HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8th, street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
Job Address / c -
Nature of Work Building Permit
No. 6880
l.3 gI6,5o
Use of Building
Owner
Contractor
Amount of Permit$ c,)004).-7) Date rJ 7 ! 1 1
P -44A 4 k fi6
1r�.�_ c
ts0 Clerk
GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
T'ELEP,ILONE: (970) 945-8212
.Applicant to complete numbered spaces only. PERMIT NO. ffk0 PARCEL/SCHEDULE NO.
INSPECTION LINE: (970) 945-9159
TOB ADDRESS:
/WC? g / ,, r 13 Rive co _ a5 J `-'
1
LOT NO. BLOCK NO. SUBDIVISION/EXEMPTION
2
OWN --,--
To 9-,,,3 4<-,,- 1 P;Ole
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ADDRESS iCJay g/ Ale r 'Celle
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4
paccerrEcumaitar
ADDRESS
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LTC NO: ______-
5
9Q. Ft. re, BUILDING d
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USE OF Ef6bING [7 Se. n p e
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DESCRIBEWORIL
CIWORK9 OF w0&XNEw ❑ADD!nON VALT5RAIION :MOVE oRENOVE
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LE OARAGE:
11.4C1UELE CARPORT: MINCER °DOUBLE
O
° DRIVEWAY PIRMT X5RE SEWAGE DISPOSAL(SEPTIC) rSUE ALAN
VA[AAT1lYN Vp WORE, S / 41 ADJUSTEDYAIAA'IION:S
I/
SPEXIAL COMMONS:
ONS:
A SEPARATE
COLORADO.
THIS PERMITBECOMES
IS NOT COMMENCED
SUSPENDED
1S COMMENCED.
I HEREBY
KNOW THE
GOVERNING
HEREIN
AUTHORITY
LOCAL
CONSTRUCTION.
NOTICE
ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF
NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED
WrmIN I30 DAYS, OR. IF CONSTRUCTION OR. WORK IS
OR ABANDONED FORA PERIOD OF ISO DAYS AT ANY TIME AFTER WORK
CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
TO VIOLATE OR. CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LAW REGULATING CONSTRUCTION OR THE PERFORMANCE. OF
a ate 0-4 i ti
PLAN CHECK FEE:
"7.r. f 0f/
PERMIT FEE:
6� T+7�J r
TOTALDATE PERMIT ISSUED:
�+j / L7 r ' 7� /
`1V [J / /
/
OCC: GROUP: CONST: TYPE: J Jl' /
_ , J J
?._,
! i +�! J
ZONING:
SEIBACKS:
Signecure of Owner, Conttaoter Dr authorized agent having
41111t41/ L1,0 1'� _0711 a
I4I7 9
1 - . . : „ SVD . e
MANU. HOME:
ISDS NO. ,it FEE: 5-0, e ..
i.,Idmg 1 pptovaVDate r .. T /Pp Ing
.,-- —) `-yQN"4+4
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CON''IRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTEL CT THE STRUCTURE AS
DETAILED ON PLANS AM) SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDINGDEPARTMENI'. -
IN CONSIDERATION OF TEE IS SUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BITILDING CODES AND LAND USE REGULATIONS ADOPTED BY
GARFIELD COUNTY PURSUANT TO A[TTHOIUTi' GIVEN IN 30.26.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY
COMPLIED Wh'T11-1 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 IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT RASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE
CORRECTION I:FERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDIN G OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION
OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS IURISDICIION.
THE REVIEW OFTI-IF, SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES
ORLIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOE THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION
RESTS SPECIFICALLY WIIHTHE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPI'p@T'TEIE OWNERS INTEREST.
Garfonn.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL)
04,E (30D
'?L( O- 7)3-919.q•
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 alI the required items are completed and a final inspection made.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE
ITEMS HAVE BEEN COMPLETED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(C.0) 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 # sip,
vtu4A4 f 6)-0 T f r -r z
Signature Date
prmtcond.lst
3//9e
gag;a `-
e } 6 ,4°0 _1 X74 6
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--277`t1-7777-7-
.20-7)0,
.20-7)0,7/
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
for
SINGLE FAMILY DWELLING CONSTRUCTION
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 check list prior to
and during design, Applicants are required to indicate appropriately and to submit the completed
check list at time of application for a permit.
1
1. Is a site plan included that indicates the distances of the proposed building or addition to
property lines, other buildings, setback easements and utility easements?
Yes
2. 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 >(
3 Does the site plan indicate the location and direction of the County or private road accessing
the property?
Yes '
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 th clearances required between wood and earth?
Yes !1
6. Do the plans indicate the size and location of ventilation openings for the attic, rooljjoist
spacess 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
S. Does the plan include a building section drawing indicating foundation, wall, floor and roof
construction?
Yes ?(
9. 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 ?C
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 X
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
13. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the Uniform Building Code Chapter 37?
Yes No ;<-
14.
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
Code?
Yes No
15. Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes V No
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 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 reject your building plans?
Yes No
3
20, Will this a only residential structure on the parcel?
Yes No If no -Explain: iasf
21. Have twok(2) complete sets of construction drawings been submitted with the application?
Yes
22. Is this an application for the placement of a manufactured home?
Yes No
If yes, have you specified the size of the unit (min. 20ft. x 20ft.); live roof load (min. 40#);
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 and other
construction code requirements?
Yes 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 X No
25. Do you understand that approval for design and/or construction changes are required prior
to the application of these changes?
Yes XC 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" or "Septic System" fees required, at the time you pick up your building
permit?
Yes X 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 i spection one (1) day. Inspections are to be called in to 945-9159.
Yes X 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
Occupancyand occupancy of the building?
Yes 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 complying with the Uniform
Building Code?
Yes No
30. If you are accessing a county road and do not have an existing driveway you will
need to acquire a driveway permit from Garfield County Road and Bridge. Their
phone number is 945-6111. You will need to show proof prior to the issuance of
the building permit.
I hereby acknowledge that I have read, understand and answered these questions to
the best of my ability.
signature date
Phone: q-40 c 5 (days);
76 6 S 3Ob 3 (evenings)
Project Name: (- M-1rt! 125 f "
Project Address:)09A-3 4-4? ex) ,
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.
Per App 02.95 Effective August 15, 1995
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Juevenero Gutierrez
1025 Hwy. 13
Rifle Co.81650
Dear Ms.Gutierrez
8-12-1998
In checking your Plan Review, I need some more information before I can issue the Building
Permit.
il
First I need what kind of firepl y u r, going use, wood burring,free standing stove.
Or a "0" clearance Gas Fireplac , o what. If wood & coal, I must have detailed drawings of it
from hearth to roof top, showing size of openings, the fire brick, the flue liner,size. If an insert is
to be used, Manufactures Specks, Model #, Installation Requirements are required.
We must have a window schedule showing , size, kind (slider, casement, double hung,or fixed)
and location. Bedrooms and one window in the basement, must meet Egress size.
The Floor and Roof system must be approved and stamped by a Colorado, Registered Engineer.
Floors to 40#.P.S.F. Roofs To a Snow Load of 40# and Wind of 80 M.P.H.
When you can get us this information, we will proceed with your Permit Application,
Don Owens
Chief Building Official
Garfield County
cclf o nt' �.,
f8'���° = my
Jan, 25. 1999 10:27AM MITEI{ INDUSTRIES
Job
GUTIERE
Tres Truss Type
T03
DUAL PITCH
OlY
Ply
Gtgierres Residence
No 0330-P, 0/17
R1072774
EAGLE FRAMING SYS EMS. Gypsum. Co 8163
1.6-0
1-5-0
11 -12
10-1-12
4.0.32sNov111998
Gx91.-"
24-10-0
4-10-0
34.0-0
9-2-0
9571112
, Inc. Mon Jon 25 0709:34 1999 Page 1
1.64
14 13 12
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10-1-12
20-0-0
11 10
4xI)= 144 II
3.0011/.
24-1
10-1-12
9-10-4
4-10-0
34-0.0
94.0
Plat • •,.y G :0-1-50-2-1 • 710-24 0.1.2
LOADING (psi)
TOLL 40.0
TOOL 20.0
acu_ QO
ECDL 5,0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress ince YES
Coda UBClAIISI95
CSI
Tc 0.97
BC 0.94
WE 0.71
DEF1. (m) (roc) I del
Verl(LL) -0.33 2-13 0902
Verl(fl) -0.51 2-13 0579
Hers(TL) 17.05 10 nfa
1St LC LL Min Udell =310
PLATES GRIP
M20 197/144
Weight: 209 Ib
LUMBER
TOP CHARD 2 x 6 DF 1450F 1.3E 'Except'
5-82 X SPF NO2
HOT CHORD 2 X 4 SPF No.2'Secep1'
6-102 X4DF$1d,792X40Fsld
WEBS 2 X4 DF Std
SLIDER Left 2 X 4 SPf 14,14.2 6-7-14, Right 2 X 4 SPF Not 9.6.4
REACTIONS (Iblaiie) 2=1792/0.5-9.10=222910vB. 7078610.5.8
Max tion 2=1840 d ease 4)
Max UpBN2e-51(bnd Case 6'j, 7=-68(Ioad case 3)
Max Grav7= 817(foad case 7)
FORCES €16) - First Load Case Only
TOP CHORD 1-2=22.2-9^-1975, 3.4=-0555, 4- -655.56=633, 5-7=33. 7- 37
DOT CHORD 2.14=1738,13-14=1739, 12.1901738,11.12■1739,10.11=.0, 6-10=2204. $ 641, 7-0E-27
WEBS 3-13=09, 3.11E-1323,5-11=444, 9-11=544.5.-1207
BRACING
TOP CI404‘D Sheathed or 3.40 on center pude spacing.
BOT GYIORD Rigid ceiling dtrat9y applied Or 3-9.15 an center bracing.
WEBS 1 Row al mlelpi 5-9
2Rows M1l3pl3 3-11
kie.-401/4J E i - 1 /-C?- c -%.S C
0 pER Fes' j A 64 Ai Ll f
NOTES
1) This truss had boon che8ked for unbalanced loading conditions.
2) Thin trues hes been designed fogre wind loads generated by 80 mph winds a12511above ground level, using 5.0 psftep Chord
dead load and 9.0 psi bottom chord dead load,1000 mi from hurricane aceanline, 9n en ocaupency aalegory I, Condition I
enclosed building. of dlmenSion545 ft by 24 ft with exp0slle 9 ASCE; 7.93 per UBC!AN5195 If end verticals or rtonldesere exist,
they are exposed 10 wind. 1f porches exist, they ere me exposed to wind_ The lumbar DOL increase is 1.33. and Ino Plate grip
mcmosma is 1:53
9) Al pIM are Wad plates. unicss athomisr heated_
4) This truss has been designed for 1'10.0 cast bottom chord live load ri nconcurrenl with any other live lands pair Table No. 16-B,
UBC -94,
5) Deering to joint(%) 7 0on&iderS parallel to grain value using ANSYTPI 1-1995 angle 10 grain formula. Building designer Should
verify capedry of bearing surface.
6) Provide mechanical connection Ow cohere) of truss to bearing plata capable of wilhatafrding 51 Ib uptn al joint 2 and 69 Ib uplilj
al joint 7.
7) This Vora; has been designed with ANSVTPI 1-1995 criteria.
Gf1YI(e) Caarrderd
oAee Ito Gee oVy))�r t�7 Band REAesignD Norabased �n PJSANDs REVERSE for an WORIncilviduE USX
build -mg cornwonern te be installed and loaded vertically. Applicability of design pararnelers and proper incorporation of
members oaa. Additional 1enporary bracing to insure malbibry during construction is toe rasoulsbhierof he erector. Ad3fi
onel
peonanenl Mang of me overaI aucts% 4 t19 rrapaatbtty 61 he buil1ng designer. For general guidance ra�rdmgaarpo is reepcnery bugling designer - desmunigner.shows Is lor Worst supportol In r web
Memnon. quaky contra!, Wage, delivery. erection, and bracing. consist doST41110ualltf Stamm 09941 Dearing
l,dNkutlon. end 148-01 Handling hgl91IIn9 And Brnahg Herwrnmvnde*an avaasbtn rave Truss Pim malt r n Me Cr MITeir k du .Id.*r Inc,
Onehle. Delve, madam, WI 5Yr119
fit; I )�7
QF4vn LT- GOf]F 4�C..!
JAN 2 6 1953
Harz, 28, 1999. 10: 28AI
'boa
Trvad
Truss Iype
(ROSE C7E01 DUN. PITCH
4ITEK INDUSTRIES
OtY
GLE FRAMING SYSTEMS, Gyp6um, Co 15
Ply
No, 0330_—?, 6/17
R1072775
4, 0.32 s Nov 11 1 : = Wok ndustrisil, Ino. Mon Jan 25 08:05:231999 Page 1
Gutreno6 Reslaence
10-1-12 I 24.0-a - �i•jt a00
14.0 101.12 016-06
.11-11 7.W 1.1-4
1841-:-'
2x4 I i 2x4 II
2x4 II 5fID i2. II 201 it 13 2x41I &5712
244 II ,
3E4 II 14 2x6 Ir 2x4 11
2x4 II 1 1 15 2x411
20 II
16
18
2142
e5 39 36 37 36 ..35�.=<.38 528130 29:,
29 27 2B 25 24 23 514-
3x511 1,50 f I 1,5x4 11 15111 l ace= 1-54411 1,5x4 II 1.5011 1,514 1l
axe= 1.5x411 1.5x4 II 150 11 1.6xa II 1.50 II 1.5x411
55x4 li
141-12
10.1.12
1.514
i1 -11p0
900-4 6.11.11 74-4
C Sets w]: [2.1-54,0-0-01JZ*.1.90.1.111113:0.2-12,edgoj,L1:0-0.0.0.2.41 121:34440 -0 -
LOADING (Fria)
TOLL 40.0
TCDL 10,0
BCLL 0.0
BCDL 0.0
PAcieiG 20.0
Plates increase 1.15
Lorimer Moregge 1.15
Rep Stress I nct' YES
Code Lj /AN5195
CSI
TC 0.18
13c 0-18
WB 0.20
(Matrix)
DEF. (in) (hoc) lidell
vert(IJ_) nLl • We
vert(TL) 0.01 21-22 .999
Hoz(TL) 0.00 rite
1stLOLLmin men ■3550
PLATES GRIP
W20 1971144
Weight: 244 Ib
LUMBER BRACING
TOP CHORD 2 X 5 SPF NO2 TOP CHORD Sheathed or 6-0-0 on center putlln spacing.
BOT CHORD 2 X 4 DF Std SOI' CHORD Rigid ceiling directly applied ar 9.0.0 on center bracing.
OTHERS 2 X 4 DF Sid WBS 1 Row pt midpt 13-29, 1230, 11.32, 14-28
WEDGE Right: 2 X 4 SPF N0,2
SLIDER Left 2X48PF1650P1,4E1-10-4
REACTI1}N5 (Ibis2e) 246313444, 311E513A-0-0, 39=14t134-0-0, 21=114/34.0-0, 2P16954-0.0, 320M0.0, 32=219)34-04,
33.221134-0-0. 34.22034.0.0, 35=220134.0.0, 36=220/34-0-0, 37.217/94-0-0, 38.2,35/34.01A,
25212134-0.0, 279=4-0-0, 26 21/34-0-0.25=216/34.0-0.24.243/34-0-0
Mal[ Herz 2=17660ad ease 4), 21a053(Ioad case 3)
Max Upiilt3918Qoas ease 4), 21=-34(kred case 4), 30=-.l(1osd 5866 4), 32'-17(Iaad oast 5). n. -10(102O oase 5),
34=10(14ad ease 4), 35=10(laad cats 4), 36=-11(10ad case 4), 37.4(Ioad cast 5), 36•-1 B(Toad G06a 4),
2$=-7(k4A cage 3), 27=25(laad case 5), 26=21(load Ease 5), 23.•19(Iead case 5), 24.4900ad case 3)
Max Grav 31=14(toaa case 2), 3?145(loed Cate 6), 21=414(load case 1), 29=169(Ioad case 1), 30:114(Ioad case 6).
52'.221(19W case 6), 33=2214oad case 1), 34+22000ed clue 1), 322D(Iaad case 6), 3E 221(Ioed case
5), 37s217(Ioad maw 1), 30=255(1046 case 61 2.80217(loed case 7), 27=2246oed vase 7), 26=221(10d
cage 1), 25=216003d case 1), 24T243(load case 7)
FORCES (Ib) - First Load Cage Only
TOP CHORD 1-2=37, 2.3=•142, 3-4=-99, 4--103. 5.e-86, 6-7e.103, 74=-103, 8-9=103.8-10=-103, 10-11=103, 11.12..104,
12-13=-100. 13.14=.119, 1415=-123. 15-18.422, 16-17=-122, 17.16=123, 18-1 =.54, 19-20=-114, 20.21.-180,
21-22=71
SOT CHORD 2-39=0, 35-39=0, 37-380, 36-37=0, 35-36=0, 34350, 3334=0,',.2.33 , 31-32=3, 304190, 29-304, 26.29-0,
27-26=0, 26.27=0, 25.25==0, 24-25=0, 23-24=0, 21.2300
WEBS 13-29=-149, 12.309491, 11-32=-202. 90.33.-230, 4.34.400, 845=-200, 7-36=200, 6.37:-198. 4-35.-210,
3-39.-144, 14.25=.192, 16-27=-203,15-20=-203, 17.25•.198, 18.24=-216, 20.23=•105
NOTES
1) This truss has been checked for unbalanced loading conditions.
Continued an pegs
JAN 2 6 1999
A WARNING - V pma merers and READ NOTES ON ThinSANCf 12E17 -ELSE SIDE BEFORE USE,
[?salon veld for use only elCcwrneders, This design is used only upon parrmawrx gown, and is Ka ildivid oil
bu4cing cornpwwnt fo y4 ingellcd end Dodd v4,4 fi Anse: si ay or design parameter& and proper ineoreca tiors of
component le reaponelblltry of auteeng agates/ • not truss designer. Bracing shown is for leas* auppwt 0f : vidv3I web
members arty, '4 Li xal lenyordry bracing to Wats stability awing constadion is ale resdne:why al the amity. Adtatiesai
permanent bracing of ire waren stricture Is the responsibility of the tanking designer, For general 9udanca rega+¢ing
fabrication, 4uell1y control, stems., detvery, Dreciian, and bredng, coma CIST.89 Quelibr Standard. DBMS Brae+rr9
Speci6eattlm, and H11141 ffendlh19 aure14Iir1g and /Ratline Rea emmendellon available from Mise Rafe MAIM. 5135 0'
Oneida Drive, M.dl.on, WY 33719
YITak Industries, Inc.
Jan, '2 5. 1999---10:28M/—MITEK INDUSTRIES
'Sob
ROSE
GED1
DUAL PITCH
Ply
Butteries Residence
EAGIS FRAMING SYSTEMS, Gypsum, CC 131637
2s Nov 11
Na, MO—P. 7/17--
R10727T5
Zak ndustries, Inc Mon J9n 25 08:06:251999 Page 2
NOTES
2) Thio truss has been designed for the wind loads generided by 80 mph winds et 25 ft above ground IBvel, using 5,0 psi top chord bead IOSd and 5.0 per baton) chord dead load,
1000 mi from hurricane oceanline, on en occi.ipericy category1condition I enclosed lxukiing af dinreneiOns 46 It by 24 ft exposure ure 9 ASCE 7.95 per 1..9CIANB196 N end
verde*6r eandlavere exist. they Bre eI eared fe wind. If POrbt;es cost, they pre nal eked to wind_ The lumber DOL increase is 1.33, and the Vole grip irorease 141.33
3) For awdssaposed to wind, see Miter( Standard Gable Eno Detain'
4) Au plates are M20 plates unless oven ie indicated.
5) Gable requires continuous bottom chord bearing.
8) Gabie studs spaced ea 240 On °enter
7) This Vasa has been designed fore 1 MO psf bottom chord live load mem-matron; with any other Inge beds per Table No, 16.15, UBG94.
8) Provide mechanical comedian (by others) of truss to bearing plate capable of withstanding 18 Ib uplift et joint 39, 34 Ib uplift at joint 31, 4 kb uplift at joint 30. 17 Ib uplift 9t joint
32, 10 Ib uplift et joint 33, 10 Its uplift et joint 34, 101b uplift at Joint 35, 11 Ib uplift itt joirrt 515, 9 ea lapU r ar joint 37, 10 lb u,p4R etioint 36, 7 Ib uplift et joint 28, 25 Ib uplift et ja m
27, 21 Ib uplift et Aire 26,19 Ib uplift at joint 25, 20 lb uplift at joint 24 end '16 Ib uplift al jo nt 23.
9) This truss hee been designed with ANSI TPI 1-1995 Menta.
LCIAD CASE(S) Standard
WARNING - T anaireten mid READ NOTES ONTHISAN!) REVEESS SIDE BEFORE USE
• valid lir use arty efth Perreicannectais, This design is Lased only upon parameters shover, and la for an II-Mi./Muni
N2de9 ocmpdnent 1a be [Maned And loaded verecatly. APp a btty of design parameters and proper inoarperatiOn 01
component is fly of butdng direr - not truss designer. Bracing sham is for towel sweat of mdiridual web
meesbere erdlc Adtli6enet ale 44,71,1 fl+pdeKJ 10 lrisVre 3grb0ily dining co On i3 eine r isibiclY 4f th0 onsoor, Additional
permanent bracing of Ire overall structure lute reapoosIbi ly el the bulling designer. Far general guidance reger ing
fabric4On, Quality coned!, Maw, delivery, erection, and bracing, puna cora Chaeltry Staederd, l3SS'SS Bracing
epeeeicallbe, m5103-91 Itarrdli19 Metalling and Stating Fleoee 1wldd!!d4 available IromTru Plate Mefihite, M3 D'
Pnernip murrina, horse n. Ya 55719
llliTek IAdeeslrlec Inc.
JAN 2 6 1959
Jan. 26. 1999 10:29A I IIITEK INDUSTRIES
Tres Teas Type
ROSE ..
T02
F.A LE FRAMING SYSTEMS,
1
1-0.0
DUAL SaSSOR
m, CO 8183
104-12
20-0-1
No, 9339 P. 8/17
Cly- Ply G rri+s ResIdence
R10727T6
24 1
4.1We7Nov 11 1996 MlTek Industries, Int. Men 39:401999 Pa95 1
90-8
6.00 12
26-9-1.
5-0-15
34-0-0
7-2-1
:2-4‘1111111hAk
8x10
a iltol13 1
- IS 1.5011 ' 1.5xe 11 10
,r 2.09 12 3 4�
104.12
10-3-12
:0-1.12 0.2.11 :0-4-10
y
:0.1-13
• tii
20.0-0
9-8-4
3:0-2-5.. ,
3,001 z
20-9-15
6.9.15
34.0-0
1-8-0
7.2.1
{
LOAQINO (per)
TCLL 40-0
TCVL 10,0
DOLL 0,0
BCD. 5.0
SPACiNG 2-0.0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress InCr YE$
Code UBCfANS19S
c31
TC 0,81
bac 0.83
wl3 0.91
DEFL {m) (100 Ldedf
Vert(LL) -0.38 2-14 x999
Vert(1L) -0.61 2-14 X655
Hors(TL) 022 5 ria
ist LC LL Nin Men = 360
PLATES GRIP
6(213 1071144
Weight: 176 Ib
LUMBER BRACING
TOP CHORD 2 X 6 F 1650E 1.4E *Except' TOP CHORD Sheathed or 3.0.0 on -:enter purlin spacing.
5-0 2 X B SPP Nat, 6-0 2 X 5 SPF Na_2 BOT CHORD Rigid calling direedy applied or 10-0-0 an mar bradnp.
SOT CHORD 2 X 4 SPF 1850F 1.4E Swept* WEES 1 Row at midpt 3-12
8.12 2 X 4 $PF Nat
WEBS 2X4DFsld
S1JOER Lel 2 X 5 SPF Not 69.7, Right 2 X 4 SPF Not 4-9-5
REACTIONS (b/size) ll 5-B, 22030/0.5-8
Max Hurz2=181(load Cate 4)
Max UpIiW-4311cad case 5), 2-429oad ewe 5)
FORCES (db) - First Load Casey Only
TOP CHORD 1.2-15, 2-3=3855, 3-4-2462, 4-5-2462. 5-6.-2711,6-72711. 74 432, 6-9=31
SOT CHORD 2-19'3630, 14-166313. 13.14;3530, 12.133530, 11.12=2871.10-11=2871, 6-1/871
WEDS 3-14.100,342E-1306, 5-12=1845.7-12-50T,7-1170
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This 'MSS has been designed for the Wind loads generated by 80 mph winds ed 2,511 abate ground betel, rising 5.0 psf tap chord
dead load and 5.0 psi bottom chord dead load. 1000 Mi from hurricane oceanllne, on an occupancy tastagory 1, C4ndlL1011 I
cncfosed building, or dimensions 4511 by 24 it with Emposure 8 ASCE 7-93 per UBCIANS19511 end Verticals or cantilevers exist,
tier ere exposed icy wind. If porches e:dsl, they ore nal exposed to wind. The lumber DOL in0rease is 1.33, and pre PSS gnP
inrsease is 123
3) All plates are M213 plebes unless otherwise indicated_
4) This truss has been designed for a 10.0 psi bedlam chord five load nonconciment with any other live loads per Ta ble No. 113-5,
UBC -ML
5) Bowing at joint(s) 8, 2 consider* pamper b5 grain value using ANSIffPI 1-1935 angle to groin formula. Building designer should
verify oapacty or bearing surface.
6)Provide mechanical commotion (by others) of truss to bearing plate capable of withstanding 43 Ib uplift el joint 8 and 421b uplift
a1 joint 2-
7) This truss has been designed with ANSI/TPI 1.1995 aitoria,
LOAD GASES) Standard
A,WARNING - virifire4.4,c paratmezerserad READ NOTES ON THIS AND REVERSE SIDE BEFORE U5F
oeegn vas lar vee tidy an IlfillWle eennextee . Tisdealgn ie based any upon pare nolers sham, and la mor an individual
oinking component to be Installed end loaded verUcenje Appfreblity of *elan parameters and roper Inoxporelion of lw
ow portent is reepensisitir GT Mating designer- nes tans designer. Bracing anew% is rotal
t oral support of iileNdugl web
members only. Addltionei temporary eredeg m metre stabety during aenotnicdon Is the responalbtlry of the erector. Addtional
permanent g et to t san der/a is the naepedsitility of the bailee designer. Foe general f ^9
tmrtteuon, quality cantor. e10! e, dee,reiy, erecter, and bracing, oonewt t3Sr.ee malty standard, DSD -ea t3eacing
Specification, and H113 -9i Haedgn9 Installing and stadia Reoammerdndsn available from Twee Plats lneihu % S631Y MITek IddUslrfn, Inc.
Deeds Drivel, Madison, WI S9T10
JAN 261999
Jan, 26. 1999_10:26AM MITER INDUSTRIES
TOMJab - TfkSS TrType
GUIIEERE 1T DUAL. $DISSOR
EMLE FRAMING SYSTEMS. Gypsum. CO 81 tor ,
T1-61
14-0
10,3.12
10-3-12
04r
13
Aly
Ifo 0:330_P 4/17
gulicerres Residence
R1072773
_2001
9-5-5
9.013171i
4.0.32 $ Nev 11 1998 P 9Talt Industries, inc. Nice Jan 25 07:39:321999 Page 1
X15
8-9-15
344-9
7-2-1 1-8-4
a.52 12
7x1 0
14 f3
16 15 5x6 WBS
3Y5; 1,5,4411
eve W9=
10-3-12
10-3-12
20.0-0
9.8-4
215
84-16
340
7-2-1
Plate Offsets (X,Y): (210r1 -0,0-2-41.151Q-4-10,0-341, [7:0-1 15,04.81. f11:0.2-5,edgee.11813-.3-o,ednal. �1 : , pe
LOADING (psi)
TOLL 40-5
TCDL 20.0
BCI. 09
BGE+L 5.0
SPACING 2-0-0
Plates Increase 1.15
Lumber increase 1.15
Rep Stress In YES
Cada UBCIANS195
OSI
TC 5.99
BC 0.93
WS 4.96
D!FL Qn) Qcv) Itdcn
Vert(LL) -0.38 2-14 }999
Wag* -0.55 122.14 0521
Horz(TL) 0.37 7 rite
1st LC LL Min Ude011= 350
PLATES GRIP
1420 1071144
Weight: 179 Ih
LUMBER
TOP CHORD 2 X 6 SPF 1650E 1.4E 'emir
5.5 2 X 5 SPF 1402. 1-4 2 xis 9PF 1800F 1.6E
BOT CHORD 2 X 4 SPF 1650F 1.4E
WEBS 2 X 4 ISP Std
SLIDER Left 2 X 5 SPF No.2 5-9-7. Right 2 X 6 SPF No.2 4-9-5
REACTIONS Qbfaht) 7=240E1/O¢6, 2 240V0-6-8
Marr Hca 2=1Bt(loed cane 4)
Max Uplift7e-43(ioad case 5). 2=42(load Case 5)
FORMS (lb) - Meat Load Case Ooly
TOP CHORD 1-2=18, 2-4687, 3-4=2910. 4-5-2910.5.6x.3205, S-7=-4174, 7-547
SOT CHORD 2-18=4172,15.11 4172,14.15=4172,13-14=4172,12-13=4172,11-123392.10 11 g3392.5-10.13393. 7-90S39a
WEes -14=100.3-12=1542, 5-12=2157. 6-12718, 0.11171
NOTES
1} Thisfruss has been checked for unbalanced leading narrations,
2) This truss hes been designed for the wind Toads generated by 90 Mph Winds x12511 above ground level. using 5.0 psf top chard
deed load end 5.0 psf bottom chord deed load, 1000 rei from hurricane Dceanline, on an occupancy category I. condition I
enclosed building, of dimensient 45 it by 24 h with exposurel5 ASCE 793 per UBC/ANS195 If end vet1ioals or caNilevers exist.
They era exposed to wind. If porches sods, they ere not exposed to wind. The lumber DOL Increase is 1.33, and the plate grip
increase it 1.33
3) All plates ere M2D plates unless otherwise Ind+'c led,
4) This truss has been designed fur a 10.0 psf bottom chord live toad noncancxertenl with any other Eve loads per Table No, 16.8,
USC -94.
5) Bearing et joint(a) 7.2 considers parallel to grain volae using ANSVTPI 1-1995 Angle to grain formula. Building designer should
verify capacity of bearing surfeos.
6j P/eVide rnettranical connection (by others) of Russ to bearing plate capable of withstanding 43 Ib uplift at join' 7 and 42 ib uplift
at joint 2.
7) This truss has been designed with ANSIITPI 1-1995 arileria.
BRACING
TOP CHORD Sheathed or 2-7-6 on center purlln spacing.
BOT CHORD Rigid Ceiling directly applied ur 10-0-0 on canter bracing.
WEBS 2 Rows al 113 pts 3-12
LOAD CASE(6) Standard
A WARNING - verb tickpponarsears "Jul READ NOTE$ ON MIS ANO _R VERS!; SIDE BEFORE USE.
Design valid tar IAN only until Yr w,vwctars. This 4e n ie based only Won p,mslen ehewn, and is for an individual
timing component to ea Smlwed and Ceded Vertically Appleabitty ow aeaipn parameters and proper incorporation of �..
manporlarit r respvnsibiliiir a1 WIding design*. not truce designer. Bracing shown is for lav support efInclOduru wv5
members only Aire 11aner temporary bradng to Ceuta stab y during aaraeudien is dee resporre✓bIay mem erecter. ,ethereal
parmananl bracing d the overall alrucune is cine responsjb1fl5' of the building desgner. For panoral guidance rimming
Welita5dv, nudity MAW, *rag& d1tv8 r. erection, and Peering, oonyult 0$T -ire outcry Stprd rd, D$9-89 arming
3paculesilan, and HI9.81 derseing Inetaltlhe and arming Recommendation available from lhrae Plele itut , ee9 D' Mi'Tek hndrlstr1ee }to.
notch% gist, leadiessn, WI 537/9
JAN2& 1999
Jan, 26, 1999 10:2 AM KITEK INDUSTRIES
Jab
GUTIERE•
ruse Type
OUAL PITCH
EAGLE PRAWN SYSTEMS. Gypsum, CO 81637
w1 Q 10.1-12
qty
9
Py Cutierres Ronidenae
Na, 0330„P. 3/17
R1072772
1
4.0-327FirirElndiddrieS, Ina linen Jan 250729291309 Page 1
200.4 { -- 26-11-11 34 40
1.6.0 10-1-12 8-10-4 6-11-11 7.0-5 1.6.0
11,67111
7
Sod#- 13 14 13 12 11 10
30= 1.5c41134=
10-1-12
10-1-12
let =
ae4= 1.504 0
2QJ 4� 26-11-11 -+
9-10.4
6-11-11
34-0-0
7-0-5
5x611
-Plate Offsets LX,Y): 12-:04-0,0.2.101, 03:0-0-0,0-3-1], [8 12.0-0-
_ .
LDADdNG (pal)
SPACING 2-04
CBI
DEFL (in) (loc)
Well
PLATES GRIP
TCLL 40.0
Pietas Inoreaae 1.15
TC
0,99
Veit(1.L) -0.34 2-14
2.999
fJ120 197/444
TCDL 20.0
lumber Increase 1,15
BC
0.85
Vat(TL) -0.54 2-14
»745
3CLL 0.0
Rep Stresslnar 'YES
WB
0.55
Hoq(TL) 0.13 8
MI
BOOL 5,0
Cade USC/ANSI95
1st LC LL MIn Ifdes = 360
Weight: 167 Ib
LUMBER
TOP CHORD 2 X 5 OF 1490F 13E -Except'
5-52X6SPF No2.6-92X6$PFNot
BOTC140130 2 X4 SPF 1350F 1.4E'E eepr
8_112X4SPF No.2
WEBS 2X4DFS1d
WEDGE Right: 2 X 6 SPF Not
SLIDER Lett 2 X 4 VP N0.2 6-714
BRACING
TOP CHORD Sheathed.
BOT CHORD Rigid oaiTmg directly applied or 10-0-0 on Center bracing,
WEBS 1 ROW el mldpl 7.12
2 Rows at 1/3 pts 3.12
REACTIONS (Iblsiza) 2=2393/0-58.8=2414/0.54
Max Hous 201830ond case 4)
Max Ilplif2✓=-42(foad case 5), 8-47(tosd aaga 5)
FORCES (lb) - First Load One Only
TOP CHORD 1-2=22, 24'4239, 3-41946.4-5=-1946.5•6a.122.9 7=--2122, 74=-28217. 6.9.43
BOTCHORD 2.15=21145. 1415=2049, 13-14=2349.12-13=2&49.11-12=2230. 10-1102230. 8-10=2230
WEBS 3.14x99, 3-12=-1271 5-1201034. 7.120.634, 7.1070
NOTES
1) This truss hes been checked far unbalanced loading sonditians,
2) This truss has been designed for the wind loads generated by S0 mph winds at 25 ft aboveground level, using 5.0 ps1 lop chord
dead load and 5.0 par bonnm chord dead 1690, 1000 rni from hurricane ac eSnline, on en °couperay category I, oonndita'on I
enclosed building. of dimensions 45 fl by2411 mflh exposure B ASCE 7.83 per USG6AN0195 11 end vodkas or cantilevsars mnst.
they are wooed 10 wind. M porches Cadet. they ere nal exposed to wind, The lumber DOL increase Is 1.33, and the plate grip
increase is 1.33
3) All plates are M20 plates unless otherwise indicated.
4) This truss has been designed for a10.0 per bottom chord live load noeconotirrent with any other Ws loads per Table No. 16-B,
UBC -94.
5) Provide mechanical connpelion (by others) or truss to beating plate capable of withstanding 42 lb uplift at joint 2 and 47 Ib uplift
al joint 8.
6) This trot* Mc been designed with ANSNTPI 1.1995 Criteria,
LOAD CASE(S) Standard
A w4HNJNG - Verirp ri parmmrrrI anrdREAD NOTES ON 7V7$ AND i f 145 51D BEFORE USE
0e.4gt veld ear use only wen wrnooror . This design Is teased only upon parameters shorn, and Is ter CR InOvldcrel
building aomponentto be inelafled and leaded verdaelly. Applicability of design parameters and proper inoapora5m of mama=
component b . Aporieneltt m ora-Oultdi desire**. to - Insure
coax designe-. Ermine boo i for sporeima edlymesooer , tet
mprnharg enry. Adrerisnal temporary graelg 4x IR4Lrr4 coarsely earns carieMte6src is the rodty of the 9n9rmoc Atldi6pc51
immanent b awn:a of the averal structure is the responsibility of the bolding designer. For general wedame warding
Il
140164i11811, Qua br C5np01 Maas, 4elw4N, aroc3Lon, and @ra:/r 9, oo+sautt LAST -SE IAytezI Sten gird u89.99 aratirrg
Specnfaaoarw and HIS -91 Hsadling eiatatmrg and ancett{ Peemmteaneellon ava5sme from mass Rate 1nel14rte. 655 IY MITek Indualdes1 Inc.
Q, Ida aloe, Medtson, 'NI 53719
JAN 2G1999
Jan. 6.1999 10:25AM MITER INDUSTRIES
Job Truss - - Trues Type
GUFIERE • GED1 QUAL PITCH
EAGLE FRAM INC SYS1EM S, Gypsum, 91537
2
pP fy' -1 ilerree Residence
1
No. 0330 P. 2/1?
R1072771
4.0,32 S Nov 11 1
8 i e Indusptes
ins, Iden Jan 26 08.05.44 1999
N4sisS
2) 77rEs Buse has been designed for the wind toads generated by 80 mph winds x125 I1 ObGve ground level. using 5.0 psf top Mord dead toad and 5.0 pal bWtlldm chord peed Egad,
1000 mi from hurrlearle OOeanlifG an an occupar1Cy Category I, condition 1 enclosed wading, of dimensio 46 ft by 2411 ran e11POsure S ASCE 7.99 per UDC/P.15195 If elle
verticals or cantilevate Cadet, they are exposed to wind. If porches exdet, they pre flat eXposed to wu1d. The lumber DOL increase is 1.53, and the piers gift increase le 1 33
3) kr studs imposed to "And, see MfTek "&andard Gable End Deter
4) cal plates are M20 pietas unless otherwise Indicated.
5) Gable requires Continuous bottom chard bearing.
9) Gable studs spaced at 2.4.0 en center.
7) This truss has been designed fora 10.6 psf too11om chord rive load nonconarrnent with any other rke loads per Table N4, 19$, 179094,
(I) Provide medlarreal eonneobon (by ciherE) Of truss t3 bearing plate capa4le of withstanding 19 Ib uplift et joint 40, 341b uplift at joint 21, 1 Ib uplift at joint 31, 14 Ib uplift at joint
32, 10 Ib up115 al joint 33, 13th uplift al joint 34, 13 Ib uplift at Joins 36, le Ib uplift et joint 37. 9 Ib uplift *joint 38, 1614 uplift at joint 39, 10 Ib uplift eljoint 28, 28 -lb upet at jdrlt
27, 21 Ib uplift al joint 26, 15 th uplift al joint 25, 29 Ib uplift at joint 24 geld 16 Ib uplift at joust 23.
9) This buss has beers designed with ANSI/TPI 1-1995 criteria,
LOAD CAMS) Standard
,e , WARNING -�d peramed rer sREAD NOTES ONTHIS IANersan .REVERSESIDE
IDEBEFORE
5E REUSE
Deal valid far use on obnnacmrs. Thla design Is ba�
sed a n
building component to be installed end loaded verd:alba Aoolicability of design parameters end pPoper inocrporalivn of 11•1
compomembers t ora responerird yt rr bo arylb bracing
to -sot boas de' duan_ 9rsreig tiowri d to Menain8LLpport h MMus] wee
members ony, Addifiena+ temporary br>;t:irg ra insure etabifq during r;wesbuoG�wi is the raeponabi6tY 4f the ere6tor. Additional
pefinen8nl bateing of the overall eeucture 4 the reapaneitplrly c11he bliltlng designer. For general grtidenee regama g
fabrication. quality control. Boerage. deihrary. erection and braong, amour ata -3a OuadtySlwneere, OSB -89 arming
Scwcelr�etign, and He341 Handling Installing and Bracing ;Roora ms -6144n available from Woes Plate Institute, 9E3 0' UiTfit bidu111114e,1b16.
Ondrlo Orin, Midlaon, W1 71e
JAN 2 6 T999
0
- Jan. 26.1099
IJob
, GUTIERE'
0E01
10:26AM
Trues fipe
MITE( INDUSTRIES
DUAL PITCH
EAGLE FRAMING SYSTEMS, Gypsum, CO 01637
1,8.4
-141-1-12
9.184
Ply
1
G,itrerre6 Residence
No. 9330 P. 1/17
R1072771
4 0-32 s Nov 11 1998 M ITels Industries, Inc. MOO Jan 25 09;05 421999 Page 1
his
¢11.11
areA�r
21411
201111
Ser II 13 2E111
6,94 t2 2x411
2x411 201i
2x411 1
gra 11 1
2x4 11446 r
2x4 II 7
1
40 39 38 37 3635'.4 33 92 31 30 293827 26 25 24 29 54-
1511 1.544 II 1,tt4 Il 344= 1.5x4 11 1,5x411 1.5x1 II 1.5011 1.50 II
4x3= 1-5x411 1.5x411 1,5x4 11 1.5x4 II 1.5x/ II 1414411 1.5x4 II
$.81411 ace =
10-1-1 2400 2611.11 240-o
14
&ST 12
2i411 2x411
15 Zvi I I
12
2x411
140
10-1-12 9.10.1 6.11.11 1.65
—4
leis (X,1). [2:1-8-707--CT—-1-1103'r-
- .... 1;• • 0 0.24 1.• 3- 4 0-0.7
LOADING (prd)
TOLL 40.0
TCDL 20.0
ISL 0.0
3CDL 5.0
SPAcINO 2-0-0
Plateslnoreese 1.15
Lurrlber Ir0Crsaae 1.16
Rep across Incr YES
Code UBCJANSIS5
CSl
TC 0,22
BG 0.23
WS 024
(M61319
UEPL (in) (lac) 1/ 41011
Vert(LL) nla - ora
Valt(TL) 0.02 21-22 >999
Horz(TL) 0.00 nVa
1st LC LL Min Ilde I = 360
PLATES OW
M20 107/144
Weight: 214 Ib
LUMBER
TOP CHORD 2X6 SPP Nr.2
SOT ci40RD 2 X 4 DF Sid
crrsiERS 2 X 4 OF 610.
WEDGE Right: 2 X 4 SPF Na2
SLIDER Left 2 X 4 SPF 1650F 1.4E 1-10-4
BRACING
TCP CHORD Situated or 6-0-0 on center purlin opae4ng.
E0T CI4OP.D Niggle ceiling directly applied or 8-0.0 on carder brae(rg.
WEBS 1 liCwstmidpt 13.30, 12-31, 11-32, 14-29
REACTIONS (1blaaxe) 2.434/34-0-0, 35=5134+0.0, 40•`-16434-0-0, 21=196134-0.0. 004199/34-0-0, 31=24944.0.0, 32=2314440,
33.261134.0-0- 34=257/34.0.0, 36=267/34-0-0, 37=2411134.0.0. 30=256134-0-0. 394278134-0-0,
29=247134.0.0.27=260/34.0.0, 28=281/34-0-0, 25=2 5313 4 0.0, 24=280/34-0-0
MIN Harz 2=176(load case 4), 214-1630o110. case 3)
Mex Uplift /10=-18 (load case 4), 21=.34(load csse 4), 31=1(fbad case 4), 32=.14(load cafe 5). 33=1Woad Me 5),
34=13(load cm 4), 96=43070d case 4).37=10(144d trip. 4), 32=-90oad case 5), 3 =-16(loaa case 4),
28=10(load ease 3), 27=24(load case 5). 26=21(load Oo 5), 26 -19(Inad case 5), 24=29(104d 494:43)
Max Oram 35=14(1.44 case 2), 40o168(laad case 6). 21=498(Ma6 ease 1). 30=199(toad case 1), 31=255(1034 rase 6),
32 265(laad case 6), 13;1281(loed eau 1), 34 51(..4 case 1), 36=257(load case 6), 37=261()0541 case
6), 36=2550841 case 1), 39=2780o3d cats 4#), 294253(toed case 7), 27=262(104d oase 7), 26=2411(load
case 1), 25=255Q084 erase 1), 24=2851044 case 7)
FORCES (b) - Frr'St Lova One Only
TOP CHORD 1-2=45, 2.3=-171, 3-4=-119, 4.5=-124, 54=70, 9-7=-123, 7.$4.123, 6-0=123, 9.10=423, 10-11=123, 11.12=125,
12-134,120, 13-14=-143, 14.15=-148, 15-16=-146, 141.174.145, 17,18=149, 18-194-77, 112-211217. 20.21=216,
21-22694
007 CHORD 2-40=0.39.0, 3349e-0, 37.38-=8.36-37=0.35 9E4, 54-35=0, 33-34=0.32-33=0.31.3247, 30-5140, 29 0.
26-2940, 27-28=0, 26-2780, 25-200, 24-25=0, 25.240, 2125=0
WEBS 13-30=-179, 12-314-220,11.12=213, 10-33=240, 9.34=.240, 8.36=240, 7-374-240, 6.00=-236, 4.32252,
3.408,473, 14-29=230, 14-27=243, 16-26=•240, 17.25=.237,18-24=-259, 20.23..126
NOTES
1) This torts h8S poen checked ter unbalanced loading eondnlong.
Continued an page 2
JAN 2 6 1999
ear• 14r �pma►,ietnx and READ NOTES ON THIS AND REVERSE SIDE BEFORE (155--
estgn valid lot use only ooenedora. This design is based ony upon pararootera ahoem. and 1a for an nosedual
nuking component to be Installed and Icadad veiUca0y. gdy.lcablfty of design parameters and proper Incropor.lior of
eamporent is reeperesibsiey et taking designer- net truss designer- Bre n° shown b br lateral supped or irdKdusl web
mention only Additional tempwery 4re,=4io insure ela0lllly during conabvcllon Is the reeponelaidly cit the erector. Addltlonal
permieunt Weaned 81e mem Snuttur4 41116 ealpea91blrty eine twang damper. For penor*l guid4nte ragarefing
fandraeon, quality coning. storage, &every. enaction. and 0raang,1OnsaPtOST-4G Orway Standard, 05542 Bracing
Spealf oaten, and HIS* Handling Installing and Breging Rocommetnieticn available from hues Plelo Institute, 561 D'
0100/100 Drive. 1 0i460. w153Tt I
� ry
IIITok Industries, inc.
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
kRMIT
BUILDING
GARFIELD COUNTY, COLORADO
Date Issued.15.4..h ..,.Zoned Area Permit No L*
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location; construction and erection of the proposed
structure for which this permit is granted, and further agrees that if the above said regulations
are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspector and IMMEDIATELY BECME NULL AND VOID.
Use
Address f Le al Description `u' 0
Own`.b311AVeokeiontractor":V
111" (F taw
Setbacks
Front Side Side Rear
This Card Must Be Posted So U is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing its _ ep����,
Foundation 4 d 1.4'etie. jd ,4yErn,
Underground Plumbing,3_,s-_L3 i 6C),
Insulation r7�/6_9 i
Rough Plumbing 74,, _qq :�
Drywall 7_ ai. 2,�
Chimney & Vent 747,
Electric Final (by State Inspector) If)- 7 -
Gas Piping,5.. :sT -_ mKQ%Zo199�
Final Wil' iO/t / 9,71;1'1 -
/ ,Electric
Electric Rough (By State Inspector)? 110—
Septic Final/' i f— q -
Framing /1-- -- -c /._-
(To include Roof in place and Windows
and Doors installed). ,,
Notes:VEAts P"- '�1""M`- -t 1-5�ar
• o e
'f �, Y om.
•
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
ByIAL -
IF PLACED OUTS E - COVER WITH CLEAR PLASTIC
Dat
1
CO Checklist
pull permit 1 copy assessor's
pull plans, list CO# and date (assessor's box) 1 copy w/permit
final in computer List on CO sheet
copy building card office card filled out
type CO -��
Don's signature " 1 1 ( F
2 copies