite. stay chain,
latch guord, Lever lock set, weatherstripping and H/C threosnold
36 x 80
(2) 2x4 #2 spf toyed flat
O
2
36X80 hollow core door w/foctory frame
and passage Lever boodles
26x80 hollow core door w/foctory frame
and passage Lever handles
36 3/4 x 81 3/4
26 3/4 x 81 3/4
non-structural
non-structural
J
CD1
CD
CD
7
46lie27 Capitol horizontal slider w/aluminum white frame
double glass and bug screen
46 i/x 27 1/4'
up 41 1/4" A.F.F•,
(2) 2x4 #2 spf on edge
13'--4 3/4"
Provide backer
for door knob
5ATELLUTE
ELTEIC't'S., t44
2'-8 3/4"
STATE OF COLORADO
DIVISION OF HOUSING
MAR U 6 200G
APPROVED
Itqx
I�A€� 0 3 21O8
fD
Revision
Dale
Scale:
1/4" _ 1'—
H
Drawn:
BB
Dote:
2/6/06
Plot Dole:
Mor 02, 2006
Seriol Numbers:
06-11802-03
Drawing Number:
195
C 2224 Bloomingdale Drive
Bristol, Indiana 46507
PH: (574) 848-7300
FX: (574) 848-1950
0
MODULAR, INC.
Approval. Numbers:
DWG File Nome:
06-11802-03,dwg
Title:
Satellite Shelters, Inc.
0 x 50 Office (9'-9" x 46,_0„)
Sheet Descripiion:
Production Floor Plan
Page #:
A2
1
1
+32
4
5H4"
d
I
3'-0 1/4'�
4
+32
ed
DRAWING LEGEND
SYMBOL
Q1Y.
DESCRIP110N
s
3
Over the roof hurricane straps/Tie down locutions
HVAC
4
120/240 electric panel
#6
C1
Lights
Low voltage thermostat
20 Amp
g
120V ivory duplex grounding type
(+18" AFF unless noted)
GEL WP
1
120V ivory. duplex GFCI ,protected exterior weatherproof
recept (+18" AFF unless noted)
Ai
2
2x4—jbox w/conduit thru floor for phone/dato
(+32". AFF unless noted)
1
. S
120V ivory toggle type (+48" AFF unless noted)
7
120V 4' (2) tube surfoce mount w/diffuser
( QJ
Y
2
120v exterior weatherproof porch light
PANEL "A" SCHEDULE
CKT. NO.
CIRCUIT DESCRIPTION
POLES
BREAKER
WIRE
1
HVAC
2
60 Amp
#6
2
Lights
1
20 Amp
#12
4
Recepts
1
20 Amp
#12
5
Recepts
1
20 Amp
#12
2'-8
4(
+44
•36x60 Fold Down
Plant_ fable •
2
ao
4'—O"
5
r
4
4'-8 1/4"
s
A 120/240v 1 60H2 PANEL,
100A 2 -pale breaker
1 1/2" EMT conduit
(3) #i3 THW feeders
/18 GRND
Electrical Notes;
— All receptacles to be grounding type
All wiring to be per the current code in effect.
- Main panel to be morked "Suitable for use as service
equipment" and be equipped with breaker/fuse type over
current protection.
Proper thermol overload protection to be provided for on
motors.
Weatherproof protection required for oil outdoor lights,
receptacles and disconnects.
- Proper working clearances to be provided and maintained
about all electrical equipment.
Alf fluorescent fixtures require thermol protection and proper
clearances from insulation also applicable for incandescent
fixtures.
- Combination exhaust fan/tight and all recessed incandescent
fixtures to be thermally protected.
Exit lights "if electric" must be fed from an opproved
emergency service connected ahead of but not within main
service disconnecting means enclosure and installed as per
service requirements or be buttery backup type units.
— All exterior metal to be grounded per N.E.C. or applicable
code.
in coviiie$ used as return air chases, there shall be no
exposed romex and wiring should be ran in conduit/MC
type cables.
Electrical Riser
Diagram
NTS
00A
50�
2'-4 1/4" +32
e
5'-4"
5 +3
J
r
STATE OF COLORADO
DIVISION OF HOUSING
MAR u 6 MG
APPROVED
• 5
GFI, WP
,,,,b(;.-fiTii\ W/I71 CPI' ‘
ri, l'6,-
x
E
.4"
:u
9tiljkli4AR 0 3 2006
1D
Revision
Dote
C
U
s
T
0
MODULAR, INC.
2224 Bloomingdale Drive
Bristol, Indiana 46507
PH: (574) 848-7300
FX: (574) 848-1950
Scale:
1/4" = 1'-0„
Drawn:
BB
Dote:
2/6/06
Plot Date:
Mar 02, 2006
Serial Numbers:
06-11802-03
Approval Numbers:
Drawing Number:
195
DWG File Name:
06—,1 1802-03.dwg
Title:
Satellite Shelters, Inc.
10 x 50 Office (9'--9" x 46'
Sheet Description:
Production Electrical Plan
Page #:
El
TIE DOWN DETAIL AT MAIN I-- SEAM
ATTACH TIE—DOWN STRAP TO
MAIN I—BEAM WITH TIE DOWN
ENGINEERING GATOR BEAM
CLAMP #59011 OR EQUAL
X3150
LBS TIE DOWN
STRAP AT I—BEAM
APPROVED GROUND ANCHOR
INSTALLED PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
FOUNDATION
1, FOUNDATION REVIEW ANO INSPECTION IS TO BE PERFORMED
BY THE LOCAL OFFICIAL HAVING JURISDICTION.
2. CRAWL SPACE TO 8E VENTILATED AT 1 5Q. FT. PER EACH
150 SQ. FT, OF CRAWL SPACE AREA TO BE VENTILATED,
3. PROVIDE POSITIVE DRAINAGE UNDER UNIT.
4. PROVIDE MINIMUM CRAWL SPACE ACCESS OF 22" x 24",
5. PIER LOADS ARE SHOWN IN KIPS
6. 90 MPH WIND SPEED, EXPOSURE C PER 2003 INTERNATIONAL BUILDING CODE
7, UNIT MAY BE SHIMMED AS NECCESSARY WITH HARDWOOD SHIMS
BETWEEN TOP OF PIER AND MODULAR UNIT FRAME
3, MINIMUM CONCRETE STRENGTH SHALL BE 3,000 PSI AT 28 DAYS
9, 2000 PSF ASSUMED SQL BEARING CAPACITY.
10. GROUND ANCHORS ARE TO BE CERTIFIED FOR A MINIMUM
LOAD CAPACITY OF 4,725 POUNDS. THE ANCHORS SHALL BE
LISTED FOR THE APPROPRIATE SOIL CLASSIFICATION
ENCOUNTERED AT THE SITE.
5.8K
SEE TIE—DOWN DETAIL AT MAIN I—BEAM
5.8K
5.6K
5.6K
5.8K
SEE TIE—DOWN DETAIL AT MAIN I—BEAM
5.6K 5.6K 5.8K
{
PERIMETER OF BUILDING
STEEL PER INSTALLED PER
MANUFACTURER'S INSTALLATION
INSTRUCTIONS
24" X 24" ABS PIER PAD 8Y
TIE --DOWN ENGINEERING (PART
#59303)
GRADE
I'1 1
MODULAR BUILDING
:;:7 4
IV
11-
717411—
TYPICAL
='17411—
14'-3" MAXIMUM
TIE—DOWN SPACING
MAX,
3'_0"
3150 LBS TIE DOWN
STRAP AT I—BEAM
APPROVED GROUND ANCHOR
INSTALLED PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
TYPICAL PIER DETAIL MAX. LOAD 6.OK
N.T.S.
ABS PAD NOTES:
1.CLEAR ALL VEGETATION AND DEBRIS FROM THE AREA WHERE THE
ABS PADS ARE TO BE PLACED
2.GROUND UNDER ABS PADS MUST BE LEVELED AND EVENLY
COMPACTED.
3.PLACE ABS PAD WITH GRID SIDE UP, SMOOTH SIDE DOWN. CENTER
BLOCKS ON A85 PAD AND COMPLETE PIER.
FOUNDATION LEGEND
INDICATES BLOCKING TO
BOTTOM OF MAIN I—BEAM
INDICATES BLOCKING TO
BOTTOM OF COLUMN
INDICATES MINUTE—MAN OR
EQUAL FRAME TIE --DOWN
LOCATION AND DIRECTION
DESIGN LOADS
FLOOR LIVE LOAD = 50 P58
FLOOR DEAD LOAD = 1H PSF
ROOF LIVE LOAD = 40 PSF
ROOF DEAD LOAD = 7 PSF
EXTERIOR WALL
DEAD LOAD = 42 PLF
'Pts
sw
X 8 03.3
Co-Awf.,&A-tx
�
0?./
PROJECT NAME
GREGORY & COOK CONSTRUCTION OFFICE TRAILER
ADDRESS
1177 COUNTY ROAD 215
PARACHUTE, COLORADO 81635
NOTE:
THIS FOUNDATION DESIGN IS TYPICAL
FOR THE INSTALLATION OF FIVE (5) 1050
O/A OFFICE UNITS AT THE SITE
��r',rrrr�tii si sl II trt�� f
4o
r ••• CfroaR
L4 •*��,v+
DEMETER
•
•
• f • r
▪ • {�R lag*
•.-
NUMBER
i / 44
Low �-^�-
0
0
0
aC•I
z
0
AWING NO:
0
r^3
ua
0
0
N
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it
U
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SATELLITE SHELTERS,
4455 EAST 74TH AVENUE, COMMERCE CITY, COLORADO 80022
D_ESIGA LOADS:
* WIND
* WIND
*WIND
* SEISMIC ZONE
* 5011. BEARING
' IS .1000 psf WITHOUT A SOIL REPORT.
*EARTH AUGERS 4750# MIN. TOTAL LOAD CAPACITY ' •
- 3150# WORKING LOAD CAPACITY
P. A • t•
SAC INDUSTRIES
TIE DOWNS
ENGINEERED TIE DOWN SYSTEM
GENERAL- NOTES
15psf '(70 MPH EXPOSURE" C")'
25psf (85 MPH EXPOSURE"C")
35psf (100 MPH EXPOSURE"C")
4
1000 psf NOTE; MAXIMUM SOIL PRESSURE
* STABIL—X DRIVE ANCHORS-- 4750# MIN. TOTAL LOAD CAPACITY
'3150# .WORKING LOAD CAPACITY
* CONCRETE SLAB. ANCHORS-- 4750# .MIN. TOTAL LOAD CAPACITY
3151!#- WORKING LOAD CAPACITY
* TIE DOWN STRAPS 4750# MIN. TOTAL LOAD CAPACITY
3150# WORKING LOAD CAPACITY
TIE DOWN -STRAPS MEETS FEDERAL SPECIFICATION 00-5-781H FOR TYPE 1, CLASS 8
GRADE' 1 STRAPPING AND BE AT LEAST 1 1/4" x .035 ZINC PLATED.
1. THE CHARTS SHOW THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES AM-
ENDS
ENDS OF THE MANUFACTURED HOME.
2. COMBINATIONS. OF THE .D11 izRENT TYPES. OF TIE DOWNS CAN BE USED.
•3. FOR ALL TIE DOWN INSTALLATIONS, THE MANUFACTURED HOME CHASSIS MEMBERS
ARE SHOWN AS"T" BEAMS. (FOR ILLUSTRATION PURPOSE, ONLY)- CHASSIS BEAMS
CAN ALSO BE "C SHAPED OR "RFC"' SHAPED:
4. SIDE TIE DOWNS ARE REQUIRED ALONG ,THE OUTSIDE -CHASSIS BEAMS. :END TIE
DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE. SECTION -OF THE
MANUFACTURED HOME. -
5. END TIE DOWNS CAN BE LOCATED -WITHIN 18 OF EITHER SIDE 01 CHASSIS BEAM
AXIS, AND BOLT—ON TOP CAN BE ATrAcHEp WM-IIII Jr, TO 60" FROM END OF CHASSIS BEAM..
6. THE SIZES, TYPES, LENGTHS, ECT. OF- MATERIALS -SHOWN HEREON ARE MINIMUM. •
LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY SAC INDUSTRIES, INC. MAY
BE USED AT THE SAME SPACING AND LOCATIONS SHOWN.
7. ALL PARTS ARE COATED, WITH RUST RESISTANT . INDUSTRIAL . SHOP PRIMER.
8. THIS TIE DOWN SYSTEM MEETS THE REQI.I.IREMENTS:. OF- SECTION= 133.6.3 SUB --
SECTION (o).
STATE APPROVAL
ENGINEERED IEDOWN SYSTEM
• .APPROVED
SUBJECT TO CORRECTIONS NOTED
Aparovel does rrt outhorize or approve any an4ssion or
davlatida from requirements of aPalicshlr:
SAC IND. STABIL—X DRIVE TIE DOWN ANCHORS
#6013
#6005 #7000
#7001
P002
4002 PIER
BOLT -ON TOP
f7002
'S'
STRAP
WHOLE
#4002
• rim
X7000 i` STEEL
STRAP WY/ROCKLE
0005 SPLIT
BOLT & NUT
SEE DETAICA1
VERTICAL. OR ANGULAR INSTALLATION IS OPTIONAL
STABIL X DRW TIE DOWN
SEE' PETAIL" A"
INSTALLATION. INSTRUCTIONS
1. CONTRACTORS WARNING; CHECK FIRST FOR UNDERGROUND UTILITIES.
2. DRIVE STABILIZER PLATE INTO GROUND.
3. DRIVE CROSS RODS: THROUGH HEAD TUBES INTO SOIL AS SHOWN.
4. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN.
5. IF ANGLE OF SIDE STRAP IS GREATER THEM 60'. STRAP CONNECTION CAN BE
WADE FROM ANC{ -IDR TO OPPOS1TE CHASSIS BEAM.
6. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN
BOLT UNTIL STRAP IS SNUG.
7: #SCO2 ANCHOR CAN 8E USED WHERE HARO DR ROCKY SOIL OCCURS. IF THE
GROUND SURFACE IS OTHER THAN ROCKY SOIL. OR MINIMUM 2' ASPHALT. USE
STABIL-X ANCHOR OR ENCASE ANCHOR WITH tZ"x12`x12` CUBE OF CONCRETE.
8. WHEN (6002 ANCHOR IS USED FOR ANY REQUIRED ANCHOR -- (2) ANCHORS
MUST BE USED AT THAT LOCATION.
•
WIND= 70 .MPH - 85 MPH -- 100
MPH EXP."C" - SEISMIC ZONE 4
t REQUIRED NUMBER OF COMBINED ANCHORS FOR EACH
AND END 01:' 1EANUFACTURED HOME
WIDTH
LENGTH
WIND SPEED
SINGLE- `!O MPH OCP."C 15PSF
WIDE 0'--78' C"
85 MPH EXP."=25PSF
tO
16 100 MPH EXP.`C=35PSF•
SEISMIC
Na. OF SIDE
TIE DOWNS
No. OF END TOTAL No. OF
TIE DOWNS TIE DOWNS
ZONE 4 4
ZB
ZONE 4ONE 4 t.
2
2
12
20
28
DOUBLE
-WIDE
.3'0 _2Ei'
°
0'--78'
7.0_MPW.EXR C== .15P.SF
' ZONE<:4
4
..".41--&16-.17.17;-1.."451.i.;:
_s853(PH..EXP....1Cf=25RSF -•.
ONE- 4, .
8
-:'+0.1'1•x17.,:d07.4`71.
'
1.00� mpH.favCr,=35t-.SF
,• .ZONEa t..
12
.,'4:" --ice.
t1S2It'.., ..
TRIPLE
WIDE
'TO 42'
0 78'
7D.»MP}h :EXR. C SRSF
.ZONE 44-
4
785:MPH.
ZONE 4
8'
6.
28
100 MPH EXP:"C"=35PSF
ZONE 4
12
6
36
Nay-3V^GJ'JD 11:u1 rill
CO
DESIGN LADS:
*STEEL PIERS
*STEEL PIERS SHALL BE
BE LISTED AND LABELED
VERTICAL=6,000 POUNDS
.31EC
.J ♦/Jc,.,vv E.L JJ
Tr
INDUSTx2IES
STEEL PIERS
ADJUSTABLE STEEL PIERS & TOPS
GENERAL NOTES
6,000 L8, RATED LOAD CAPACITY
I8,000 LB. MINIMUM TESTED LOAD CAPACITY
COATED WITH RUST RESISTANT COATING AND SHALL
FOR THE FOLLOWING LOAD:
MAXIMUM
STATE APPROVAL
Approval of these plans does nat authorize or
approve any omission of or deviation from state
lows or regulations, or op icable local ordinances.
Approved byDate:__
State of dahlornia
Department of Housing and Camm i yut Development
• Division of Codes and Standards
&Mat/
SAC INDUSTRIES, INC.
3236-C FiTZGERALD RD.
RANCHO CORD0VA, CA. 95742
PH: (ROOO 77
7
CA
PACIFIC CONSULTING ENGINEERS
2150 BELL AVE. SUITE 145
SACRAMENTO, CA. 95538
PH: (916) 564-6028
�.u,y -. Cavuv
•
a...,LJ f,r, 4-r... J. N. _
SAC IND. EARTH AUGER TIE DOWN ANCHORS
#6005
#6000
#6006
- #7000
#7001 " #700
/4002 PIER
BOLT—ON TOP
ti70D2
7STRAP�
winotz
#4002
CHASSIS _, ..i
,,
,...0-
•• 1
#7000 7' STEEL
STRAP VI/BUCKLE
16005 SPLIT
BOLT & i{UT
VERTICAL OR ANGULAR INSTALLATION
AUGER T13—DOWN
INSTALLATION INSTRUCTIONS
1. CONTRACTORS WARNING; CHECK FIRST FOR UNDERGROUND UT1UTIES.
2. INSTALL GROUND ANCHOR INTO GROUND LEAVING 1x"-14' OF SHAFT EXPOSED.
3. PLACE STABILIZER PLATE NEXT TO SHAFT BETWEEN THE ANCHOR AND CHASSIS
BEAM, AND DRIVE INTO GROUND.
4. FINISH TURNING ANCHOR INTO THE GROUND APPLYING CONSTANT DOWNWARD
PRESSURE TO MINIMIZE SOIL DISTURBANCE, UNTIL ANCHOR HEAD 15 FLUSH WITH
STABILIZER PLATE.
5. ATTACH STRAPS TO CHASSIS SEAM IN MANNER SHOWN.
s. W ANGLE OF SIDE STRAP IS GREATER THAN 60•, STRAP CONNECTION CAN SE
MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM.
7. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN
BOLT UNTIL STRAP IS SNUG.
END TEE DOWN
END TIS DOWN
SEE CHART SEE CHART
a
0
U
w
W
tcg
L
\ 1
u
SINGLE WIDE
END lE DOWN
SEE CHART
#6006
STABILIZER
PLATE
IS
#6000 SERIES
EARTH AUGER
(TYPICAL)
OPTIONAL
v v v
DOUBLE WIDE
TRIPLE WIDE
SAC IND. CONCRETE TIE DOWN ANCHORS
#7000
#7001 #7002
0
#4002 •
#6OO5
#6003 #6004
CONCRETE. TIE --DOWN
INSTALLATION INSTRUCTIONS
#4002 PIER
BOLT -ON TOP
#7002
7' STEEL STRAP
-WITH HOLE
#6005 SPLIT
BOLT & NUT
CHASSIS
#7000 7' STEEL
STRAP W/BUCKLE
#6004
MEtY NGRFt
1. PLACE CONCRETE ANCHOR INTO WET CONCRETE, AND ALLOW TO PROPERLY CURE.
2. ALTERNATE CONNECTION REQUIRES #5 REBAR PROPERLY EMBEDDED IN CONCRETE.
FXt TING CONCRETE - A1500
1. CONCRETE MUST 8E A MINIMUM 3 1/2" THICK AND 1N GOOD CONDITION
2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 SQUARE FEET.
3. DRILL PROPER SIZE HOLE 1N SLAB. A MINIMUM OF 12" FROM ANY SIDE.
4. EXPANSION BOLT IS 8/8" x 3 1/2" WITH MINIMUM 2 3/4" EMBEDMENT AND
6,180 POUND PULL OUT, 7,160 POUND SHEAR,
CHASE CON _ECTIQS
1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN.
2. IF ANGLE OF SIDE STRAP 1S GREATER THAN 60', STRAP CONNECTION CAN BE
MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM.
3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN
BOLT UNTIL. STRAP 15 SNUG.
NOTE: SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS.
ENO TIE DOWNS ARE REQUIRED AT EACH ENO OF EACH TRANSPORTABLE SECTION
OF THE MANUFACTURED HOME.
NOTE: A COMBINATION OF DIFFERENT TYPES OF TIE DOWNS CAN BE USED.
SIDE VIEW
"c" BEAM CHASSIS
SEE GENERAL. NOTE #3
DIIULL 9/16" HOLE AT MID HEIGHT
OF BEAM AND INSTALL
1/2" 4307 BOLT
(TYPICAL.).
SIDE VIEW
"RFC" BEAM CHASSIS
SEE GENERAL NOTE $3
1
NIPC OR
#6003
ALTERNATE
CONNECTION
END TIE DOWN
NOTE: END TIE DOWNS CAN BE
LOCATED WITHIN 18" OF EITHER
SIDE OF CHASSIS BEAM AXIS.
CONTRACTORS CERTIFICATION
I CERTIFY THAT I HAVE INSTALLED THE SAC IND., INC. ANCHORING SYSTEM AS
PER THE INSTALLATION INSTRUCTIONS. I HAVE MADE NO MODIFICATIONS TO THE
ANCHORING . SYSTEM OR TO THE BUILDING' STRUCTURE.
COMPANY NAME: CONTRACTORS LIC. jI
1: t21L
JC 1.1.J.
BOLT --ON TOP
STEEL PIER
(6,000 LB RATED)
PLYWOOD PAD
(6,000 LB RATED)
• PIER DESIGN
Patent Pending
• STRONGER `.='
With new patented embossed leg
SAC. SYSTEM SET ..
(TYPICAL) . .
. NOTES
CHECK MANUFACTURED HOME SET UP INSTRUCTIONS
FOR --LOADS. AND LOCATIONS..• WHEN USING SAC IND.'
6;000 -LB. RATED PAD (960 SQ. IN.) OR EQUIVALENT-,
AND. SAC INDUSTRIES 6,000 LB. RATED STEEL PIER,
CHASSIS BEAM, SUPPORT SPACING CAN BE 8 FT. 0.C,
THIS SPACING IS- CALCULATED ON 1,000 PSF SOIL
BEARING VALUE AND SQUARE INCH AREA OF PAD SIZE.
• MORE STABLE
With new two piece wider base
• STATE APPROVED
Tes ted—Listed—Lab etdd
Stamped in Base Plate
*6,000 L. RATED
3-1 Safety Factor
• HOLES PRE—PUNCHED
In base for easy attachment
to pad or footing
�'• a \8 i \ .
aimOk
1))�i�
'3
AM
CHASSIS $B
SUPPORT
5,000 LB PAD
(i,coo PSF SOIL)
1
PLYWOOD PA»
#3234
32"
11
1(4446
\U,
MATING LINE
SUPPORT
..may ....
3v•
TIE DOWN ENGINEERING
IRON ROOT DOUBLE HEAD EARTH ANCHORS
Iron Root Double Head Earth Anchors with 6" helix,
engineered for installation in light to medium density
soil conditions,
Six per pack @ 42 lbs.
#2651
IRON ROOT DOUBLE HEAD, DOUBLE HELD( EARTH ANCHORS
30" Double Head Earth Anchors with twin 4" helix, engineered for installation
in medium to hard density soil conditions.
Eight per pack @ 41 Ibs.
#2650
CROSS_DRIVE ROCK ANCHOR
EspedaJy engineered for installation into solid rock within 1"
frombottem of anchor . - . . ignme achieved with
Swivel Tensiortinead. T • 30" x 3/4" Hi Ten e steel rods
are supplied w each an or.
Complete
Replacement
48" Cross drive - Arizona only
0lbs. #2600
#2666
#2602
a
STRAP BOLT
Required for the tensioning of
frame or roof ties with all
tension head anchors.
LA%11
/W#
APO
#2601
Page 156
119-1 /9&
rcuy—av—�vuc_
11: JJ 111'2 +..r'.n •.0 i i r•. +- VI. a. -_-
INSTALLATION
NFORMATION
Anchor Installation
1. Position anchor at a slight back angle (10') so that when fully
installed, the anchor head will be inside any skirting or side wall.
2. Install anchor to +1- 213 depth, then install stabilizer vertically,
within 3"-4" of anchor shaft parallel to wall of home.
3. Fully drive anchor. attach strap (see proper strap tensioning),
and pretension strap to pull anchor rod against the stabilizer plate.
4. Attach strap and pretension strap to pull anchor rod against
the stabilizer plate.
Angle Frame Bracket #59009
1. Determine anchorlstabilizer
plate location and bracket loca-
tion on l -beam to insure a 45' or
lower strap angle .
2. Drill a 1/2' hole in the
centered in the I-beam as shown,
Hole must be a minimum of 4'
from any edge of the 1 -beam.
3. Connect the two Frame
brackets (R & lw) with a 1/2' Grade 5 bolt and nut.
4. Attach swivel connector and strap to angle frame brackets
with 1/2" Grade 5 bolts and nuts. Tighten all bolts.
Gator Beam Clamp #59011
1. Determine anchor/stabilizer plate location and bracket loca-
tion on l -beam to insure a 45' or lower scrap angle.
2. Attach beam clamp np with 1/2' Grade 5 bolts and nuts as shown.
3. Connect swivel connector and strap to bolt nearest to anchor
with a 1/2' Grade 5 bolt and nut.
Electric Drive Machine Installation
1. nstallation whoa power drive!maxi ie isalways a two person operation.
2. Never wedge drive machine against horn or other immovable
object.
3. Always use proper electrical cords & power supply (see drive
machine instructions).
4. Attach anchor head to adapter on drive machine.
S.Piace anchor in proper position using power drive to tum
anchor into the ground.
Manual Anchor Installation
1. Dig holes to a depth of 2/3 of the anchor length. Install anchor
with rod or length of pipe for leverage.
2. Replace earth in hole alter anchor/plate is installed at full depth.
Pack dirt with a tamping rod every 6 inches of fill.
3. Testing may be required in loose soil conditions to check that
anchor has proper holding power.
Important ,'-' .°^.'
Anchor mus"ltbe installed tu`:fu(Ehde 2 " f
be at gruunif levet ot: at theeiitp afh 'G r i
is fully installed in grotnidiliv's :
Stabilization Plates
Class 413 Stabilizer Plate
17-1/2" x 13-1/2"
Black Paint: Part # 59285
Galvanized: Part # 59286
12" wide Stabilizer Plate
Black Paint: Part #59292
Galvanized: Part #59294
Quik -Set Stabilizer Plate
Part # 59291
ABS Stabilizer Plate
Part # 59293
www.tiedown.com • (404) 344.0000 • FAX (404) 349.0401
L TIE
DOWN 0
[ ��ilacrhri3G
rA4Fy J'J c.R J V V 1 L • V *J R3K+
INSTALLATION INFORMATION
Cross Drive Rock Anchor - MRA
Engineered for installation into solid rock within 1 in. from
bottom of the anchor base. Exact alignment is achieved with
the swivel tensioning head.
• Drill 518" diameter hole 5-112" deep in center of anchor
location, Insert pilot stud into hole.
• Drill two 314" diameter holes into the rock at 45° angles,
using the anchor head as a locating guide.
• Place rod through top and
corresponding bottom web flange
and into 45' hole. Drive rod into
rock. Rod must be driven into rock
at least 80% of it's length to
achieve minimum allowable
pullout resistance. Repeat using
2nd rod.
• Maximum pullout resistance is
developed when ground surface is
solid rock. Maximum distance
from lowest edge of anchor flange
to rock surface is 1 in.
Strap Buckle - MBU
• Thread T length of
frame tie strap through
strap buckle as shown,
•
Next, thread long end of
strap between frame and
Floor of home. Bring strap
through buckle as shown
in diagram and fasten to
anchor head.
1
• Diagram shows strap in
position around frame and
through buckle. It is
important to remove all
slack from system.
X -Plate Anchor
X -Plate for Soil Class 2
2 - 23132" x 30" rods
included. Part # 59118
Frame Clam
with Strap
`r; Beam Frame
-
�.r r If this angle exceeds 45; an additional
t� frame clamp (hook) must be attached to
45 • Y the apposite beam as indicated by the dotted fine.
Ground Level
A Stabilizer Plane must be installed an an frame Ties
(or alternate method of stabfllzrng ground anchor.)
Sefect proper anchor for sol# conditions using
the Soil Test Probe.
Frame Tie to Anchor
If the angle of the frame tie connection
is greater than 451' (as indicated by the
dotted line illustration below), an addi-
tional frame tie must be attached to the
opposite T beam frame member,
TIE DOWN ENGINEERING • 6901 Wheaton Drive • Atlanta GA, 30336
Atte
DOWN
EiIGlIIEERWG
n
I Z tLS
INSTALLATION INFORMATION
1. Refer to local, State, and Federal regulations prior to installation in order to assure compliance.
2. Soil Test Probe the anchor location prior to installation in order to match the soil classification with the..
proper anchorlstabilit<er combination.
3> Install tested and approved Tie Down Engineering anchor products.
Swivel Strap Connector (Best Option)
1. Frame ties attach with a s eivel frame connector. This
method provides the strongest and safest connection.
2. Attach the swivel frame connector beam hook to
the top of the I-beam from either the front or the back
side. The Curved or hook end of the beam hook
should be snug against the inside top l -beam flange.
3. Attach the swivel connector to the underside of the frame and frame hook with a 1/2" grade 5 bolt and nut This
allows the swivel connector to pivot and lock onto the I-beam.
4. Pull strap past anchor head 10 to 12 inches and cut strap. Insert strap into slotted bolt flush with the opposite
side of the slotted bolt. Tighten slotted tensioning bolt 4 to 5 full turns until all slack in strap is removed (Coffect
anchor must be installed as per ground anchor manufacturer's installation instructions).
Frame Tie with Hook
1. Attach frame hook to top inboard
location of T beam. (Frame hook
must be attached to frame at points
closest to floor support.)
2. Keeping in line with the hook, wrap.
galvanized strap completely around T
beam.
3.Thread loose end of strap through
slotted tensioning boit attached to
tension head of anchor.(Anchor must
be, properly installed into the ground
before proceeding
with step #4.)
Frame Tie with Buckle
1.install strapbyy pushing the end.
between the inside of the frame' T beam
and the floor.
2. Position the buckle at upper end of the
T beam frame. Wrap the end of the
strap around the "r beam. Thread the
end of the strap through the slot in the
buckle as shown. Push the end of strap
in-between T bearn and floor.
3. Pull the shap, making certak the
buckle stays in position. Thread loose
end of strap thru slotted
tensioning bolt attached
to tension head of
anchor. lighten slotted
tensioning bolt a rnkii-
mum of 4 to 5 full turns
until all slack in strap is
removed.
4. Tighten slotted
tensioning boit a
minimum of 4 to 5
full turns until all
slack in strap is
removed
wv.rw.tiedown.com • (404) 344=0000 • FAX (404) 349.0401
0
0
1.
j';SSI—JV—C\J\'I il.Mt
INSTALLATION
N FORMATION
Certified Galvanized Strapping*
HUD requires that certified strapping must meet ASTM specifi-
cations. have a minimum 0.30 galvanized coating and must be
marked every 5 ft...Tie Down strapping is marked every 12 in.
. Available with G60 or G120 galvanized coatings.
TIE DOWN ENGINEERING
CERTIFIED TO
ANSI A225.1 ASTPA D3953-91
DOUBLE THICK G-60
GALVANIZED PROTECTION
Anchor. Stabilizer
In order to prevent lateral movement of manufactured homes
subjected to high wind loads and to comply with HUD's Wli(nd
Zone !. ll, & ]ll requirements, all lateral frame ties must be
attached to a properly stabilized ground anchor, (Two approved
methods illustrated below.)
Stabilizer Plate Installation
1. Refer to any and aft local, state and federal regulations.
2, Use tate Soil Test Probe at the anchor location in order to
match soil lass with the anchor/stabilizer
3. Partially install anchor to allow 14' to 16" remaining above
ground levet
4. Utilizing oversized hammer, vertically install stabilizer plate,
nesting anchor rad in between formed channels on outside
of stabilizer plats (between anchor and frame).
5. Fully install anchor so that head is at the surface of the soil
(1" tolerance, if necessary) and pretension anchor until
touching stabilizer plate.
Strap Attachment
One crimp seal is used when strap is
attached to a sided bracket ora strap con-
nectro. if the bracket does not have a a
radius edge, a rad'>us dip (short 13" shaped
piece of strap) must be placed between the
strap and connecting point to protect the
strap from sharp edges. Verify state requ a-
ments for number of crimp seals required.
Strap Splice
iu
2 Seats - 2 Crimps per seal
To lengthen strap in the field, a double crimp seal splice i5
required. Overlap Strap approximately 12 inches and use two
crimp seals evenly spaced. with 2 crimps per seal
Proper Strap Tensioning
Cut
2-15 inches
1. insert slotted bolt into
anchor head. attach loosely.
Pull strap past bolt head and
cut strap so that 12-15 inches
of strap are available to wrap
onto the slotted bolt_
3. Using 15/16 wrench or
socket, turn the bolt, winding
the strap so that a minimum of
four to five complete turns are
made. and the strap is'.
adequately tensioned.
2. Insert tate strap end into the
slot in bolt until flush with
opposite side of bolt.
4. Hold the bolt under tension
while tightening the nut,
drawing the head of the bolt
into the recess. After the bolt is
within the recess, continue to
tighten the nut until securely
fastened.
Tip: TIE OOWNi'S SPEED WRENN cuts time
required to tension strap in ha111
TIE DOWN ENGINEERING • 5901 Wheaton Drive • Atlanta GA, 30336
TIE
DOWN
ENLIMEERING
0
040
r
J. i • v.. i�...
INSTALLATION INFORMATION
Patio Slab Anchor
This anchor is designed to be inserted through a 314" hole
drilled or formed into an existing concrete slab.
- Concrete must be a 2500 PSI minimum
slab with 4" minimum thickness and 616 x
10/30 wire mesh or fiber mesh installed.
• Concrete slab must allow 4725 lbs of
vertical tension on anchor without lifting.
This assumes that the concrete weighs
150 lbs,per cu. ft.
• Minimum distance from the anchor shaft
to one edge of the slab is 4 in. from one
edge and 2 ft. from any other edge.
• If installed in a 4" slab at minimum dis-
tances from edges, an additional layer of
616 x 10/10 mesh is recommended.
Concrete Anchor
The MIJ2 is designed to be installed into a concrete slab at
the time the concrete is being poured.
• Concrete must be a 2500 PSI
minimum slab with 4" minimum
thickness and 6/6 x 10/10 wire mesh or
fiber mesh installed.
• Concrete slab must allow 4725 lbs of
vertical tension on anchor without
lifting. This assumes that the- concrete
weighs 150 lbs per cu. ft.
- Minimum distance from the anchor
shaft to one edge of the slab is 4 in.
from one edge.
• if installed in a 4' slab at minimum
distances from edges, an additional layer
of 6/6 or 10110 mesh is recommended.
• Slab must be 8 in. minimum,thickness at location under
any anchor to allow 5 in. embedment of anchor "J" rod.
Concrete Slab Anchor
This anchor is designed to be bolted to an expansion sleeve in an existing concrete slab.
- After reviewing restrictions listed to the right, drill a
5/8 in x 3 in. hole in the slab where the anchor head is
to be located.
• Place steel expansion sleeve over bolt and place into
the drilled hole.
• Place the washer onto the expansion bolt
• Thread nut onto expansion bolt and tighten until
maximum expansion of steel expansion sleeve has been
achieved.
• Remove nut and washer and place anchor head aver
exposed bolt.
• Place washer and nutonte bolt to attach anchor head,
tighten nut.
• Concrete must be a 2500 PSI minimum slab with 4'
minimum thickness artd 616 x 10/10 wire mesh orter
mesh installed
• Concrete slab must allow 4725 lbs of vertical tension
on anchor without lifting. This assumes that the
concrete weighs 150 lbs per cu. ff.
• Minimum distance from the anchor shaft to one edge
of the slab is 4 in. from one edge and 4" from any
other edge.
• if installed in a 4' slab at minimum distances from
edges, an additional layer of 616 or 10/10 wire mesh or
fiber mesh is recommended.
wwt+t.tiedown•oom • (404) 344-0000 • FAX (404) 349-0401
TIE
DOWN
0.1
0
1'LUy'"JV""CsVVV 11:V7 ilg
c7U tC 3.11l.0 J1&C'lt#Ci
Anchor Chart
Soil Test Value
Class (in.Ibs.)
Recommended
Anchor / Stabilizers
TDE Part
Number
NiA Cross Drive Rook Anchor
59110 & 59111
Blue
30" X 5/8" rod / 2 - 4" helix 59090
30" X 3/4" rod 12 - 4" helix 59095 & 59079
550 lbs + All anchors above must use one of the following:
12" Stabilizer Plate 59292
Quik -Set Stabilization Plate 59291
Yellow
350 to
550 lbs.
48" X 5/8" rod / 1- 6" helix 59080 & 5981
48" X 3/4" rod /1- 6" helix 59085 & 59094
36" X 3/4" rod /1 - 6" helix & 1- 4" helix 59250
The anchors above must use one of the following:
12" Stabilizer Plate 59292
Quik -Set Stabilization Plate 59291
30" X 5/8" rod / 2 - 4" helix Deepset 59091
36" X 3/4" rod / 4" & 6" helix Deepset 59092
4a
Green
275 to
350 lbs.
48" X 5/8" rod /1 - 6" helix 59080 & 59081
48" X 3/4" rod / 1- 6" helix 59085 & 59094
36" X 3/4" rod /1 - 6" helix & 1- 4" helix 59250
The anchors above must use ane of the following:
12" Stabilizer Plate 59292 =-
Quik -Set Stabilization Plate 59291'.
ABS Stabilization Plate (Florida Only) 59293
36" X 3/4" rod / 4" & 6" helix Deepset 59092
50" X 3/4" rod / 4" & 6" helix Deepset 59093
4b
Red
175 to
275 lbs.
60" X 3/4" rod / 1- 7" helix
The anchor above roust use one of the following:
17 -1/2" Stabilizer Plate
ABS Stabilization Plate
b r-. 4 E L, cipa1 ma re tiwre.a s ecl etanclaer fay.
on = Gi:eck ici'caf aid SfateFre ula�ti
hr-
"
59099
59285
59293
TIE DOWN ENGINEERING • 5901 Wheaton Drive • Atlanta GA, 30336
www.tiedown.com • (404) 344.0000 • FAX (404) 349-0401
Soil Classification Chart
Ground anchors are designed for different soil cta5sihcat'sons: longer models for loose soils, shorter models for harder soils. Prior to
installing any ground anchor model. the soil must be tested (with a Soil Test Probe) in order to match approved ground anchor'rnodei
with site soil class.
WARNING: Before ground anchor installation. determine that the anchor locations around home will not be close to any underground
electrical cables, water lines or sewer piping. Failure to determine the location of electrical cables may result in serious personal injury,
Soil Test Probe
The Soil Test Probe is used to determine the soil conditions, below the surface near the anchor's helix_ Using the Soil Test Probe will
ensure maximum anchor holding strength by indicating the proper anchor model for each soil condition.
Using the chart provided, a probe reading can be converted to the recommended anchor for every soil condition.
instructions
1. Place probe tip into ground where you intend to place the anchor. Using a 15115' hex socket with a ratchet or breaker bar,
rotate the probe in a clockwise direction. (An electric drive machine with an adaptor head may also be used)
Z Drive (rotate) the torque probe into the soil until reaching a depth equal to the length of the anchor being installed.
3_ To determine the soil classification:
Place wench adaptor onto torque wrench.
• insert hex portion of wrench adaptor onto the earth probe_
• Support probe shaft with one hand, while rotating probe steadily with the wrench. (Do not exceed 500 in. lbs.)
• Read the torque wrench while rotating probe clockwise.
• Use the soil classification chart to cross reference probe readings. Color codes match those printed on Tie Down's torque probe.
4. if probe reading does not match the anchor for that depth, rotate probe to next anchor depth and check reading. Continue until
reading on probe matches anchor length for depth of reading.
5. To remove probe, use wrench or electric drive machine in reverse (counter clockwise).
Soil Test Value Soil
Class On. lbs.) Description
4b
N/A Sound hard rock.
550 ÷
Very dense and/or cemented
sandscoarse gravel, cobbles,
preloaded silts, clays and coral.
350 to 550 Medium dense coarse sands
sandy gravels very stiff silts
and clays.
275 to 350 Loose to medium dense sands,
firm to stiff clays and Silts,
alluvial fill.
175* to 275 Loose sands, firm clays and
silts, alluvial fill.
` Below 175 in. 1115.. a professional anguli si Rik) he. mist aced
NOTE? ci'f tti r,�un cipaiity may require
: a=.sp. - k' - houtn for each soil
class c'a �, . 3 '"i7 wreguiations first.
TIE DOWN ENGINEERING • 5901 WheatonDrive • Atlanta GA, 30338 (TIE
www.tiedown.corn • (404) 344.0000 • FAX (404) 349.0401 DOWN
600 in. lbs.
Torque Wrench
S' Earth Probe
Wrench Adaptor
0
•0
...v c.....f .. -a.s i.e ass.
DEC -11-2002 WED 10:11 / ti WESTLA ND DIST. INC,
FAX 110, 3032373677 P. 04
TIE DOWN ENGINEERING
INDEPENDENT . TESTING BMUS
MODEL *ULTIMATE *WORKING SOIL TEST
NO. DESCRIPTION ION OF TEST STRENGTH LOAD CLASS DATE
MIZH VERTICAL PULLOUT IN MOIST SILTY CLAM 6.133* 4109* 2,3,4 9/15/92
(5/8"at3/41 TEST PROBE TORQUE VALUE BETWEEN (AVG.)
Z00-349 INCH POUNDS
MI22 VERTICAL PULLOUT IN SILTY SAND AND GRAVEL ' 5,733# 3841* 2 9115192
(5/8"43/41 • TEST PROBE TORQUE VALUER* INCH FOUNDS (AVG_)
AND MORE
MRA VERTICAL PULLOUT IN LABORATORY FIXTURES 5,567*• 3730h 1 312/93
FOR SIMULATION. UNCONFIRMED ROCK WAS NOT
AVAILABLE
MLCS2 VERTICAL PULLOUT IN 2500 PSI CURED 5200* 34E4# NA 3/24/94
CONCRETE TEST STOPPED AT 5,200 POUNDS.
MI)2 VERTICAL PULLOUT IN 2500 PSI CURED 5.2000 3484# NA 3/30194
CONCRETE. t cSt STOPPED AT 5,200 POUNDS.
mai V>:R,TICAL PUUd3UT IN 2500 PSI CURED 5,200* 34840 NA 3/30/94
CONCRETE, TEST S'TtJI'PED AT 5,200 POUNDS.
M12H64 VERTICAL PULLQUT IN SILTY CLAY. i eS 1 Pi€OEE 5,200. 3484# 3,4 10/6/93
(59250) TORQUE VALUE BETWEEN 200-340 INCH P01Yr405
ML 45 DEGREE PULL 014 STABILIZER. PLATE IN 'S1TTY 6.067* 3484. NA 815192
(59292) CLAY. TEST PROBE TORQUE VALUE BETWEEN (AVG.)
200-349 INCH POUNDS.
H607 VERTICAL PULLOUT IN SILTY SAI4D. 6633# 4444* 2,3,4 5/22/95
TEST PROBE TORQUE VALUE BETWEEN (AVG.)
1.75 - 275 INCH POUNDS
NOTE: ALL ABOVE TESTS WERE CONDUCTED BY ATEC ASSOCIATES. PRODUCT TESTING, INC. AND OALLET scz
ASSOCIATES. THE INDIVIDUAL TEST F.ESUL`1'S WILL BE MADE AVAILABLE UPON REQ11E5'D PLEASE
FORWARD YOUR REQUEST POR THIS INFORMATION TO:
TIE DOWN ENGINEERING
59171 WHEATON DRIVE
ATLANTA, GEORGIA 30336
NOTE:
Minimum Factored Load (Ultimate Strength) is 4.725 lbs
Minimum Nominal Load (Working Load) is 3,2001b5
NOMilial Load: load specified by code or standard; usually defined with reference to some possibility of being exceeded.
Factored Load: the product of the nominal load and a load factor.
Load Factor: a factor that accounts for unavoidable dev[acions of the actual load from. the nominal value and the uzntestaht--
ties in the analysis that transforms the load into a load effect.
15
nLay
I. J- L1A1 WMF t•w .�+i rti„ �a��..w v.....
111Y-13-2004 THU 0838 1111 NESTLAHD DIST. INC,
0,938
Model MHT6
Part # 59185
1 1 c Dom E
Model. 59
IFI " �N
0.625
12.01 Before Forming
"/S Dia. Hoke
FAXNa 3032373577
Tf5G` me AWM L{A)
/61.; ,A)i15
P. 01
Note:
Material:
Bucky: ASTM A-36 PIRA 9Ga,
Strap: ANSI A 225.1 (0.035' Min,)
1 1/4' x 6 Ft Galvanized. -
Strapto,rked Every 12" As Per:
Tie ppwn Engineering
Cert[Pied To ANSI A 2225.1
Ped. -Spec. QQ-S781-8
ASTM D3953,91
Tie Down Engineering
5.AD Vileeion Drive AttanTo. Geargo-30336
TITLE rtt36tgt t4•tr6 Frans. Ties
Fora itucctier 59195
staff Non
u�sc. uo. 59185
Model MLATSTA
1<1#5 Part # 59292
�
stamp Each Part
1/$ Talk Character -s
Position As Close To -{II
Radius As Posstiote
A1/4\
425
10.435
5,
2.00 X. 1125 X 8GQ.
A\
Section A -A
0.313
3
9-23-93
Nate Koved, IL25 WQ$ 11.50,
1125 Was iit375O' Nota chgo,
E
t3-20-93
Part Redesi4ned
L
7-5-93
Par{ Redesigned
MARK
DATE
REYISIDN
Tie Down Engineering
S to,bi zer Plate
5-7-93
Model No, MLATSTA
Drawing No. 59292 .
riU y J J Cs 4 V 0 J. J. : J. J. tu'i
r
KAY --13-2004 THU 08:39 NI NEWS ND DIST, IMO.
FAX NO. 3032373677 P. 02
Model MHI000
1 1/4' X D.037' (Am)
Strip Marked Ehm^y 12•
TIE DOWN ENGINEERING
CERTIFIED TO ASTHH D 3953-91
FED. SPEC. CU--S781-H
0
. lode{ No.
en9'th
ClallMEIIIIII
�K
M
MS42
42'
MS60
60'
MS600
600'
Tie Down Engineering
Galvanized Strap
3-12-93
Drawing No. MHI 000
Model MLFT
Part # 59188
Inste€�ftaut f (uNiwx:
1.1natadt Boli, W%aw*e Ma k ut Thouph Erse Frame €ice,
Raza to And Cpz (R). 43 ShaN,a
2 entre AZStmtply Over Laser rie ss rM Tntke Seam, (Po ition
c€FQ; k'eave The Renga And The Base Hots Nee.)
3.Tignieh The i4Citatr5 Tp 23-30 MO*,
4,AR-Ot f 71st SlAip Ta the aaWuC;Cit ground AALiiar.
1;eeetainp The Proper tesionalfa;€ Instructions.
riOrgt
tmigr91i:
End Prone Tlrr 413.I•C€0.1 9Gq•
:>:ray ANSI a al.: 42035" too
1 1/4 w 7. FT. Gatvayvzed.
rrnpK f a reeeey 12' n•- Pee,
Door,Ile
Gert11Teer T4 ANSI tt •
Fret. Saes, 00-81e1-8
4-SFn o90315i
Tie Down Engineerinc1
iKf VM.ftle JW— newi4 r•Nw 46/ft
,mr s1 M frw 1.
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1141y —J V — V co
1J. . 1G 111.1
4 ., c i i 1 10.• • v
DEO-11-2002 WED 10:12 Alf WESTLAND DIST. INC. FAX NO. 3032373577
ADJUSTABLE STEEL TOPS
BOLT ON TOP
#4002
•
SCREW ON TOP
rY,4.095
P. 07
"L' TOP
X4003
ANGLE TDF
4005
SADDTY TOP 1 11" SADDLE TOP
/4000 4011
INSTALLATION' INSTRUCTIONS
¢4.000 - PLAC"SADDLE TOP FLUSH AGAINST MAIN CHASSIS BEAM ANO OR MATING L1Nr - MAXIMUM HEIGHT
ADJUSTMENT OF TOP IS Z' .
4001 - 1 1' SADDLE CM TO 3E USED 0! MATING LINE SUPPORTS, PORCHES AND DECKS -- ATTACH TOP OF
PIER WITH 2rid 3/4" NUT - MAXIM1N HEIGHT ADJUSTMENT OF TOP IS $"_
# 4002 ATTACH 30LT ON TOP TO T BEAM WITH (4) 3/a" BOLTS ANO NUTS - WITH 2nd 3J4" NUT, ATTACH
BOLT ON TOP TO PIER - MAXIMUM HEIGHT ADJUSTMENT 07 TOP 15 2
#.003 -- PLAC "L" TOP FLUSH AGAINST MAIN BEAI.I - ALTERNATE "L"- TOP DIRECTION EVERY FH=R FIER -
MAXIMUM HEIGHT ADJUSTMENT OF TOP IS Z. -
#4005 - PLACE A14CLE TOP FLUSH AGAINST MAIN BEAM ("C"SEAM ar"rRpC"ODA) - MAXIMUM HEIGHT
ADJUSTMENT OF TOP IS 2".
#4006 - ni ACF SCREW ON TOP TO MAIN CHASSIS BEAM WITH (A) #12 SMS TEK SCREWS, WHEN USED AT
MATING LINE AND OR F-ERI1,4_T R, ATTACH WITH NAILS OR SCREWS. MAXIMUM HEIGHT AOJUSTM-4T
OF TOP IS 2".
\\irik•'-)11 1111111b
SIOYNTI.., FLOOR
\411416\/
JOINT SUPPORT,
RV STABILIZER
iit., jfr'Vli AI. : I J art
DEC -11-2002 WED 10:
PCrrnaR?M Ident Lwin
"IFC Thi, 5!da
1.1 J.
AK WESTLAND GIST. INC,
1/T Ma. 4/6' Lem] Rwod ttaoa F.0
Worded tltdyr To 17CaRe nth 5/15-
C at
/1E"
Cross Dr.,o Reek Xlsehoc W1b
Wit BGo. Steal
FAX NO, 3032373677 F. 03
3,,Ar FOlot Went Ranson Of war,
3/ice Vo.. x f Aad k.• 4LI 5t.41 Rad
(0.715r 54. X tr.IWu1*. tY'q.)
c4: kO
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6
a
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kat&: gCa. SUM]
Rack airhar Piot Scan
5/&C t., X Ir Lang
x^3RN Shot Rad
4tstaitatimr nstrut1 5
Gus air mo. Nate 5 1/5" Baty ft,. mot Stud
4sert Piot 5lv1 WO WOO
Or%t 2-4/ Tot. Hra 1 44 Reek At 45 D oe; Mgtrz.
0111103 +aciror Maid I4 A locating Cu6tl.
Pipet Rea "Otto* Tap le Cartnpdnp;n� $dn Web
Franga 4 tots H 4'. Drive Rod TO Rasua
ana Oopt1. %Rad
Meat O. Drax Paw Rack At trait tt Ot 1W teaetn at
Or Tg Ac1tir..4 Warimum A41 wabio Pnno,t Raemteneaj
Pkoe ;celled Red %dugh Remairiog Top & t;crtcopardlrg
Battarn W h }teams L low Nate. !rive Rao To anima
O:.par To l.act.
tkatmtaot Preleat Rest*Anxe 1a 0cr0e00t0 W11m
Mawr Kota 1G AS lair Pd Pbtilble Md Glatmd
Swiota b Sad R41l !%%Banco From !.await Raw Or &Atom
Flange Ta Rack SUTiatt $1011!0 Scat Exceed r Smrhi.
Model MRA
Part # 59110
1/Z' MO. x S/&i' Lang i ANftd Htao R;.ot
%redid tinder Tay clange ehlb ,S/1 E' ,;.at
trr= O444 R00 Wlr.'tOr WOR
Nat'l `et. 5imar
3 f t r Frig Wald saloon 01 WO
3/t Dim x 4T read 41-31M Steal Rad
071ormix, x O .vextat. via.)
Madel MRAX48
Part#59111
Craaa Ouse Ronk Meteor Frage
nary sea $t941,
Roca Aml,ar Riot R+rd
sir Dia x &` tong
A -35u Stam Aad
Note.
Material,
Ra�.f�«'+t-�1ASTM A-3611!1!% 3/e Din.
Ht-ASTI4 A-36 Had $iia.
Web -ASTM A-36 Fuld 3Ge.
Ftartgo-Aram A-36 mita 9Ga,
Tu1;sh-Burk Pn3trk. ,
Tw Down Engineering
WA wiu. tow.. 1...o. N.*
nos 1S.--otrn ? .wa....
Ntrrre 1`"`'a S91LB�
1144tall0114141 4' 'Nuiarll,
an'n 5/T Oia l{ote 5 VT ,sop sat Ftot aka
!Mart Rtal Styr/ foto ttata
44a x 3/A' !tip. Holds m Roth At et pagra1s rksgta.
l5o419 Moho tkaf M A farming Gaea
Flue! RCd TRrotgh Tap & G4rrtrtpeedmq Honed! Woo
nolo & me 1111141, brava Red 1'a Ba.iras€ • Dnotta (Rad
rat 8a pavan rota Rack At COW 004 Cr tl4 Ld.ist%t ]n
Orr/or To augem 55i,000 AI4.42t9 FrialOg StiiMtraea.i
Pure &dean Ria thn1vgt ttarlsainlseg Tao & Gc1r1ioonalo4
Bottom vat Awe FC :me Ws. ttivo Rad TA aaiirat
Prp0, To Luk.
l0,h11 o Rullo41 Resistance IS Pm•etppod 40ran
Arithar
RAirdii 10 WO lu Passdrta Arot !(51110
&alar, 14 Ba14 gook. Tretooce From la..mi Eo o at Hottpm
;longe To ttoet, S,4 w1+. 50.4,wo Rat &tr..e4 1 flooh).
(hotel
Material:
Rod -ASTM A-36Mnd. 3/4' Dta.
Head -ASTM A-36 Piaci Ma.
Web-AST'1 A-36 Mull 95a,
Fkinge-ASTM A-36 Mild 9Gc.
Posh -Mack tack Paint,
Tie Down Engineering
gyy 14T.ai0a q�'... .100116. Getr4l Trois
1111E twat 1,144418. Sola mora yeAV 4114. 60ehar
yari rrar.r
s"r None j 14 . ra 59111
installation instructions for ABS- Pads Far
.Manufactured Homes From ie Down Engineering
1. PeA� spaciftll Mel)! l)! . amordeqoa wit the Home Manufactures installation Manual and/or State or Local requirements.
nor all eGe don OISL iiLbSA7 f of She ama where th ABS
�1 pads am to be placed_
3. 8:-w ;d L3,irr ABS aads mus; be leveled and evenly compacted.
4. ?,acs AtiS pad -rtiln grill side up, smooth side down. Ci:nter blocks an ABS pad and complete (rias.
Grouno
Level
wRotre
Unlevalrr.-r e.Ort q 3,prswtied 3v`li
C7aiieczion is measured from the higtiev point to
- the lowest pOttlt or the top side of the pad.
Max. 1I8"
Deflection
rIt pa die mbre ti parr 11 p .r
-,Kte€-inStc tect
kiciftffeS.clead toa cr543. 4 # C.:
Pcoinc,It fs ir,rrsr?
Pad Bearing Capaetty
Alis Pap
t• Size
Parte
fittta lbs.
Sail
2000 its.
Soil
3000 tbs.
Soil
14" X le-.. ? S. ti
2a0 Si, In_
55700
2;000 :as_
$yuuY lbs.
&,000 lbs.
il" r. 22.5" -2.5 Sq. Ft.
250 Sq. in.
59301
2.300 ins_
51400 its.:
7w00'.!:."'.
1?" z z5••- 3 Sq- Ft
432 Sq. in.
56302
7,01)7 Ibb.
6,O00 lbs.
k« y
r 2,4" n `_.. - . 54. Ft
{76-f, in
3..zu t
4;000 lbs.
8,000 jigs.
r,tA
iggituf Hetes:
Aryl c^figtraTion a me may be used to replete a home manuiacturer's recommended =mire ^r m ;=;E, r'r• 1W`e"
it ~ egg*
int maximum toad at ary:mermeatate salt valrre may be lete ineec aS the average of thenext rawer and rIxt 13;^hef ' +;� iY•
3 i . iiuE lor= lit i3::,' aE Ufe taiile
3. Pea.' ste..s 4.I. ,tiw:..4.m Gilt m IIal y s;iy. :Ey.
iji erns nazenti'bie tn truer i+-nnmt,, tins ago rnur; t,;.v yt ems[ ,: ttt trust a n2 c Lula, Rwc at Ski;i ;nn e;:..5 vi irCSt.
Reter .a 4CSSCStAt73t 2?5.1 "Mans/sawed Hcirte cathis,atratinrm',
Double First Course
, c
;'-art Nun! 3: =:.339
SIG -+--5901- hea-terr Dritre -A ar ' ter-
_ 404r34• C elai FAX(4rlaT. F9 47-40
EnCana 01-&-easlUSAIhm
EnCana 011 8408e.(1.13?N) Inc. tel: (970) 285-2608
2717 CR 215 Suite 100 (970) .45-2q91
PereChute, Q0431635 brenda:linsietheencton e ana.
ww.v4,ericar0:tom
April 17, 2006
Ed:c-OOley.. •
SOIVa)(CherriiOala;tno.
HES Manager
2717.:CR215:
ParaOhOtei CO:1310:
Pear Ed:
EnCana Oil and Gas (USA) Inc. (EnCana) plans to construct a 36 -inch diameter, buried, natural gas
pipeline (Piceance : Gathering Pipeline) from 'EnCana!s existing Roan Cliff 'Station hear Parachute,
Colorado to a termination point at the Meeker .Gas PlantinRio 'Blanco, COunty .00Iorado, EnCana vvill
submit a Development Plan to Garfield ,County for approximately 28 Miles of construction activities
located Within Garfield County. The Development. Plan includes ,a description of the construction yard,
which will be located on lands owned by Solvay Chemicals inc.(Solvay) (farrne4. American So0a). in
Garfield County,
Garfield County has requested that EnCana provide, a copy of the surface, use agreerrient between
SOIVay and EnCana. Since the surface use agreeinent is not finalized, the County will accept a letter -from
Solvay confirming that negotiations are in profess. If 11 is agreeable with please sign below and verify
that .Ericaria has entered into these negotiations with Solvay .and Solvay intends to allow EnCaria, to
utilize a portion Of their prepatlY for a temporary construction • yard during construction of EnCana`s
Piceance Gathering pipeline,
Thank you for your cooPerati hiS matter,
Sincerely;
Sterida Linster Herndon
Permit Coordinator
cAlAkca'n
Acknowledgement:
Solvay has entered into negotiations with EnCana that will allow EnCana to utilize a portion of aur
property for a temporary construction yard during construction of EnCana's Piceance Gathering Pipeline
Project.
Ed Cooley
HES Manager
Solvay .Chernicals, Inc.
Parcel Detail
Garfield County Assessor/Treasurer
Parcel Detail Information
Page 1 of 4
Assessor/Treasurer Property Search 1 Assessor Subset QuerI 1 Assessor Sales Search
R.cprcip, ,,.Re.ception ,,,,,,,,,,
Basic Building Characteristics 1 Tax Information
Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail
Land Detail 1 Photographs
Tax Area
Account Number
Parcel Number
Mill Levy
026
R005391
240902200148
36.756
Owner Name and Mailing Address
AMERICAN SODA, LLP
C/0 ITM SERVICES
PO BOX 672346
HOUSTON, TX 77267-2346
Legal Description
SECT,TWN,RNG:2-7-96 DESC: A TR IN
SECS 34 &350FT6SRGE96W&
SECS 1-3 OF T 7 S RGE 96 W CONT
998.98 AC. EXCEPT THE ROW FOR CO RD
215 AS DESC IN 657/419,
658/762,702/411-435,714/01-13.
EXCEPT A IR OF LAND CONT. 45.28 AC.
AS DESC IN BK 1187 PG 176.
PRE:R260370 PRE:R260092 AND/THRU:T
TO:R260054 PRE:R260337 AND/THRU:&
TO:R260345 BK:1130P0:972
RECPT:545908 BK:1130 PG:971
RECPT:545908 BK:1130 PG:970
RECPT:545908 BK:1130 PG:969
RECPT:545908 BK:0641 PG:0759
http://www.garcoact.corn/assessor/parcel.asp?ParcelNumber=240902200148 5/30/2006
No
Assessor's Parcel No
1 BUI ia PERMIT CARD
Job Ad ress _\ `r7 7
Owner. •
21 C.0 .. cLL L.LL Address
Contracto 1 sti Gi? ( rti Address
Setbacks: Front RH
C—C) �, erQ.�- dC INSPECTIONS
Soils Test
Footing
Foundation
Grout
Underground Plumbing
Rough Plumbing
Framing
Insulation
Roofing
Drywall
Gas Piping
Date
-Opp-co-143
NOTES
Phone
cit} �► ..agsk-cP
Phone #
LH Zoning
Weatherproofing
Mechanical
Electrical Rough (State)
Electrical Final (State)
Final /Checklist Completed?
Certificate Occupancy #
Date
Septic System #
Date
Final
Other
(continue on back)