HomeMy WebLinkAboutApplication- PermitNo• 7504
GARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8th, Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
Job Address 0/ C5 5 1/0)24, PaAktiOrOY43
Nature of Work Building Permit
Contractor 6?Altik —A414/1 -
Amount of Permit$
143(13..2
Date ( f'kt.Gkc•/i oZ m3.5D
04401%4 -7. /rilo,F6
1/06444t -
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Clerk
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GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO 7 3:r
TELEPHONE: (970) 945-8212 INSPECTION LINE: (970) 945-9159
1OB ADDRESS;
PERMIT NO.
PARCEL/SCHEDULE NO.
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LOT NO. BLOCK Nb. i SUBDIVISION/EXEMPTION ate
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ADMIXED VALDAS.ZONX Zig!— k,5;:_.,,,,10 _ YALOA10I OF WORN: S3C�� .�O
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SPECIAL COMMONS: /
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1
NOTICE
A SEPARATE ELECT UCAL PERMIT 1S REQUIRED AND MUST BE ISSUED ET THE STATS OFD
COLORADO.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITEi1.1 180 DAYS, OR IF CONSTRUCTION OP.
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME
AFTER WORK LS COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
GO : ' ' O TILS TYPE OF WORK WILL BE COMPLIED WITH WHETTER SPECIFIED
HE' ' it ,• R NOT. THE GRANTING OF A PERMU DOES NOT PRESUME TO GIVE
A -ri''r TO VIOLATE a R. CANCEL THE PROVISIONS OF ANY OTHER STATE OR
i W RE 0 CONSTRUCTION OR THE PERFORMANCE OF
C • ', '� (�
�� ���f✓T Dato�
PLANCI�CKFFR
:.: 17 , Q J�,_.
f r I io
PERMIT FEE:
I rl /� ' 25
J p�
'
!/
TOTAL FEE: K/DATE PERMIT ISSUED:
"`HHH (3 L 3 •;'2: ,. ': ' . • .
OCC: GROUP: •`�, CONST: TYPE: ! j�
• A .J ^ B - E _ I H ' \
- -
ZONING:SETBACKS:
1 .
Sof Owner . . for or authorized agent . • • ad CIM .
1 ,�
1 5 00 �j _1(/
,,. , • •• - above.
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MANU. HOME:
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ISDS NO. do FEE: p,�`
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AGREEMENTY Ciad91744 & wA (S~/
PERMISSION 1S HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR ANDlOR THE AGENT OF THE CONTRACTOR R OWNER TO CONSTRUCT THE STRUCTURE AS
DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDINGDEPARTMENT.
1N CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUI DINO CODES AND LAND USE REGULATIONS ADOPTED BY
GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 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 TT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALT. NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE
CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN
VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY
RESPONSIBILITIES OR LIABRITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION
DURINO CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER. AND OWNER. COMMENTS ARE INTENDED TO CONSERVATIVE AND 1N SUPPORT
OF THE OWNERS INTEREST.
Oufhrm.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UTHENDERSTAND TAGREElvfENT ABOVE. CINI1TALI
„op
PUook% 09A,dittio_7,966 1,457
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The following items are required by Garfield County for a final inspection:
L 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 coveringsounter 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 and cold running
water, non-absorbent floors and walls finished and a privacy door; . _ ..,. .,...i ......:- ..- .. .., . .
k . ,
. - 5. All steps outside or inside over three (3) steps must have -handrails; giiiicrrailsOn 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,
r4A1 * v
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 Occupandy will not be issued until all
the required items are completed and a final inspection made.
, • •
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED IJNT1L ALL THE ABOVE
ITEMS HAVE BEEN COMPLETED.
" • •'' . • • '
•
* * * *CANNOT OCCUPY OR USE DWELLING UNTILI 'EktIFIaATE8OProCCUPANCY
(C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A'C.0: WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION
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 # fl,coV
bpcont
re
Date
. •
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P ILA CM v� C
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174 SC,7n =111 (13/??3./0
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r
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
FOR
CONSTRUCTION OF
COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS
including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
and
MOVED BUILDINGS
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 checklist prior
to and during design.
1
JPlans
As of January 1, 1999:
to be included for a Building Permit, must be on draft paper at least 18"x 24"" and drawn to
scale.
✓Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade
line. A section showing in detail, from the bottom of the footing to the top of the roof, including
re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation,
sheeting, house -rap, (which is required), siding or any approved building material.
/A window schedule. A door schedule.
✓A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40# per ft. up
to 7,000 F.O.S. and an 80 M.P.H. wind.
VAR sheets to be identified by number and indexed. All of the above requirements must be met or
your plans will be returned.
Applicants are required to indicate appropriately and to submit completed checldist at time
of application for a permit:
1. Is a site plan included that indicates the distance of the proposed building or addition to
propertyjines, other buildings, set back easements and utility easements?
Yes V No Not necessary for project
Are the plans submitted for application construction drawings and not drawings that are
stamped or marked identifying them as "Not for construction, for permit issuance only",
"Approv rawings only", "For permit issuance only" or similar language?
Yes No Not necessary for this project
3. Does the site plan include the location, including the distances to property lines, wells, (on
subject property and adjacent properties), streams or water courses of the I. S.D. S
(Individual Sewage Disposal System) and has the system been designed, stamped and
signed bb Colorado registered engineer?
Yes ✓ No Not necessary for this project
4. Does the site plan indicate the location and direction of the State, County or private road
accessing t e property?
Yes No Not necessary for this project
2
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?/
Yes ✓ No Not necessary for this project
6. If the building is a pre-engineered structure, is there a stamped, signed engineered
foundation plan for this building?
Yes No Not necessary for this project V
7 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 ✓ No Not necessary for project
8. Do the plans indicate the size and location of the ventilation openings for the attic, roof
joist spa and soffits?
Yes No Not necessary for this project
9. Do the plans include design loads as required under the Uniform Building Code for roof
snowloads (a minimum of 40 pounds per square foot in Garfield County)?
Yes tNo Not necessary for this project
10. Do the plans include design loads as required for floor loads under the Uniform Building
Code Section 2304 and Tables 23-A and 23-B?
Yes V- No Not necessary for this project
11. Doe the plan include a building section drawing indicating foundation, wall, floor and roof
construction?
Yes ✓ No Not necessary for this project
12. Is the wind speed and exposure design included in the plan?
Yes No Not necessary for this project
13. Does the building section drawing include size and spacing of floor joists, wall studs,
ceiling jois s, roof rafters or joists or trusses?
Yes No Not necessary for this project
14. Does the building section drawing or other detail include the method of positive
connection of all columns and beams?
Yes ✓ No Not necessary for this project
3
15. 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 toisting grade contours?
Yes ✓ No Not necessary for this project
16. 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 Not necessary for this project
17. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the Uniform Building Code Chapter 37?
Yes No Not necessary for this project
18. 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 Code?
Yes No Not necessary for this project ✓
19. Does the plan include a window schedule or other verification that windows provide
natural light and ventilation for all habitable rooms?
Yes No Not necessary for this project IV
-
20. 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
enclosure and specify safety glazing for these areas?
Yes t� No Not necessary for this project
21. Do the plans include a complete design for all mechanical systems planned for installation
in this building?
Yes No Not necessary for this project
22. Have all areas in the building been accurately identified for the intended use? (Occupancy
as identifia. in the Uniform Building Code Table 5-A)
Yes t/ No Not necessary for this project
23. Does the plan indicate the quantity, form, use and storage of any hazardous materials that
may be in use in this building?
Yes No Not necessary for this project
4
24. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated n the plan?
Yes No Not necessary for this project
25. Do the plans indicate the location and dimension of restroom facilities and if more than
four emp)ayees and both sexes are employed, facilities for both sexes?
Yes �1/' No Not necessary for this project
26. Do the plans indicate that restrooms and access to the building are handicapped
accessiblV ?
Yes No Not necessary for this project
27. Have two (2) complete sets of construction drawings been submitted with the application?
Yes ✓ No Not necessary for this project
28. Have you designed or had this plan designed while considering building and other
constructcode requirements?
Yes No Not necessary for this project
29. Does the plan accurately indicate what you intend to construct and what will receive a
final inspption by the Garfield County Building Department?
Yes No
30. Do you understand that approval for design and/or construction changes are required
prior to t Implementation of these changes?
Yes No
31. 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 "S System" fees required, at the time you pick up your building permit?
Yes V No
32. 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
Occupan5q and occupancy of the building?
Yes V No
33. Are you aware that the person signing the Permit Application whether the "Owner",
"Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the
applicati9n is the party responsible for the project complying with the Uniform Codes?
Yes V No
5
34. 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. Inspections are to be called in to
384-5003.
35. Are you aware that prior to issuance ofa building permit you are required to show proof
ofa driveway access permit or obtain a statement from the Garfield County Road &
Bridge Department stating one is not necessary? You can contact the Road & Bridge
Department 5-8641.
Yes
No
I hereby acknowledge that I have read, understand and answered these questions
urately to the best of my ability.
2
Phone: (OSS— YY 22 (days); 6,2s- / 3 0 (evenings)
Project Name R . (c ('.(k
Project Address:
/0-0
ate
*If you answered "No" on any of these 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 the permit.
*If you have answered "Not necessary for this project" on any of the questions and it is
determined by the Building Official that the information is necessary to review the application and
plans to determine minimum compliance with the adopted codes, please expect the following:
A. The application may be placed behind more recent applications for building permits
6
in the review process and not reviewed until required information has been provided and
the application rotates again to first position for review.
B. Delay in issuance of the permit.
C. Delay in proceeding with construction.
*If you answered "No" to this question the circumstances described in the question could result in
a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued.
Bpcomm
01/00
A.C. HOUSTON TRUSS CO.
P.O.'BOX 578 11268 MENOKEN RD
Montfose , Cb 81402
Phone: 970-249-0801 Fax: 970-249-1296
Project: GRACE CHURCH
Model:
Contact:
Site:
Block No:
Lot No:
Office:
Name:
Phone:
Fax:
243-3273
Tentative Delivery Date;
To:
HARBERT LUMBER
PO BOX 458
240 N. AVE
GRAND JCT, CO
Deliver To:
PARACHUTE
GRACE CHURCH
REV 2-24-00
Delivery List
Job Number:
Page: 1
Date: 02-24-2000
Project ID: 031I27bf
Account No:
Designer: RF
Salesperson: RICK FLEHARTY
PO#
LOADING 40-10-10
Profile:
Qty:
Truss Id:
Span:
Truss Type: Slope:
LOH
ROH
Load By:
CPI
32 lbs. each
1-4-6
2X6/2X4
PIGGYBACK 6.00
0.00
0-0-0
1-8.3
47
C1'2
36 lbs each
12-8-0
2X6/2X4
PIGGYBACK 6.00
0.00
0-0-0
1-8-3
_...,1 IIIII I I I A IIIIIIIJUi,,.._.
GE01
394 lbs. each
54-0-0
2X6/2X6
ROOF TRUSS 4-00 1 - 6 - 15
3 Rows Lat Brace 0.00
1.6-15
.,11ffidlf IIIIIIIIIIIhh,t,:.
GE02
479 lbs. each
54-0-0
2X6/2X4
PIGGYBACK TR 85.00
17 Rows Lat. Brace 0.00
I-8-3
1-8-3
tli!I!
-,t•t'h- ila.:,.
GEO2A
445 lbs. each
S01
139 lbs. each
S03
322 lbs. each
26 SU3A
21
SO4
T01
21 TO1A
310 Tht, each
314 lbs. each
287 lbs. each
3061bs each
54-0-0
2X6/2X6
22-0-0
2X6/2X6
54-0-0
2X6/2X6
54-0-0
2716)2x'6
54-0-0
2X6/2X6
54-0-0
2X6/2X6
54-0-0
2X6/2X6
ROOF TRUSS 6.00
2 Rows Lat Brace 3.00
ROOF TRUSS 6.00
3 Rows Lat Brace 0.00
PIGGYBACK SCI. 6.00
2 Rows Lat Brace 3.00
ROOF TRUSS 6.00
2 Rows Lat Brace 3.00
ROOF TRUSS 6.00
2 Rows Lat Brace 3.00
ROOF TRUSS 4.00
6 Rows Lat Brace 0.00
ROOF TRUSS 4.00
6 Rows Lat Etrace 0-00
2-0-0
2-0-0
2-0-0
2-0-0
2-0-0
2-0-0
2-0-0
0.0-0
2-0.0
4-0-0
0-0-0
2-0-0
2.0-0
2-0-0
Above listed items have been received in good condition. (exceptions listed
to right).
Received by:
Date:
Thank You for your Business.
10
f
10o -o-9
1
Job *
Truss
Truss Type
Qty
Ply
HARBERT GRACE CHURCH PARACHUTE
031127k
C.P1
PIGGYBACK
4
1
A.C. HOUSTON, MONTROSE, CO. 81401
4.0-32 s Feb 181999 MiTek Industries, Inc. Thu Feb 24 13:24:20 2000 Page 1
5-8-3 11.4-6
5-8-3 5 8-3 1-8-3�
4x611
11-4-6
11.4-6
11-4-6
1-8.3
Plate Offsets (X,Y): 12:0-3-8,0-2-01,14:0-3-8,0-2-01
LOADING (psi)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.00
Lumber lncrease 1.00
Rep Stress Incr YES
Code UBC/ANSI95
CSI
TC 0.51
BC 0.43
WB 0.00
(Matrix)
DEFL (in) (loc) Vdefl
Vert(LL) -0.13 2-4 >999
Vert(TL) -0.27 2-4 >492
Horz(TL) 0.07 5 n/a
1st LC LL Min Neff = 240
PLATES GRIP
M20 197/144
Weight: 33 lb
LUMBER BRACING
TOP CHORD 2 X 6 SPF 2100F 1.8E TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF -S 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
REACTIONS (lb/size) 1=654/0-5-8, 5=65410-5-8
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=-203, 2-3=-1042, 3-4=-1042, 4-5=-203
BOT CHORD 2-4=957
NOTES
1) Unbalanced snow loads have been considered for this design. (UBC section 1638.2)
2) All plates are M20 plates unless otherwise Indicated.
3) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads per Table No, 16-B, UBC -94.
4) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job +
Truss
Truss Type
Qty
Ply
HARBERT GRACE CHURCH PARACHUTE
031127AF
C'2
PIGGYBACK
47
1
6-4-0
6-4-0
5(6=
4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Feb 24 13:24:25 2000 Page 1
12-8-0 14-4-3
6-4-0 1-8-3
12-8-0
12-8-0
12-8-0 1-8-3
Plate Offsets (X Y): 12:0-0-12,edgel. 14:0-0-12,edge]
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Inc( YES
Code UBC/ANSI95
CSI
TC 0.59
BC 0.52
WB 0.00
(Matrix)
DEFL (in) (loc) Ildefl
Vert(LL) -0.18 2-4 >794
Vert(TL) -0.40 2-4 >363
Horz(TL) 0.09 5 n/a
1st LC LL Min Udell = 240
LUMBER
TOP CHORD 2 X 6 SPF 2100F 1.8E
BOT CHORD 2 X 4 SPF -S 1650F 1.5E
REACTIONS (Ib/size) 1.732/0-5-8, 5=732/0-5-8
FORCES (Ib) - First Load Case Only
TOP CHORD 1.2=-228, 2-3=-1157, 3-4=-1157, 4-5=-228
BOT CHORD 2-4=1051
PLATES GRIP
M20 197/144
Weight: 37 Ib
BRACING
TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
NOTES
1) Unbalanced snow Toads have been considered for this design. (UBC section 1638.2)
2) All plates are M20 plates unless otherwise indicated.
3) Thls truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94.
4) Bearing at Joint(s) 1, 5 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface.
5) Thls truss has been designed with ANSUTPI 1-1995 criteria.
LOAD CASE(S) Standard
Job •
0311270
Truss
dE01
Truss Type
ROOF TRUSS
Qty
1
Ply
1
HARBERT GRACE CHURCH PARACHUTE
A.C. HOUSTON, MONTROSE, CO. 81401
27-0-0
4.0-32 s Feb 181999 MiTek Industries, Inc. Thu Feb 24 13:24:32 2000 Page 1
54-0-0
6-15
27-0-0
4.00 IV
5x6=
27-0-0
55-6-15
1-6-1
4x5= 42 43 44 45 46 47 48 49 50 51 55354 55 56 57 58 59 60 61 62 63 64 65 66::: 69 70 71 72 73 74 75 76 77 78
1-
4x6= 4x6=
54-0-0
54-0.0
54-0-0
4x5=-
M
LOADING (pat)
TCIL 40.0
TCOL 10.0
BCI -L 0.0
BCD_ 10.0
SPACING 2-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code UBC/ANSI95
CSI
TC 0.18
BC 0.03
WB 0.22
(Matrix)
DEFL (in) (Ioc) Ildefl
Vert(LL) n/a - nla
Vert(TL) 0.01 1-2 >999
Horz(TL) 0.00 nla
1st LC LL Min Ildefl = 240
PLATES GRIP
M20 197/144
Weight: 395 Ib
LUMBER RRARrW0
TOP CHORD 2 X 6 SPF 2100F 1.8E TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
OTHERS 2 X 4 SPF Stud WEBS 1 Row al midpt 21-60, 20-59, 22-61
REACTIONS (Ib/size) 2=435!54-0-0, 53=7/54-0-0, 60=148/54-0-0, 59=156/54-0-0, 58=160/54-0-0, 57=160154-0-0, 554160!54-0-0, 55=160/54-0.0, 54=158154.0-0,
52=154/54-0-0, 51=161/54-0-0, 50=160154-0-0, 49=160/54-0-0, 48=160/54-0-0, 47=160/54-0-0, 46=161/54-0-0, 45=160154-0-0, 44=167/54-0-0
Max Horz 2=30(load case 2)
Max Grav2=647(Ioad case 2), 53=13(load case 4), 60=164(Ioad case 3), 59=187(load case 2), 58=189(load case 2), 57=187(Ioad case 2), 56=186(load case 2),
55=187(Ioad case 2), 54=185(load case 2), 52=181(load case 2), 51=187(load case 2), 50=186(load case 2), 49=187(load case 2), 48=187(load case
2), 47=186(load case 2), 46n187(Ioad case 2), 45>188(load case 2), 44=188(load case 2)
FORCES (Ib) - Firs! Load Case Only
TOP CHORD 1.2=45, 2-3=39, 3-4=-72, 4-5=-49, 5-6=-49, 6-7=-49, 7-8=-49, 8-9=-28, 9-10=-49, 10-11=-49, 11-12=-49, 12-13=-49, 13-14=-49, 14.15=-49, 15.16=-49,
16-17=-49,17-18=-49,18-19=-50,19-20=-50,20-21=-48,21-22=-48,22-23=-50,23-24=-50,24-25=-49,25-28=-49,26-27=-49,27-28=-49,28-29=-49,
29 -30= -49,30 -31= -49,31.32= -49,32 -33= -49,33 -34= -28,34 -35= -49,35-36=-49,36-37=-49,37-38=-49,38.39=-72,39-40=-102,40-41=45
BOT CHORD 2-43>0, 42-43=0, 43-44=0, 44.45=0.45-46=0, 46-47=0, 47-48=0, 48-49=0, 49-50=0, 50-51=0, 51-52=0, 52-53=0, 53-54=0, 54.55=0, 55-56=0, 56-57=0, 57-58=0,
58-59=0, 59-60=0, 60-61=0, 61-62=0, 62-63=0, 63-64=0, 64-65=0, 65-66=0, 66-67=0, 67-68=-0, 68-69=0, 69-70=0, 70-71=0, 71-72=0, 72-73=0, 73-74=0,
74-75=0, 75-76=0, 76-77=0, 77-78=0, 40-78=0
WEBS 21-60=-121,20.59=-130,19-58=-134,18-57=-134,17-56=-133,16-55=-133,15-54=-133,14.52=-133,13-51=-133,12-50=-133,11-49=-133,10-48=-133,
9.47=-133,7-46=-133,6-45=-136,5-44=-131,4-43=-63,3-42=-337,22-61=-130,23-62=-134,24-63=-134,25-64=-133,26-65=-133,27-66=-133,28-68=-133,
29 -69= -133,30 -70= -133,31 -71■ -133,32 -72= -133,33 -73=-133,35-74=-133,36-75=-136,37-76=-131,38-77=-63,39-78=-337
NOTES
1) All plates are M20 plates unless otherwise Indicated.
2) All plates are 2x4 M20 unless otherwise indicated.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced al 1-4-0 on center.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B,
UBC -94.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 Ib uplift at joint 43 and 6 Ib uplift
al joint 77.
7) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE{S) Standard
Job •
Truss
Truss Type
Qty
Ply
HARBERT GRACE CHURCH PARACHUTE
0311276F
.E02
PIGGYBACK TRUSS
1
1
An HAI IAT(lIJ ItAnAITPCigr nn Picini A
1149
..... C..L
404em 11.1--..._2.._.-:__ , ...p.n.. n___.
21-3-13
21-3-13
6.00 FT
4x6=
32-8-3
11-4-6
54-0-0
6x6
24041424) 445464721
21.3.13
8x8*
5-8y3
8-#
4849505152535455565758596061626364556667686970717273+15767778798081828384858687
4x5 11 5x6= 4x6== 4x6 f1
4x4
54-0-0
1-8-3
#I
54-0-0
54-0-0
l
Plate Offsets (X,Y): 12:0-0-8,0-2-71.120;0-3-0,edge],121:0-3-0,0-4-0J,129:0-4-0,0.4-81,138:0-0-8,0.2-8),160:0-3-0,0-3-01
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress !nor YES
Code UBC/ANSI95
CSI
TC 0.17
BC 0.11
WB 0.22
(Matrix)
DEFL (in) (loc) I/defl
Vert(LL) n/a - n/a
Vert(TL) 0.02 1-2 >999
Horz(TL) 0.00 n/a
1st LC LL Min 1/clef! = 240
PLATES GRIP
M20 197/144
Weight: 479 Ib
LUMBER
TOP CHORD 2 X 6 SPF 2100F 1.8E
BOT CHORD 2 X 4 SPF -S 1650F 1.5E
OTHERS 2 X 4 SPF Stud
SLIDER Left 2 X 4 SPF -S 1650F 1,5E 1-0-4,
Right 2 X 4 SPF -S 1650F 1.5E 0-11-14
BRACING
TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
WEBS 1 Row at midpt 21-71, 47-70, 46-69, 45-68, 44-67, 43-66, 42-65,
41-64, 40-63, 19-62, 18-61, 17-60, 16-59, 22-72,
23-73, 24-75, 25-76
REACTIONS (Ib/size) 2=384/54.0-0, 60=161/54-0-0, 74=6154-0-0, 354389/54-0-0, 71=150154-0-0, 70=156154-0-0, 69=160/54-0-0, 68=160/54-0-0, 67=160/54-0-0,
66=160/54-0-0, 65=160/54-0-0, 64=159154-0-0, 63=152/54-0-0, 62=152154-0-0, 61.159/54-0-0, 59=160154.0-0, 58=160/54-0-0, 57=160154-0-0
Max Horz 2=34(load case 1), 384-33(load case 1)
Max Gray 2=604(load case 2), 60=188(load case 2), 74=13(load case 4), 38=635(load case 3), 71=163(load case 3), 70=162(load case 2), 69=161(Ioad case 2),
68=160(ioad case 1), 67=160(Ioad case 1), 66=160(load case 3), 65=162(Ioad case 3), 64=162(load case 3), 63=159(load case 2), 62=172(load case
2), 61=186(load case 2), 59=187(load case 2), 58=187(load case 2), 57=187(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=39, 2-3=-154, 3-4=-75, 4-5=-57, 5-6=-67, 6-7=-68, 7-8=-67, 8-9=-67, 9-10=-67, 10-11=-67, 11-12=-37,
12-13=-67, 13-14=-67, 14-15=-67, 15-16=-67, 16-17=-68, 17-18=-68, 18-19=-67, 19-20=-66, 21-22=-67,
22-23=-68, 23-24=-68, 24-25=-68, 25-26=-68, 26-27=-68, 27-254-68, 28-29=-67, 29-30=-68, 30-31=-67,
31 -32= -67,32 -33= -67,33 -34= -67,34.35y-66,35-36=-54,36-37=-76,3738=-155,38.39.39,20-40=-34,
40 -41= -34,41 -42= -34,42-43=-34,43-44=-34,44-45=-34,45-46=-34,46-47=-34,21-47=-35
BOT CHORD 2-48=0, 48-49=0, 49-50-0, 50-51=0, 51-52=0, 52-53=0, 53-54=0, 54-55=0, 55-56=0, 56-57=0, 57-58=0, 58-59.0,
59 -60.0,60 -61=0,61 -62=0,62 -63=0,63 -64=0,64-65=0,65-66=0,66-67=0,67-68=0,68-69=0,69-70=0,70-71=0,
71 -72=0,72 -73=0,73 -74=0,74 -75=0,75 -76=0,76-77=0,77-78=0,78-79=0,79-80=0,80-81=0,81-82=0,82-83=0,
83-84=0, 84-85=0, 85-86=0, 86.87=0, 38-87=0
WEBS 21 -71= -123,47 -70= -129,46 -69= -133,45.68= -134,44.67=-134,43-66=-134,42-65=-134,41.64=-132,40-63=-126
,19-62=-125, 18-61=-132, 17-60=-134, 16-59=-134, 15-58=-133, 14-57=-133, 13-56=-133,12-55=-133,
10 -54= -133,9 -53= -133,8 -52= -133,7.51= -133,6-50=-134,5-49=-144,4-48=-93,22-72=-130,23-73=-133,
24 -754 -134,25 -76= -133,26 -77■ -133,27.784 -133,28-79=-132,29-80=-134,30-81=-135,31-82=-134,32-83=-133
,33-84=-133,34-85=-135,35-86=-147,36-87=-19
NOTES
1) Provide adequate drainage to prevent water ponding.
2) All plates are M20 plates unless otherwise indicated.
3) All plates are 2x4 M20 unless otherwise Indicated.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 1-4-0 on center.
8) This Truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B,
UBC -94.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 Ib uplift at joint 87.
8) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
SPACING 2.0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code UBCIANSI95
Job •
0311271k
Truss
GG02A
Truss Type
ROOF TRUSS
1
Ply HARBERT GRACE CHURCH PARACHUTE
A.C. HOUSTON, MONTROSE, CO. 81401
4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Feb 24 13:25:18 2000 Page 1
12011 5-5-0 1
k -o -d 5-5-9 5-3-10116-0-4
I 5-3-10 5-3-10 27-0-03
5-8-3 5-8-3 5-3-10 I 5-3-10 5-3-10 I 5-5-0
6.00 F12
8x8 i 4x4 i
5
,. ,o',1.411411*'
� � err
c5
7?
8x16 =
4x I2 11
8x16 11
15 16 4x4
4x4--%
7x10=
7 5720
7x10-
ST31
17
7x15 M16 iN8
4x4 - 5x8I
7x12,5 M16 11
5x8 118
5x811
4x5 =
3.00 12
19
12x12=
I 04 88 Sx6�
11• '"411, -4111111111t
4x5-
12
20 5x8II
5x81121 3'.
�`i 14 ]
4x5 � d
8x16=
4x12 !1
8x1611
22
4x 23
8.
7x15 M16zz
4x4zz
1 7.2-4 I 14-3-0 I 21-3-13 27-0-0 ` 32-8-3 ` 39-9-0 I 46-9-12 54-0-0
I7-2 4 7-0-13 7-0-13 5-6-3 I 5-8-3 I 7-0-13 i 7-0-13 7-2-4
2.0-0
H
54-0-0
8
Plale Offsets (X,Y): [2:3.2-1,0-3-14],[2:1-7-13,0-3-14],[2:0-1-3,0-3-13],[4:0-4-0,0-4-8],[7:0-7-4,0-4-0],[9:0-7-4,0-4-0),[10:0-1-0,0-0-0],[14:1-7-13,0-3-14),[14:0-1-3,0-3.13),
[14:3-2-1,0-3-14), [16:0.7-8,edge], [19:0-4-13,0-5-9], [22:0.7-8,0-4.121, [33:0-1-12,0-1-51, [48:0-2-5,0-2-8] [51:0-2-5,0-2-8], [61:0.2-5,0-2-8], 166:0-3-6,edgel,
28],[78:0 -2 -5,0.2 -8],[81:0 -2 -5,0-2-8],[86:0-1-15,0-2-01,[89:0-2-5,0-2-81,[93:0-1.13,0-0-01
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
CSI
TC 0.90
BC 0.77
W8 &SS
LUMBER
TOP CHORD 2 X 6 SPF 2100F 1.8E
BOT CHORD 2 X 6 SPF 2100F 1.8E
WEBS 2 X 4 SPF Stud *Except*
W72X4SPF-$ 1650F 1.5E, W92X4SPF-S 1650F 1.5E
OTHERS 2 X 4 SPF Stud
WEDGE Left: 2 X 12 SPF No.2, Right: 2 X 12 SPF No.2
REACTIONS (Ib/size) 14=3226/0-5-8, 2=343810-5-8
Max Gray 14=3232(load case 3), 2=3613(load case 2)
DEFL (in) (Ioc) I/detl
Vert(LL) -1.13 19 >572
Vert(TL) -1.69 19 >382
Ffdr2{T!) 1:23 14 ,Ma
1stLCLLMin Weil =240
PLATES GRIP
M20 197/144
M16 127/82
Weight: 446 Ib
BRACING
TOP CHORD Sheathed or 2-3-9 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 1 Row al midpt 6-18, 10-20
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=27,2-3=-9739,3-4=-9631,4.5=-9631,5-6=-9251,6.7=-7964,7-8=-9860,8-9=-9860,9-10=-7964,10-11=-9251,11-12=-9631,12-13=-9631,13-14=-9739
BOT CHORD 2.15=8619,15 -16=8970,16.178970,17 -18=8316,18 -19=7358,19-20=7358,20-21=8316,21-22=8970,22-23=8970,14-23=8619
WEBS 3-15=297,5-15=-133,5.17=-507,6-17=610,6-18=-1096,7-18=903,7-19=3438,8-19=-521,9-19=3438,9-20=903,10-20=-1096,10-21=610,11-21=-507,
11-23=-133, 13-23=297
NOTES
1) Unbalanced snow loads have been considered for this design. (UBC section 1638.2)
2) Special provislons shall be made by the building designer to allow for 0.82in of horizontal movement due to live load and
1.231n due to total load.
3) Provide adequate drainage to prevent water ponding.
4) All plales are M20 plates unless otherwise Indicated.
5) All plales are 2x4 M20 unless otherwise Indicated.
6) Gable studs spaced at 1.4-0 on center.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B,
UBC -94.
8) Bearing at )olnl(s) 14, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer
should verify capacity of bearing surface.
9) This truss has been designed with ANSIITPI 1-1995 criteria.
LOAD CASE(S) Standard
Job • Truss Truss Type
0311276F Sbi ROOF TRUSS
A.C. HOUSTON, MONTROSE, CO. 81401
Qty
3
Ply
1
HARBERT GRACE CHURCH PARACHUTE
'74
7.5-3
14-6-13
7-53
7-1-11
6.00 IV
4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Feb 24 13:25:23 2000 Page 1
22-0-0
7.5-3
24-610
)-a
2x4 II
8
4x8 II
4x4 i
4x4
11-0-0
9
3x4= 4x6-= 4x4=
10 11
11-0-0
f
22-0-0
11-0-0
2-0-0 22-0-0 2-0-0
PIaIe Offsets (X,Yj: [2:0-1-1x0-5-101
LOADING (psf)
TCLL 40.0
TCDL 10.0
BOLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code UBCJANSI95
OSI
TC 0.69
BC 0.34
WB 0.57
DEFL (in) (ioc) Udell
Vert(LL) -0.09 2-9 =999
Vert(TL) -0.19 2-9 999
Horz(TL) 0.02 11 nla
1st LC LL Min Udefl = 240
PLATES GRIP
M20 197/144
Weight: 139 lb
LUMBER BRACING
TOP CHORD 2 X 6 SPF 2100F 1.8E TOP CHORD Sheathed or 6-0-0 on center purlin spacing, excepl end verticals.
BOT CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 SPF Stud WEBS 1 Row at midpt 7-11
SLIDER Left 2 X 6 SPF -S 1650F 1.5E 3-11-6 2 Rows at 1/3 pts 6-11
REACTIONS (lb/size) 11=1526/0-5-8, 2=1511/0-5-8
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=16, 2-3=-1660, 3-4=-1660, 4-5=-1175, 5-6=-1175.6-7=0, 7-8=-48, 7-11=-579
BOT CHORD 2-9=1411, 9-10=767, 10.11=767
WEBS 4-9=-550, 6-9=696, 6-11=-1136
NOTES
1) Unbalanced snow loads have been considered for this design. (UBC section 1638.2)
2) All plates are M20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads per Table No. 16-B, UBC -94.
4) Thls truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job •
031127hF
Truss
S" 03
Truss Type
PIGGYBACK SCISSOR
A.C. HOUSTON, MONTROSE, CO. 81401
2
Ply
1
HARBERT GRACE CHURCH PARACHUTE
4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Feb 24 13:25:31 2000 Page 1
-6 0- 5-5-0 15-3-10 15 3--10 I 5-3-10 27-0-0
5-8-3 I 5-8-3 15-3-10 324-3 3 5-3-10 15-3-10 I 5-5-0
2x4
6,00 [2
5x6 i 4x4 i
7x10=
2x4 it 7x10=
4x4 i
6
4x4
1
;4x4
_��`\i:, 4 4x4 5x6 '
1111-
19 11 2x4 �
%r*.� 18 20 ��„ 41
12
a11� 12x12- �.
1 2 �,�.� 4x5 21 -4114
; 14
16 ►.:� Id
8xt68x06:---4x4 22
15 4x417 4x5 23 d
7x15M16WB�
3.00 7x15M16WB� 8x16
4x12 11 4x4 12 4x4 4x1211
8x16\\
8x1617
2-0-0
H
7-2-4
14-
-0
21-3-
3 27-0-0
ir
7-2-4 7-0-13 3 54-0-0
7-0.113 I 5-8-3 5-8-33 7-0-33 7 4132 I 7-2-4
54-0-0
0
Plate Offsets (X,Y): [2:3 2-1,0 3 14], 12:1-7-13,0-3-141 12:0-1-3.0-3-13], [7:0-7-4,0-4-0], [9:0-7-4,0-4-0], [14:3-2-1.0-3-14], [14:1.7-13,0-3-14], 114:0-1-3,0-3-131, 116:0-7-8,edge],
119:0-6-0,0-5-111,[22:0-7.8,edgel
LOADING (psi)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 10,0
SPACING 2-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code, U3G5/ANSI95'
CSI
TC 0.90
BC 0.77
WB 0.65
OEFL (in) (loc) Udell
Vert(LL) -1.13 19 >571
Vert(TL) -1.69 19 >382
Horz(TL) 1.23 14 n/a
teat LC U1140411060 • 240
PLATES GRIP
M20 197/144
M16 127/82
*WOW 373'ft,
LUMBER BRACING
TOP CHORD 2 X 6 SPF 2100F 1.8E TOP CHORD Sheathed or 2-3-9 on center purlin spacing.
BOT CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 SPF Stud *Except.' WEBS 1 Row at midpt 6-18, 10-20
W7 2 X 4 SPF -S 1650F 1.5E, W9 2 X 4 SPF -S 1650F 1.5E
WEDGE Left: 2 X 12 SPF No.2, Right: 2 X 12 SPF No.2
REACTIONS (lb/size) 2=343810-5-8, 14=3226/0-5-8
Max Gray 2=3613(load case 2), 14=3232(load case 3)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=27, 2-34-9739, 3-4=-9631, 4.5=-9631, 5-6=-9252, 6-7=-7964, 7-8=-9861, 8-9=-9861, 9-10=-7964, 10.11=-9252, 11-12=-9631, 12-13=-9631, 13-14=-9739
BOT CHORD 2-15=8618, 15-16=8970, 16-17=8970, 17-18=8316, 18-19=7359, 19-20=7359, 20-21=8316, 21-22=8970, 22.23=8970, 14-23=8618
WEBS 3-15=297, 5-15=-133, 5-17=-507, 6-17=610, 6-18=-1096, 7-18=903, 7-19=3438, 8-19=-521, 9-19=3438, 9-20=903, 10-20=-1096, 10-21=610, 11-21=-507,
11-234-133, 13-23=297
NOTES
1) Unbalanced snow Toads have been considered for this design. (UBC section 1638.2)
2) Special provisions shall be made by the building designer to allow for 0.82in of horizontal movement due to live load and 1.23in due to total toad.
3) Provide adequate drainage to prevent water ponding.
4) All plates are M20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads per Table No. 16-B,
UBC -94.
8) Bearing at joint(s) 2, 14 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer
should verify capacity of bearing surface.
7) This truss has been designed with ANSVTPI 1-1995 criteria.
LOAD CASE(S) Standard
Job •
Truss
Truss Type
{fly
Ply
HARBERT GRACE CHURCH PARACHUTE
0311278
S83A
ROOF TRUSS
26
1
C. HOUSTON, MONTROSE, CO. 81401
4.0-32 s Feb 181999 MiTek Industries, Inc. Thu Feb 24 1325:38 2000 Page 1
"1.00 13-10-846-11-0
7.1.0 I 6.9-8 I 6-9-8 I 6-4-0 6-4-0 I 6-9-8 I 6-9-8 7-1-0
12x20
6.00 12
4x4
4x6 i 4
6x101 5 T \ :410;1T:
/ 4 x4 9
16
'•
15 12x12 = 17 +:
7x10=
2x4 11
x
7x10
13 14
7x12.5
4x4
4x4
3.00 12
7x12.5M16WB=---
4x4
12
� Try
4x4 ` 18
19
10-5-12 20-8-0
27-0-0 33-4-0 41-6-4 54-0-0
1 10-5-12 10-2-4 6-4-0 6-4-0 1 10-2-4 I 10-5-12
2-0-0
54-D-0
12x20=
0
Plate Offsets(X,Y):12:0-2-1,0-4-21,F6:0-7-4,0-3-12], 18:0-7-4,0-3-121,112:0-2-1,0-4-21,(14:0-6-4,edge],116:0-6-0,0-5-111,j18:0-6-4,eda1.
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code UBC/ANSI95
CSI
TC 0.89
BC 0.78
WB 0.69
DEFL (in) (loc) 1/defl
Vert(LL) -0.97 16 >664
Vert(TL) -1.45 16 >444
Horz(TL) 1.08 12 n/a
1st LC LL Min I/defl = 240
PLATES GRIP
M20 197/144
M16 127/82
Weight: 311 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SPF 2100F 1.8E TOP CHORD Sheathed or 2-1-5 on center purlin spacing.
BOT CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 SPF Stud *Except* WEBS 1 Row at midpt 5-15, 9-17
W5 2 X 4 SPF -S 1650F 1.5E, W7 2 X 4 SPF -S 1650F 1.5E
SLIDER Left 2 X 6 SPF -S 1650F 1.5E 8-3-7,
Right 2 X 6 SPF -S 1650F 1.5E 8-3-7
REACTIONS (lb/size) 2=3438/0-5-8, 12=3227/0-5.8
Max Gray 2=3625(load case 2), 12=3245(load case 3)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2=12,2 -3= -8826,3 -4= -8652,4 -5= -8652,5 -6= -7664,6 -7=-9861,7-8=-9861,8-9=-7664,9-10=-8652,10-11=-8652,11-12=-8826
BOT CHORD 2-13=7725, 13-14=7943, 14-15=7943, 15-16=7077, 16-17=7077, 17-16=7943, 18-19=7943, 12-19=7725
WEBS 3-13=266, 5-13=60, 5-15=-912, 6-15=687, 6-16=3643, 7.164-591, 8-16=3643, 8-17=687, 9-17=-912, 9-19=60, 11-19=266
NOTES
1) Unbalanced snow Toads have been considered for this design. (UBC section 16382)
2) Provide adequate drainage to prevent water ponding.
3) All plates are M20 plates unless otherwise indicated.
4) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94.
5) Bearing at joInt(s) 2, 12 considers parallel Io grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer
should verify capacity of bearing surface.
6) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job •
Truss
Truss Type
Qty
Ply
HARBERT GRACE CHURCH PARACHUTE
031127Btr
S54
ROOF TRUSS
21
1
.C. HOUSTON, MONTROSE, CO.814
4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Feb 24 13:25:45 2000 Page 1
12-01 7.1-0 13-10-8 20-8-0 27-0-0 33-4-0 40-1-8 46-11.0 54-0-0 5l6 0
2-0- 7-1-0 I 6-9-8 I 6-9-8 I 6-4-0 I 6-4-0 I 6.9-8 I 6-9-8 I 7-1-0 2.0-d
7x10=
6,00 12
2x4 3I
4x4 i > w5
4xE i
5 T4141171
6x10 i
17
16
12x12 = 18
's/► 14 15 4x4 4x4 19 20
702.5M16WB�
4x4
7x10 =
4x4
4 g 4x6
6x10
10 11
12x20
10-5-12
I 10-5-12
2-0-0
FI
3.00 f12
20-8-0 27-0-031-4-0
10-2-4 I 6-4-0 1 6-4-0 I
54.0-0
702.5 M16 WBS
4x4
43-6-4
54-0-0
12
12x20
10-2-4
10-5-12
2-0-0
Ii
Plate Offsets pcy): 18:0-7-4,0-3-121, [12:0-2-1,0-4-21,115:0-6-4,edge), [17:0-6-0,0-5-111, 119:0-6-4,edg,
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code UBC/ANSI95
CSI
TC 0.89
BC 0.78
WB 0.69
DEFL (in) (loc) Ildefl
Vert(LL) -0.97 17 >664
Vert(TL) -1.45 17 >444
Horz(TL) 1.08 12 n/a
lst LC LL Mini/dot] = 240
PLATES GRIP
M20 197/144
M16 127182
Weight: 315 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SPF 2100F 1.8E TOP CHORD Sheathed or 2-1-5 on center purlin spacing.
BOT CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 SPF Stud 'Except' WEBS 1 Row at midpt 5-16, 9-18
W5 2 X 4 SPF -S 1650F 1.5E, W7 2 X 4 SPF -S 1650F 1.5E
SLIDER Left 2 X 6 SPF -S 1650F 1.5E 8-3-7,
Right 2 X 6 SPF -S 1650F 1.5E 8-3-7
REACTIONS (Ib/size) 2=3438/0-5-8, 12=343810-5-8
Max Gray 2=3625(load case 2), 12=3625(load case 3)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=12, 2-3=4826, 3-04653, 4-5=-8653, 5-6=-7664, 6-7=-9861, 7.8=-9861, 8-9=-7664, 9-10=-8653, 10-11=-8653, 11-12=-6826, 12-13=12
BOT CHORD 2-14=7725, 14-15=7943,15-16=7943, 16-17=7077, 17-18=7077, 18-19=7943, 19-20=7943, 12-20=7725
WEBS 3-14=266, 5-14=60, 5-16=-912, 6-16=687, 6-17=3643, 7-17=-591, 8-17=3643, 8-18=687, 9-18=-912, 9-20=60, 11-20=266
NOTES
1) Unbalanced snow loads have been considered for this design. (UBC section 1638.2)
2) Provide adequate drainage to prevent water ponding.
3) All plates are M20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -94.
5) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSIfTPI 1-1995 angle to grain formula. Building designer
should verify capacity of bearing surface.
6) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job •
0311271
Truss
'r01
Truss Type
ROOF TRUSS
1
Ply
1
HARBERT GRACE CHURCH PARACHUTE
A.C. HOUSTON, MONTROSE, CO. 81401
7-8-4
7-8-4
7x14 = -
14-1-8 j 20-6-12
6-5-4 6-5-4
4.00 12
27-0-0
4x56
6-5-4
4.0-32 s Feb 181999 MiTek Industries, Inc. Thu Feb 24 13:25:51 2000 Page 1
33.5-4
6-5-4
5x6 t I
4x5
39 -1D -8I 46 3-12 54-0-0
6-5-4 6-5-4 7-8-4
5x6. 4x4. r 6 8
2x4 5 18
1
14 15 16
4x4= 8x8WB=
4x5 =
H. 9-10-0 18-5-0 27.0-0
9-10-0 8-7-0 8-7-0
2-0-0
II
17
6x8
54-0-0
35-7-0
8-7-0
18 19
4x5::
6x6=
4x4. 5x6.
10 11
/. :•
9
20 21
4x4 =
8x8 WB =
94-2-D 54-0-0
8-7-0 9-10-0
16-0-dd0-Q
7x14
2-0-0
+ -I
Plate Offsets (X,Y): 12:0-2.1,edgel, [12:0-2-1,edge],115:0-4-0,edgej
LOADING (psf)
TCLL 40.0
TCOL 10.0
BCLL 0.0
BCOL 10.0
SPACING 2-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code UBC/ANSI95
CSI
TC
BC
WB
0.63
0.74
0.78
DEFL (in) (Ioc) I/defl
Vert(LL) -0.65 17 >995
Vert(TL) -1.0016-17 >646
Horz(TL) 0.30 12 nia
1st LC LL Min I/defl = 240
LUMBER
TOP CHORD 2 X 6 SPF 2100F 1.8E
BOT CHORD 2 X 6 SPF 2100F 1.8E
WEBS 2 X 4 SPF Stud *Except'
W6 2 X 4 SPF -S 1650F 1.5E
REACTIONS (Ib/size) 2=3437/0.5-8, 12=3437/0-5-8
Max Gray 2=3474(Ioad case 2), 12=3474(Ioad case 3)
PLATES GRIP
M20 197/144
Weight: 287 lb
BRACING
TOP CHORD Sheathed or 2-8-4 on cenler purlin spacing.
BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 1 Row at midpt 5-16, 9-19
2 Rows at 1/3 pts 6-17, 8-17
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=29, 2-3=-8403, 3-4=-7935, 4-5=-7935, 5-6=-6533, 6-7=-5037, 7-8=-5037, 8-9=-6533, 9-10=-7935, 10-11=-7935, 11-12=-8403, 12-13=29
BOT CHORD 2-14=7937, 14-15=6957, 15-16=6957, 16-17=5883, 17-18=5883, 18-19=5883, 19-20=6957, 20-21=6957, 12-21=7937
WEBS 3-14=-609,5-14*852,5-164-1134,6-1641062,6-17=-1620,7-17=2542,8-17=-1620,8-19=1062,9-19=-1134,9-21=852,11-21=-609
NOTES
1) Unbalanced snow loads have been considered for this design. (UBC section 1638.2)
2) All plates are M20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads per Table No. 16-B, UBC -94.
4) This truss has been designed with ANSI)TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job •
Truss
Truss Type
Qty
Ply
HARBERT GRACE CHURCH PARACHUTE
031127 •
/01A
ROOF TRUSS
21
1
0- 6-11-15
A
6-11-15
13-7-15 I 20-4-0
6-8-0 1 6-8-0
5x6----
4.00E-2-
6-8-0
.00 12
27.0-0
6
6x10 5 ' 9
*7W
1D 6x10
fir • 11 \W/
6-8-0
5x6
4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Feb 24 13:25:57 2000 Page 1
6-8-1333-8-0 1 6-8-0 6-8-0 6-11- 5 2.0-d
4x5.
8
4x4 5x6
8x16=
L 9-2-10
9-2-10
L2-0-0
f
14
4x4 =
15 16
6x8-=
4x4
17
5x8=
18 19
4x4
6x6=
20 21
6x8=
18-1-5 27-9-0 35-10-11 44-9-6
8-10-11 8-10-11 I 8-10-11 8-10-11
54-0-0
4x4=
2
8x16=
54-0-0 H
9-2-10
2-0-0
Plate Offsets (X,Y): [2:0-0-14,0-3-41, [12:0-0-14,0-3-41, [15:0-4-0,edg,
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress tncr YES
Code UBC/ANSI95
CSI
TC 0.54
BC 0.68
WB 0.79
DEFL (in) (loc) l/dell
Vert(LL) -0.53 17 '-999
Vert(TL) -0.8216-17 '-783
Horz(TL) 0.28 12 n/a
lst LC LL Min Vdefl = 240
PLATES GRIP
M20 197/144
Weight: 306 Ib
LUMBER
TOP CHORD 2 X 6 SPF 2100F 1.BE
BOT CHORD 2 X 6 SPF 2100F 1.BE
WEBS 2 X 4 SPF Slud *Except'
W6 2 X 4 SPF -S 1650F 1.5E
SLIDER Left 2 X 4 SPF -S 1650F 1.5E 7-0-2,
Right 2 X 4 SPF -S 1650F 1.5E 7-0-2
REACTIONS (Ib/size) 2=3437/0-5-B, 12=3437/0-5-8
Max Grav2=3474(Ioad case 2),12=3474(load case 3)
BRACING
TOP CHORD Sheathed or 3-0-2 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing,
WEBS 1 Row at mldpl 5-16, 9-19
2 Rows at 1/3 pts 6-17, 8-17
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=15, 2-3=-7617, 3-4=-7291, 4-5=-7291, 5-6=-6265, 6-7=-4871, 7-8=-4871, 8-9=-6265, 9-10=-7291, 10-11=-7291, 11-12=-7617, 12-13=15
BOT CHORD 2-14=7084, 14-15=6589, 15-16=6589, 16-17=5666, 17-18=5666, 18-19=5666, 19-20=6589, 20-21=6589, 12-21=7084
WEBS 3 -14= -248,5 -14=469,5 -16= -963,6 -16=934,6 -17= -1530,7 -17=2414,8-17=-1530,8-19=934,9-19=-963,9-21=489,11-21=-248
NOTES
1) Unbalanced snow loads have been considered for this design. (UBC section 1638.2)
2) All plates are M20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94,
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Vero
•
INSPECTION WILL NOtBE MADE UNLESS
THIS CARD iS POSIED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
IGAIRFIELD COUNTY, COLORADO
MklssuM3(�{�..ZoxOAm Permit No I.w7.45 4
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, loon; construction and erection of the proposed
structure for which this permit is granted, and cher agrees that if the above said regulations
are not fully complied with inthe zoning, 1 erection and construction of the above
described structure, the permit may then ben o ed by notice from the County Building
Inspector .&a d IMMEDIATELY BECOME NULL AND VOID.
LA k
Use t�
Addres r Legal Desc ption07 7J5
Setbacks Front Side . Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing C: --��- L.` /� �. /' a 7 `:
'
Foundation q _� 7 ,,
Underground Plumbing s-_-, _ y [ ail
Insulation 1 &,0t7
Rough Plumbing 9'_ ( s_O O 114 -��
Drywall A). Pie t -j_/ -
Chimney & Vent / . q
v
Electric Final (by State Inspector)
Gas Piping 4 _ (I -.n a Actg.
Final 1 _.1cr _ j 4 GZ.cva-1`
Electric Rough (By State Inspector) ;,4
' !' .
Septic Final r _ 19_ / A -`_.�
A
Framing 1 -2O-QO IA- A Na
(To include Roof in place and Windows
and Doors installed).
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 945-9159 109 8th Street County Courthouse Glenwood Springs, Colorado.
APPROVED DO NOT DESTROY THIS CARD
Date
��By C�
LACED OUTSIDE VER WITH CLEAR PLASTIC