HomeMy WebLinkAboutApplication- PermitJob Address
No. 6584
GARFIELD COUNTY
BUILDING, SANITATION- aniPLANNJNGDEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado $1601
(303) 9454212
0210 Cotton Hollow Lane, Cotton Hollow, Lot 10, Carbondale
Natureofwork Building Permit
use of Building Single Family Dwelling Unit
OwnerPriscilla Datel
Contractor JM Building & Design
AmountofPernutS 1,958.96
Permit: 1,187.25
Plan : 771.71
Paid $729.46
Date
January 7, 1998
S. Archuleta
Clerk
GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS). COLORADO
TELEPHONE: (970) 945-8212
Applicant to complete numbered spaces only.
PERMIT NO,
65-89/
INSPECTION LINE: {970) 945-9159
PARCEL/SCHEDULE NO.
JOB ADDRESS: 4=2/06--c;14--e-631-2"L c j 'a1AL.
1
LOT NO. 1 0 BLOCK NO. SUBDIVISION/EXEMPITON Co at t
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DESCRIBE WMAi �W ' S1lakoC 2A L_ ` 'QST' �_11.V '—'re U'ii .e00
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CLASS OF WORK: ANEW DAOOrrION SALTERATEON 9 MOVE oRPM1IONE
9
71
GARAC7: jn 00� uSES(R.E', nDOUBLE CARPORT: +MSWOLE EDOUSLE
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DRIVEWAY FERMI )(ON SITE SEWAGE DISPOSAL (SEPTIC) Mil PLAN
7ALUAI70N OP WOR/S Acme ED VALUATION:
r •'1/ Z 7._.4-- r 44"
SPECIAL CONDmONS: J! / y/// ‘,,6 O7r_/
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2S44 S - , S
- 903- & 04
NOTICE
A SEPARATELECTRICAL, PERMIT IS REQUIRE➢ AND MAST BE ISSUED BY THE STATE OF
COLORADO.
- 77/. 7 /
PLAN CHECK FEE: /
/
RMI FEE:Fr 7 r
I
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED
IS NOT COMMENCED WITHIN ISO DAYS, OR IF CONSTRUCTION OR WORK IS
SUSPENDED OR ABANDONED FORAPERIOD OF ISO DAYS AT ANY TIME AF'T'ER WORK
IS COMMENCED.
TOTAL FEE ,0O DATE PERMIT ISSUED:
J 1 9 ,' /- ` 9' 7
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT_ ALL PROVISIONS OF LAWS
GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
AUTHORITY TO VIOLA CANCEL THE PROVISIONS OF ANY OTHER STATE OR
OCC: GROUP: n CONST: TYPE:
J/'j 3 4/7� j
I `CAL LAW
.
..isle MON.
ISR
REGULA r r -G CONSTRUCTION OR THE PERFORMANCE OF
_Jek, 346'
N'SSItt
ZONING
it'' , Date I q !q
SETBACKS:
�, =ture of Owner Contactor or authorized agent h d un
notice above. /
f f r MAN. HOME:
C j,fU
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ISDS NO. :E J {l (f U
Building Dept Approval/Date
PI Dept. App at
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS
DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY IHt; BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY
GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.207 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY
COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE
COUNTY AND THAT THEN AND THERE 1T SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE
CORRECIIONOFERRORS EC SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTINGBUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION
OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS TURISDICIION_
THE REVIEW OFTHE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN AC PTANCE OF ANY RESPONSIBILITIES
OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS ANT[) AWL 1 a ATION DURDCG CONSTRUCTION
RESTS SPECIFICALLY wiry THE ARCHITECT, DESIGNER, BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE
Gadbrm.no3 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE.
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 the 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, kitchen
floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary
plumbing.
4, A complete bathroom, with wash bowl, tub or shower, toilet stool, hot & cold running, water,
floors and walls finished an a privacy door.
5 All steps outside or inside over three (3) steps must have handrails, guardrails on balconies
or decks over 30" high constructed to all 1994 UBC 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.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL LILL ABOVE
ITEMS HAVE BEEN COMPLETED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT 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, use and the issuance of a
Certificate of Occupancy for the dwelling under building permit # 4-g,
prmtcond.lst
GARFIELD COUNTY BUILDING AND PLAN
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
fox
SINGLE FAMILY DWELLING CONSTRUCTION
including
NEW CONSTRUCTION
MANUFACTURED HOMES
ADDITIONS
ALTERATIONS
and
MOVED BUILDINGS
IN G
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. Adequate and
complete information will prevent delays in the plan review process. Reviewing a plan and the
discovery that required information has not been provided by the applicant may result in the
delay of the permit issuance and in proceeding with building construction. The owner or
contractor may be required to provide this information before the plan review may proceed. This
causes delays because 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. If you do not, it may
be helpful to obtain a book titled "Dwelling Construction under the Uniform Building
Code". This book is available to you through this department at our cost. 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 check list prior
to and during design. Applicants are require to indicate appropriately and to submit the
completed check list at time of application for a permit.
For the placement of a manufactured home, questions numbers 1-4 and 19-28 are the only
questions that need to be addressed:
1
1. Is a site plan included that indicates the distances of the proposed building or addition to property
lines, other buildings, set back easements and utility easements?
Yes
Does the site plan include the location of the I. S.D. S. (Individual Sewage Disposal System) and
the distances to property lines, wells (on subject property and adjacent properties), streams or
water courses?
Yes ✓
Does the site plan indicate the location and direction of the County or private road accessing the
property?
Yes 4""
4. 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?
Yes
5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and
the clearances required between wood and earth?
Yes k/---
6.
6. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces
and soffits?
Yes ✓
7 Do the plans include design loads as required under the Uniform Building Code for roof snow
loads, (a minimum of 40 pounds per square foot in Garfield County), floor loads and wind loads?
Yes
8. Does the plan include a building section drawing indicating foundation, wall, floor and roof
construction?
Yes t�
Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,
roof rafters or joists or trusses?
Yes
10. Does the building section drawing or other detail include the method of positive connection of all
columns and beams?
Yes ✓
2
11. Does the plan indicate the height of the building or proposed addition from the highest point of
the building or addition measured at mid span between the ridge and the eave down to existing
grade contours?
Yes
12. Does the plan include any stove or zero clearance fireplace planned for installation including make
and model and Colorado Phase II certifications or phase II EPA certification?
Yes No if/
13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply
with the Uniform Building Code Chapter 37? Rol ez:1-Mkepr,
Yes ✓ No io►c`1cv ..I
14. Does the plan include a window schedule or other verification that egress/rescue windows from
sleeping rooms and/or basements comply with the requirements of the Uniform Building ode?
Yes No17
l�uQvi _,r•vA�.:,+�
15. Does the plan include a window schedule or other verification that windows provide natural light
and ventilation for all habitable rooms?
Yes No (w jt.t ;\.) i
16. Do the plans indicate the Location of glazing subject to human impact such as glass doors, glazing
immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking
surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety
glazing for these areas?
Yes r No
17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated
on the plan?
Yes No
18. Do you understand that if you are building on a parcel of land created by the exemption process
or the subdivision process, are building plans in compliance with all plat notes and/or covenants?
Yes No
19. 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? If you do not have written permission from the association,
do you understand that the plan check fee will not be refunded should the architectural committee
deny or re ect your building plans?
Yes No
20. Will this b the only residential structure on the parcel?
Yes > No If no -Explain:
3
21. Have two (2) complete sets of construction drawings been submitted with the application?
Yes
22. Is this an application for the pement of a manufactured home?
Yes No
If yes, have you specified the size of the unit (min. 20ft, x 20 ft); live roof load (min. 404); wind
design (min, wind speed of 80 mph & 15 lb, wind load); foundation design; .method of anchoring?
Yes
23. Have you designed or had this plan designed while considering building andother construction
code requirements?
Yes V'" No
24. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes
25, Do you understand that approval for design and/or construction changes are required prior to the
application of these changes?
Yes V No
26. 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 "School
Impact" 9r Septic System" fees required, at the time you pick up your building permit?
Yes l No
27. Are you aware that twenty four (24) hour notice is required for all inspections? Inspections
will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood
Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00
p.m. the day before; afternoon inspections must be called in by 5;00 p.m. the day before.
Failure to give twenty four (24) hour notice for inspections will delay your inspection one
(1) day?
Yes ,✓ No
28. Are you aware that you are required to call for all inspections required under the Uniform Building
Code including approval on a final inspection prior to receiving a Certificate of Occupancy and
occupancy of the building?
Yes t.- � No
29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of
the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the
project co plying with the Uniform Building Code?
Yes V No
4
I hereby acknowledge that I have read, understand and answered these questions to the best of my
ability.
signature date
Phone:
(days); (evenings)
Project Name:
Project Address:
Notes:
If you have answered 'Ne' 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.
eiAppO2.95 Effective August 15, 1995
5
VI
�ix�e Mobile
Concrete
Western MobilelMountain
Drawer 368
Glenwood Springs, Colorado 81602
970-963-8808
FAX 970-963-4137
08 20329
EQUAL OPPORTUNITY
EMPLOYER
- QUANT TY , :'
: UNIF1pEFEREk1QE'.
UNIT ,
PIII0E:
Tt E 'E a
UNLQADING "WE !
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START
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CITY TAX
TOTAL
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TOTAL
STATE TAX
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i':,:.Y 7, lYi .,,- , "
TOTAL
I acknowledge and accept: All above charges including delivery charges and unloading time in excess of six minutes per cubic yard, the terms set forth
and receipt of the above described material in the amount shown at the construction site, f assume responsibility for reduced strength where water is added
and for any damage occasioned by its delivery to the above delivery address including charges, damage or delay of time due to inadequate ingress and
egress to and from job site. ft account is not paid within 30 days from date of statement, I agree to pay a FINANCE CHARGE on the unpaid balance,
computed at a periodic rate of 1%% per month, which is an ANNUAL PERCENTAGE. RATE OF 18%, 11 account is referred for collection, I agree to pay
costs of collection including a reasonable attorney's fee. No backcharges or deductions will be allowed, unless an invoice is submitted and signed by
management of WESTERN MOBILE CONCRETE, within 2 s'irom date of this invoice.
ACCEPTED
76,
1211141
Net 10th
following month ❑ Ct9 D. ❑
of purchase
i.i
JOB NAME
TRUCKil-
PRICE PER YD.
JOBA or POO
TIME
i'
DATE
TICKETii
CUSTOMER NAME
TAX ARENCSTli
DELIVER TO
QUANTITY ORDERED
QUANTITY DELIVERED
QUANTITY
MJX#t
MIX DESCRIPTION
YD
LOADS DELIVERED
08 20329
PLANT
CUSTMER INVOICE
: QUANTITY
ri Western
�ixS Mobile
Concrete
UNRIREFERENCE
Western MobilelMountain
Drawer 368
Glenwood Springs, Colorado 81602
970-963-8808
FAX 970-963-4137
i.UN1T
TOTAL:;:
C1TY
OTAL, :-
C1TY TAX
STATE TAX
TOTAL
08 20329
EQUAL OPPORTUNITY
EMPLOYER
LlNLL
STOP
START
TOTAL
DELIVERYTIME
START •
TOTAL.
L
I acknowledge and accept All above charges including delivery charges and unloading time in excess of six minutes per cubic yard, the terms set forth
and and foreanyof the above describddmage occasonedebynits delivery to heuabc a delivery addressuaterial in the amont shown at the ncludng charges, damageordelayty r ofdtime dadded strength where water is
due to inadequate ingressa and
egress to and from job site. If account is not paid within 30 days from date of statement, I agree to pay a FINANCE CHARGE on the unpaid balance,
computed at
periodic per which is
an ANNUAL PERCENTAGE
RATE
anlunt ls rvrtor collection, I dr. ;,• ..pay
costs of collection including a reasonable onble atomefee, bachargeorrdeductionswill be ailwd,unless aninoiceis submitted a signed
by
TPRlilS
management of WESTERN MOBILE CONCRETE, within 2 egs-om date of this invoice.
�f
ACCEPTED
wF%
GALL'S ,
WATER 'Ai3
J6
1
Net 10th
fallowing month ❑
of purchase
crQ,D. ❑
JOB NAME
TRUCK#
PRICE PER YD.
1
JOBIt xr POP
TIME
QUANTITY
CUSTOMER NAME
iJI; 1.'
MLX#
TAX ARENCST# L .L.
DELIVER TO
l„•i'.:.,,I.-i
MIX DESCRIPTION
DATE
QUANTITY ORDERED
TICKET#
QUANTITY DELIVERED
LOADS DELIVERED
PLANT
CUSTIAMER INVOICE
rt Western
FAa. Mobile
Concrete
Western Mobile/Mountain
Drawer 368
Glenwood Springs, Colorado 81602
970-963-8808
FAX 970-963-4137
08 20328
EQUAL OPPORTUNITY
EMPLOYER
Qt Al ITl1Y
UNfTJREFERl3dC6NIT
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DELIVERY
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TOTAL
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STATE TAX
'•
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i , ., ,1..,.11...
TOTAL
I acknowledge and accept: All above charges including delivery charges and unloading 'lime in excess of six minutes per cubic yard, the terms set forth
and receipt of the above described material in the amount shown at the construction site, I assume responsibility for reduced strength where water is added
and for any damage occasioned by its delivery 'to the above delivery address including charges, damage or delay 01 time due to inadequate ingress and
egress to and from job site. If account is not paid within 30 days from. date of statement, I agree .to pay a FINANCE CHARGE on ithe unpaid balance,
computed at a.'periodic rate of 11/i% per month, which is an ANNUAL PERCENTAGE RATE OF 18%. I1 account is referred for collection, I agree to pay
costs' 01 collection including a reasonable attorney's fee. No backcharges or deductions will be allowed, unless an invoice is submitted and signed by
WESTERN MOBILE days
*I.:� E �,:t=-:lit .
`NA'0'
WATER
management. of CQNCRETE, within 2 from date of this invoice,
s,
. TEMP
ACCEPTED /' F _.
Net 10th
following month ■ • C.O.D. ■
of purchase . ,�; ' `
JOB NAME
CUSTOMER NAME
TRUCK#
TAX AREA/CST#
PRICE PER YD.
JOB# or POr
DELIVER TO
TIME
DATE
TICKET#
r1'i
QUANTITY ORDERED
QUANTITY DELIVERED
QUANTITY
MIX#
MIX DESCRIPTION
LOADS DELIVERED
PLANT
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
December 10, 1997
JM Building and Design
Attn: Jim Milkuvich
F.O. Box 322
Carbondale, Colorado 81623
5020 Road 154
Glenwood Springs, CO 81601
Fax 9711 945-$454
Phone 970 945-7988
Job No. 197 668
Subject: Observation of Excavation, Proposed Residence, Lot 10, Cottonwood
Hollow, Garfield County, Colorado
Dear Mr, Milkovich:
As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the
excavation at the subject site on December 1 and 9, 1997 to evaluate the soils cxposcd
for foundation support.. The findings of our work and recommendations for the
foundation design are presented in this report.. The work was done in accordance with
our agreement for geritechnical engineering services to JM Building Design, dated
November 1 l , 1997.
The proposed residence will be a single story structure of strawbale construction
supported on a cosc'rete rade beam over a rubble trench footing for frost protection.
Perimeter drainage tit prOposd for the rubble trench foundation. Ground floor is
proposed to be constructed of concrete pavers with radiant heat. The rubble trench..
footing was designed based on an assumed soil bearing pressure of 1,500 psf. '1'he
terrain in the building area slopes moderately down to the west.
At the time of our initial visit to the site, the foundation excavation had been cut in one
level from 0 to.9 feet - the adjacent ground surface. The soils exposed in the
bottom of the excavation consisted of calcareous sandy silty clay with scattered gravel
and cobbles in the eastern portion of the excavation and fill over topsoil in the western
portion. We recontniended suhexcavating the fill and topsoil materials to expose the
natural clays. When observed on December 9, 1997, the western portion of the
excavation had been deepened 11/2 to 3' feet to expose the natural clays. Screened
rock had been placed in voids created by remaining cobbles and small boulders.
Results of swell -consolidation testing performed on a sample of clay Laken from the
site, shown on Fig. 1, indicate the soils have low compressibility under existing
inoisturc conditions and light loading and a minor collapse potential (settlement under
constant load) when wetted. The sample showed moderate compressibility under
increased loading after wetting. No free water was encountered in the excavation and
the soils were slightly inoist to moist.
Considering the conditions exposed in the excavation and the nature of the proposed
construction, we recommend the rubble trench footings be placed on undisturbed
natural soil designed for an allowable soil bearing pressure of 1,500 psf for support of
the proposed residence. The exposed soils tend to compress when wetted and there
JM Building and Design
December 9, 1997
Page 2
less than 2% passing the No. 200 sieve. Footings should be a minimum width of
18 inches for continuous walls and 2 feet for columns. Loose and disturbed soils in
footing areas should be removed and the bearing level extended down to the
undisturbed natural soils. Exterior footings should be provided with adequate soil
cover above their hearing elevations for frost protection. Placement of footings at least
36 inches below the exterior grade is typically used in this area. The concrete grade
beam should be reinforced top and bottom to span local anomalies such as by assuming
an unsupported length of at least 12 feet. Retaining structures should be designed to
resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pef
for on-site soil as backfill. The rubble trench drain should consist of perforated PVC
pipe sloped to drain at about 1% grade to a suitable gravity outlet. Structural fill
placed within floor areas can consist of the on-sitc soils compacted to at least 95 % of
standard Proctor density at a moisture content near optimum. Backfill placed around
the structure should be compacted and the surface graded to prevent ponding within at
least 10 feet of the building.
The recommendations submitted in this letter are based on our observation of the soils
exposed within the foundation excavation and do not include subsurface exploration to
evaluate the subsurface conditions within the loaded depth of foundation influence.
This study is based on the assumption that soils beneath the footings have equal or
better support than those exposed. The risk of foundation movement may be greater
than indicated irr this report because of possible variations in the subsurface conditions.
In order to reveal the nature and extent of variations in the subsurface conditions below
the excavation, drilling would be required. It is possible the data obtained by
subsurface exploration could change the recommendations contained in this tetter.
If there arc any questions or if we may be of further assistance, please let us know,
Sincerely,
lq EP'H'H -• PA, WLAK GECTE
}�. I ,- C
darn Jr. P.E.
Rev. By: DE
JZA11;srn
attachment
Jordy Z.
C ..:,.;, INC.
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2
3
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1.0 10
APPLIED PRESSURE — ksf
1, if"ltilt/nArl r l a 51N AI, I
100
F...
Moisture Content 10.4 percent
Dry Density Weight 95 pcf
—200 68 percent
Sample of. Sandy Silty Clay
From: Footing Grade at Southwest
Corner of Excavation
•
—
Compression
upon•
wetting
•
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APPLIED PRESSURE — ksf
1, if"ltilt/nArl r l a 51N AI, I
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F...
Insulated Concrete Wall Form
Insulated Concrete Wall Form 03100
AAB Building System, Inc. Aug. 1996
Maximum Stopping Power.
BLUE MAXX WALLSYSTEMS
INSULATED CONCRETE WALL FORM SYSTEM
Figure 1 End View of Standard Form Unit
1. PRODUCT NAME
BLUE MARX WALLSYSTEMS
Insulated Concrete Wall Forming System
2. MANUFACTURER
AAB Building System, Inc.
840 Division Street,
Cobourg, ON, CANADA
K9A 4J9
Phone: (905)373-0004
OR: . (800) 293-3210
FAX: (905) 373-8301
3. PRODUCT DESCRIPTION
BLUE MAxx WALLSYSTEM is an innovative
insulated concrete wail forming system. It is
based on simple interlocking stacking FORM
UNITS, that consist of two flame resistant
panels of EPS (Expanded Polystyrene)
connected by high density polypropylene
webs. The webs are molded Into the EPS to
provide strength. Filled with concrete the
forms provide a monolithic concrete wall of
either 6 114"or 8"(160 or 200mm) thick, a net
insulation value of R25 as tested in
accordance with ASTM C236-89, a Fire
Resistance Rating (FRR) of three or four
hours respectively, and a Sound
Transmission Class (STC) of 53 or better.
The form units have a pre -formed interlocking
mechanism on their top and bottom edge to
facilitate stacking, provide solid friction
between courses, and to prevent movement of
the wall form during placement of concrete.
BLUE MAX'S larger size form units allows for
faster construction at reduced labor cost per
square foot of wall area. One standard form
unit equals approximately 6 concrete blocks.
AAB Building System, Inc. offers the
following BLUE MAXX Form Units:
• Standard Form Unit
• Left and Right 90° Corners
• Adjustable Corner
• Extended Brick Ledge
• Tapered Top
▪ End Cap
• Height Ad uster
BLUE MARX FORM UNIT DIMENSIONS
Although some form units are not available in
the 8" (200mm) size, all 6 1/4" (160mm)
forms can be used in conjunction with the 8"
(200mm) forms.
4. COMPOSITION
Two EPS panels are molded around BLuE
MAxX's patented istructural high density foam
(polymer) webs to become one integral Farm
Unit. Each panel is 2 5/8" (65mm) thick.
Polystyrene beads are injected into molds with
the webs nested in place. The webs provide
full height fastening strips 8' (200mm) o/c,
which are visible on both interior and exterior
faces of the Form Unit. Screws or nails can
be used to fasten interior and exterior finish
materials to the webs.
Reinforcing, if required by structural shop
drawings, shall be installed in the indentations
provided in the vertical webs. Lintels over
window and door openings can be easily
reinforced by providing single leg shear
stirrups.
Horizontal reinforcing must be placed as the
wall is erected, therefore, it should be placed
as each course of forms is installed. The
structural shop drawings will determine the
size and position of the reinforcing. By
staggering the horizontal positioning of the
rebar, the vertical rebar can easily slide down
from the top so that it weaves through the
horizontal rebar.
The cavities of the form units are filled with
concrete that meets the structural and
environmental constraints imposed on the
structure. When utilizing the 6 1/4" forms, a
maximum aggregate size of 3/8" is
recommended. When using the 8" forms, a
maximum aggregate size of 3/4" is
recommended. Concrete design and
placement shall conform with CAN3 A23.1 in
Canada, and ACI 318 in the United States. •
STANDARD FORM UNIT
LENGTH
WIDTH 6 114"
WIDTH 8"
HEIGHT
48"
11 112"
121/2"
16 314"
1220 mm
292 mm
318 mm
425 mm
90° CORNER FORM
LENGTH
32"
B13 mm
LENGTH
16"
406 mm
WIDTH 6 1/4"
11 112"
292 mm
WIDTH 8"
12 112"
318 mm
HEIGHT
16 314"
425 mm
ADJUSTABLE CORNER
LENGTH
48"
1220 mm
WIDTH
11 112"
292 mm
HEIGHT
16 314"
425 mm
EXTENDED BRICK
LENGTH
4B"
1220 mm
LEDGE
WIDTH
11 112"
292 me
HEIGHT
16 314"
425 mm
TAPERED TOP FORM
LENGTH
48"
1220 mm
WIDTH
11 112"
292 mm
HEIGHT
16 3/4"
425 mm
END CAP
LENGTH
6 114"
157 mm
LENGTH
8"
zoo mm
WIDTH
2 518"
67 mm
HEIGHT
16 314"
425 mm
HEIGHT ADJUSTER
LENGTH
45"
1220 mm
WIDTH
2 518"
67 mm
HEIGHT
3 318"
85 mm
5. MATERIALS
BLUE MAX( WALLSYSTEM is manufactured in
Canada in accordance with Canadian General
Standards Board Specification CGSB 51.20
using a molded Type II EPS. In the USA,
BLUE MAXX is manufactured in accordance
with American Society for Testing and
Materials standard ASTM E84.
The EPS used in manufacturing BLUE MAxx
WALLSYSTEM has a flame retardant added to
it during processing.
From a Report by the National Research Council In Ottawa
BLUE MAxx WALLSYSTEM has been evaluated
by Canadian Construction Materials Center
(CCMC) and received report #12641-R
verifying that the product meets the intent of
the National Building Code of Canada (NBC)
1990. BLUE MAxx has also received
evaluation reports from the following agencies
in the USA:
BOCA - #94-31
ICBG - #5119
SBCCI -#94172
Figure 2 Weaving of Reinforcing
6. APPLICATIONS
BLUE MAXX WALLSYSTEM Form Units are
designed for below grade, above grade and
multi-storey use in residential, commercial,
institutional, and industrial construction.
The high FRR of 3 hours with the 6 1/4"
(160mm) fomes, or 4 hours with the 8"
(200mm) forms, make the BLUE M.+)02'
WALLSYSTEM ideal for use as a party wall or
common wall between units of apartment or
condominium suites. The high STC of 53 or
higher provides for quiet living in apartments
or next to highways, railroad tracks and
airports.
7, ADVANTAGES
• Fast simple light weight construction of
any commercial and or residential wall.
• Reduced labor costs, due to speed of
installation
• Six courses provide an ideal wall height of
8'-4 1/7' (2550mm)
• A wide variety of floor types can be used
in conjunction with BLUE MARX
WALLSYSTEM. From conventional wood
floors to pre -cast and cast in place
concrete.
• The superior insulation value of R25
translates into lower heating and cooling
costs.
• The high density polypropylene webs
have ten (10) indentations to facilitate
placement of various sizes of reinforcing
steel, and are molded into the EPS sides
every. 8" (200mm) o/c, full height and
visible an both external faces of the form.
• The high mass of BLUE MAxx
WALLSYSTEM concrete walls has an
excellent STC of 53, or better.
• When filled with concrete, the 6 1/4"
(160mm) BLUE MAXX WALLSYSTEM wall
has a three hour FRR and the 8"
(200mm) wall has a four hour FRR.
• No additional strapping / air barrier / vapor
barrier are required
• BLUE MARX WALLSYSTEM provides the
least expensive method for constructing
an R2000, Advanced House, or any
energy efficient construction project.
• BLUE MARX WALLSYSTEM walls allow an
unlimited range of finish materials to be
used on both the interior and exterior
surfaces.
• The BLUE MAXX WALLSYSTEM stay in
place insulated concrete forms provide an
ideal curing environment far the concrete.
With BLUE MAxX WALLSYSTEM forms, a
higher concrete compressive strength can
be achieved due to a moist curing
environment rather than 'in air'.
11111111111111L1J
I4'M! MIT
ROOF CONNECTION
FLOOR CONNECTION
BLUE MAXX
FORM UNITS
TYPICAL STRIP
FOOTING
Figure 3 Typical Wall Section
8. AVAILABILITY AND COST
Availability - BLUE MAxx insulated concrete
wall forms are molded in facilities around the
world, meeting the specifications or
requirements of the building code having
jurisdiction. BLUE MAxx is distributed
throughout North America through a dealer
and contractor network.
Cost - Contact AAS Building System, Inc.
or a BLUE MAxx Dealer. -
9. TECHNICAL SERVICES
A full range of Technical Services are
available through the BLUE MArX Dealer
network, or AAB Building System, Inc.
zeea.. -e,r,e ws>.Ir
Ian
05
Ica
Flash Ignition
Self Ignition
In ah calor
Temp.
Temp.
om_
eC
'F
°C
eF
Pine
228-264
406-507
261
500
EPS
346
655
491
915
From a Report by the National Research Council In Ottawa
BLUE MAxx WALLSYSTEM has been evaluated
by Canadian Construction Materials Center
(CCMC) and received report #12641-R
verifying that the product meets the intent of
the National Building Code of Canada (NBC)
1990. BLUE MAxx has also received
evaluation reports from the following agencies
in the USA:
BOCA - #94-31
ICBG - #5119
SBCCI -#94172
Figure 2 Weaving of Reinforcing
6. APPLICATIONS
BLUE MAXX WALLSYSTEM Form Units are
designed for below grade, above grade and
multi-storey use in residential, commercial,
institutional, and industrial construction.
The high FRR of 3 hours with the 6 1/4"
(160mm) fomes, or 4 hours with the 8"
(200mm) forms, make the BLUE M.+)02'
WALLSYSTEM ideal for use as a party wall or
common wall between units of apartment or
condominium suites. The high STC of 53 or
higher provides for quiet living in apartments
or next to highways, railroad tracks and
airports.
7, ADVANTAGES
• Fast simple light weight construction of
any commercial and or residential wall.
• Reduced labor costs, due to speed of
installation
• Six courses provide an ideal wall height of
8'-4 1/7' (2550mm)
• A wide variety of floor types can be used
in conjunction with BLUE MARX
WALLSYSTEM. From conventional wood
floors to pre -cast and cast in place
concrete.
• The superior insulation value of R25
translates into lower heating and cooling
costs.
• The high density polypropylene webs
have ten (10) indentations to facilitate
placement of various sizes of reinforcing
steel, and are molded into the EPS sides
every. 8" (200mm) o/c, full height and
visible an both external faces of the form.
• The high mass of BLUE MAxx
WALLSYSTEM concrete walls has an
excellent STC of 53, or better.
• When filled with concrete, the 6 1/4"
(160mm) BLUE MAXX WALLSYSTEM wall
has a three hour FRR and the 8"
(200mm) wall has a four hour FRR.
• No additional strapping / air barrier / vapor
barrier are required
• BLUE MARX WALLSYSTEM provides the
least expensive method for constructing
an R2000, Advanced House, or any
energy efficient construction project.
• BLUE MARX WALLSYSTEM walls allow an
unlimited range of finish materials to be
used on both the interior and exterior
surfaces.
• The BLUE MAXX WALLSYSTEM stay in
place insulated concrete forms provide an
ideal curing environment far the concrete.
With BLUE MAxX WALLSYSTEM forms, a
higher concrete compressive strength can
be achieved due to a moist curing
environment rather than 'in air'.
11111111111111L1J
I4'M! MIT
ROOF CONNECTION
FLOOR CONNECTION
BLUE MAXX
FORM UNITS
TYPICAL STRIP
FOOTING
Figure 3 Typical Wall Section
8. AVAILABILITY AND COST
Availability - BLUE MAxx insulated concrete
wall forms are molded in facilities around the
world, meeting the specifications or
requirements of the building code having
jurisdiction. BLUE MAxx is distributed
throughout North America through a dealer
and contractor network.
Cost - Contact AAS Building System, Inc.
or a BLUE MAxx Dealer. -
9. TECHNICAL SERVICES
A full range of Technical Services are
available through the BLUE MArX Dealer
network, or AAB Building System, Inc.
zeea.. -e,r,e ws>.Ir
Ian
05
Ica
aa.. emfs
(:unerete Strength et 28 Days
loo
I
Whl-e r..aen lima
In ah calor
T
om_
J
al el, afterr a wnr.
lr
'
aa.. emfs
(:unerete Strength et 28 Days
loo
COUNTY OF GARFIELD - BUILDING DEPARTMENT
CORRECTION NOTICE
109 8th St. Suite 303 Glenwood Springs, Colorado
Phone 945-8212
Job located at ci°. 14 a,e hL 1 Lxv.
Permit No. 4i 64)
I have this day Inspected this structure and these
ices and found the following corrections needed:
•
« (L 4'- .») &. i J P4 r +c ar
11-444-3 Qat 571414S
N�c.0 bu f—r,stj„fLa z Pet_
772u.a7rCI
You are hereby notified that the above correction must be Inspected before
covering.
When correctlon(s) have been made, call for Inspe
Date 13,-6--aD 19
8uiidirrg inspector
Phone 945-8212
Assessor's Parcel No
•y' T°2/5AleDate l' %-/ T
u � nrur� IeERM}� CARD
v �` • ' ice!
Job Add s DR
Owner
Contractor
Setbacks:
Soils Test
Footing /
Foundation -a -- O -Q
Grout .
Underground Plumbing -
Rough Plumbing -t
Framing 1 0
Insulation
Roofing
Drywall
Gas Piping 1-1- Li -9 ?' A- -
c r
EXTERIOR
Address No
Drainage
Address��� / -ho s # .314-7273S--Y-ZS
Address
RH
INSPECTIONS
NOTES
FINAL CHECKLIST
.3a4j e Pciei, Phone# Q1,p3-6c4'4
LH Zoning
Weatherproofing
Mechanical
Electrical Rough (State)
Electrical Final (State) 41-3499 ecOrgeda
Finals-I9-4i?jd/Checklist Completed?
Certificate Occupancy #
• Date
Septic System # c9O51/
Date / - 7- YY
Finaf
Other
MECHAAICAL FOM
Boiler
V�+P'a N
r
Docks -support & clearance 10 wood �-
Decks•stairs & rails L�
Exterior locks
Flashing around doors b windows
Insect screens •�
INTERIOR
GARAGE
Fire wall 9epar tion
Service doors -1
Door (20 min )
Mech equip 18'
No opening int•
BASEMENT•C ► WL AREA
Access
Insulation
Headroom/Sta
Ventilation
•
mi
au
CI0 r•1;t min
ve floor
(Jot -rt.,
Hot water
F A gaaloil
Floor drain -k
Clearance
Au con. system
HO1 water heater
Combustion air
Gas piping. valves a.–
LPG Drain �..
FIREPLACE/STOVE
Clearance to combustibles fr'
Termination of chimney .... _
Combustion air
eeping area Hearth (12" or 20" on sides) *r
Glass doors
Certified by
REMARKS
(continue on back)
STAIRWAYS
Headroom (6'8") ar
Railing a guardrails
Width 1—
Rise & run
KITCHEN
Clearance above grill •+—
Exhaust fan
Broiler exhaust (1 hr, chase)
BEDROOMS
Egress .+'•
Smoke detector t_—
BATHROOMS
Exhaust fan ••--
Shatterproof plass
OTHER