HomeMy WebLinkAboutApplication- PermitNo, 6641
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303)945-8212
Job Address 3 c/3 awl. goad 3 It/ 41QM3 Cu , .co,
Mature oMWork
Use of Building
Owner
Contractor C
Amount of Permit 5 /' L'=1
0131-1 ck . i 5 q. 1
p-QAFtivuLt. a3"). 5
391 A,
Date
/(/ 192Y/-
c 66.
Clerk
BUILDING PERMIT APPLICATION
GARFIELD COUNTY,, COLORADO
App!cant to complete numbered spaces only. PERMIT NO. 67
F .—` • - —
JOB ADDRESS (237Com 3 .,, 3!6/
1
LEGAL
DESCR,
LOT NO.
BLOCK
,.
SUBDIVISION
OWNER[)', �i71/,
ADDRESS e.2% zy
PH. !�
''�'lk
WK. PH.� 4',vr
3
CONTRACTOR , - ,v _ /�yt�, �a , •�
/.0 ADDRESS' 4,:,.}.. Co 2.
PH. y 'LI t f.,,'r.
LICENSE NO.
ARCHITECT OR DESIGNER --•
4
.�
ADDRESS
PH.
LICENSE NO.
5
ENGINEER ---
ADDRESS
PH.
LICENSE NO.
6
S.FOF BUILDING 4
S.F OP LOT 3' i, 4Cr
"7
HEIGHT
NO. OF FLOORS /
7
USE OF BUILDING .i _/J'I947--
8
CLASS OF WORK: ri1JEW ❑ADDDITION ❑ ALTERATION Li REPAIR ❑ MOVE ❑ REMOVE
DESCRIBE WORK: • ""� ^ & ti 6,-.16-70 6:1"4-7-44.7" C-`
10
AR>i— SINGLE DOUBLE CARPORT SINGLE DOUBLE
//
DRIVEWAY PERMIT ,14 ON SI FE SEWAGE DISPOSAL PERMIT SITE PI.AN
11
VALUATION CF WORK: $ ADJUSTED VAL S
PLAN CHECK FEE 1 LJ (r, c;,),(
PERMIT FEE c9,3 I •�5
SPECIAL. CONDITIONS- S961,.... , o j`r — )5} t � , i �
/
SCHOOL IMPACT FEE
NO. OF BUILDINGS ON
PARCEL
USE OF BUILDINGS NCw ON
PARCEL
TOTAL FEE 3Ir. 4 (,
OCC. GR. u /
CONST. TYPE
NOTICE
WATER SUPPLY
DATE PERMIT' ISSUED
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING. HEATING,
VENTILATING OR AIR CONDITIONING.
SPECIAL APPROVALS
REQUIRED
RECEIVED
NOT REQUIRED
THIS PERMIT BECOMES NULL AND VOID 1F WORK OR CONSTRUCTION AUTHORIZED IS
NOT COMMENCED WITHIN 160 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED
70NIN0
OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS
COMMENCED.
HEALTH DEPT.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW
THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES
GOVERNING THIS TYPE
FIRE DEPT.
-
OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED--+
HEREIN OR NOT, THF_ GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
AUTHORITY TO 1/I0LATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
SOIL REPORT
LOCAL LAW REGULATING CON RUCTION CR THE PERFORMANCE OF
CON 1
SETBACKS
2 (Date} '- 1 ` i-
Signature of ner, Contraclor or alrthorized age,1 aving r,- d and der food no e a6•ve.
FLOOD HAZARD
t
�D,`P/rG r� /5�p] {�y/ f�11P ` %/ sr.
�/
1tAp1
MANUF, HOME
(J +-r..
Buff Ing epartmentApprovalda o lanning "ii-partmen[Approva .lo
1!
OTFIER
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND(OR THE AGENT OF THE CONTRACTOR OR OWNER TO
CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT
IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE
REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.2.01 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 IT
SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM
THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM 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 LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE
RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER,
BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST_
Garform.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL ~77O_ )
1 31 (o/QJfi �/+,;)..1 v' -4-(33y fl
5.7 cy ct
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s
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De...41-6/143:61
T vfe,4 1 (4)41i
pt44
-4*
OVERHOLT TRUSS
1796 HWY 50
DELTA, CO 81416
Phone: 970-874-7070 Fax: 970-874-7068
Project:
Model:
Contact:
Site:
Block No:
Lot No:
Office:
Name:
Phone:
Fax:
DARRELL
243-8000
256-0949
Tentative Delivery Date:
Profile:
Qty:
2
Truss Id:
AG
1221bs. each
13 X
143lbs. each
r
To: -
SUTHERLANDS
3 L, IR, '151
Deliver To: g3p3
Span:
32-0 -0
Truss Type:
DBL. FAN
32 - 0 - 0 DHL. FAN
2X412X6
Slope:
3.00
0.00
LOH
Delivery List
Job Number:
Page:
Date:
Project ID:
1
03-31-1998
401suth
Dunt No: 309494044
esigner: 25.
Salesperson: RICH
Quote Number:
ROH
2-0-0 2-0-0
c2-0-0 c2-0-0
3.00 2-0-0 2-0-0
0, 00
Load By:
o* I.russ
401SUTH -=
AG
Truss type
DBL. FAN
"
2
1
•_i•_.
^^
UTHERl7�RDS
a wKn rnr
i...��...1.�....
inn
Th„ Ryer
1O -11A IQ
K876962
Jn-TOOM Pan.. -1
Overholt truss, Delta CU.
•
-2-0-0
2-0-0
16-0-0
32-0-0
16-0-0
4x4=
16-0-0
134-0-01
2-0-0
2-0-0
32-0-0
2-0-0
30-0-0
se
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr. YES
Code UBC/ICBO
CSI
TC 0.42
BC 0.11
WB 0.09
(Matrix)
LUMBER
TOP CHORD 2X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
OTHERS 2 X 4 WW Stud
WEDGE Left 2 X 4 SPF 1650F 1.5E, Right: 2 X 4 SPF 1650F 1.5E
DEFL (in) (loc) Ildefl
Vert LL) n/a - nla
Vert(TL)(0.07 1-2 >360
Hoa(TL) 0.00 ride
1st LC LL Min Udell = 240
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.
PLATES GRIP
M20 128/94
Weight 122 Ib
REACTIONS (Ib/size) 2=486128-0-0, 33=155/28-0-0, 22=486/28-0-0, 34=160/28-0-0, 35=160/28-0.0, 36=160128-0-0, 37=160128-0-0, 38=160128-0-0, 39=158/28-0-0,
40=174/28-0-0, 41=88/28-0-0, 42=334/28-0-0, 32=160/28-0-0, 31=160/28-0-0, 30=160/28-0-0, 29=160128,0-0, 28=160128-0-0, 27=158/28-0-0
Max Horz2=120(load case 2), 22=-120(load case 3)
Max Uplift2=-177{{{{{{load case 2 , 22=-177(load case 3), 34=-27(load case 2), 35=33(load case 2), 36=-31(load case 2), 37=-31(load case 2), 38=-31(Ioad case 2),
39=-33 load case 2}, 40=-24(Ioad case 2), 41=-56(load case 2), 42=-4(load case 2), 32=27(load case 3), 31=-33(load case 3), 30=-31(load case 3),
29=31 Toad case 3 , 28=-31(load case 3), 27=-33(load case 3)
Max Grav34=163(load case 5), 35=161(load case 5), 36=160(load case 1), 37=160(load case 5), 38=160(load case 5), 39=158(load case 1), 40=174(load case 1),
41=88(load case 5), 42=334(load case 5), 32=163(Ioad case 6), 31=161(load case 6), 30=160(load case 1), 29=160(load case 6), 28=160(load case 6),
27=156(load case 1)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=46, 2-3=-66, 3-4=-41, 4-5=-21, 5-6=-27, 6-7=-27, 7-8=-27, 8-9=-27, 9-10=-27, 10-11=-27, 11-12=-27, 12-13=-27,
13-14=-27, 14-15=-27, 15-16=-27, 16-17=-27, 17-18=-27, 18-19=-27, 19-20=21, 20-21=-41, 21-22=-68, 22-23=46
BOT CHORD 2-42=0, 41-42=0, 40-41=0, 39-40=0, 38-39=0, 37-38=0, 38-37=0, 35-36=0, 34-35=0, 3344=0, 32-33=0, 31-32=0,
30-31=0, 29-30=0, 28-29=0, 27-28=0, 26-27=0, 25-26=0, 24-25=0, 22-24=0
WEBS 12-33=-128, 11-34=-133, 10-35=133, 9-36=-133, 8.37=-133, 7-38=-133, 6-39=-132, 5-40=146, 4-41=-65, 3-42=-292
, 13-32=-133, 14-31=-133, 15-30=-133, 16-29=-133, 17-28=-133, 18-27=-132, 19.26=-146, 20-25=-65, 21-24=-292
NOTES
• 1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed
building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC//CBO If end verticats or cantilevers exist, they are
exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is
t33
3) Non Standard bearing condition. Review required.
4) All plates are M20 plates unless otherwise indicated.
5) All plates are 1x4 M20 unless otherwise indicated.
6) Gable studs spaced at 1-4-0 an center.
7) For studs exposed to wind, see MiTek "Standard Gable End Detail"
8) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 177 Ib uplift at joint 2, 177 Ib uplift at
joint 22, 27 Ib uplift at joint 34, 33 Iuplift at joint 35, 31 Ib uplift at joint 36, 31 Ib uplift at joint 37, 31 Ib uplift at joint 38, 33 Ib uplift
at joint 39, 24 ib uplift at joint 40, 56 Ib uplift at joint 41, 4 Ib uplift at joint 42, 27 Ib uplift at Joint 32, 33 Ib uplift at joint 31, 31 Ib
uplift at joint 30, 31 Ib uplift at joint 29, 31 Ib uplift at joint 28, 33 Ib uplift at joint 27, 24 ib uplift at joint 26, 56 Ib uplift at joint 25 and
4 Ib uplift at joint 24.
9) This truss has been designed for both UBC -94 and ANSI/TPI 1-1995 plating criteria.
LOAD CASE(S) Standard
MAR 19 1998
A. WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is lar an individual
building component to be Installed and loaded vertically. Appllcabi[ity of design parameters and proper incorporation of
component is responsibility of building designer - not truss designer. Bracing shown is for laleral support of individual web
members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional
perrranent bracing of the overall structure is the responsibility of the building designer. Far general guidance regarding
fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, 085-89 Bracing
Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'
Onofrio Drive, Madison, WI 53719
MiTek Industries, Inc.
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WEBS ARE NUMBERE.
CONNECTOR PLATE CODE APPROVALS
86-93, 85-75. 91-28
CO
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1591,1329.4922
0
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FOR M018.01 9
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o - Truss
01SUTH X
Overholt truss, Lelia CQ814T6
12
,• r
Truss Type
DBL. FAN
5-3-12
2-0-0 5-3-12
3.00
8-10-8I 12-5-4
3-6-12 3-6-12
Ny s
1
4.Q -d s ec r MiTek Industnes, Inc. Thu Mar 19 15:06:31 1998 Page 1
16-0-0 19-6-12 23-1-8 26-8-4 1
3-6-12 3-6-12 3-6-12 3-6-12
4x6=
3x8 7 3x8;
1x411 8 ti 1x4 11
1111 N4144410 9 2x4
2x4` 5
.0
4 - -� 1 11 ,
3Vi �--�� 12
- += 14 10x24x12_
32-0-0 34-0-0I
5-3-12 2-0-0
2-1-12
2-1-12
3x10=
8-10-8
6-8-12
1
8x8=
16-0-0
23-1-8
3x10=
29-10-4
7-1-8
7-1-8
6-8-12
32-0-0
2-1-12
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIDER
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1-15
Rep Stress Incr YES
Code UBCIICBO
CS'
TC 0.68
BC 0.75
WB 0.81
2 X4 SPF 1650F 1.5E
2 X 6 SPF 1650F 1.5E
2 X 4 WW Stud *Except*
7-15 2 X4 SPF 1650F 1.5E
Left 2 X 4 SPF 1650F 1.5E 2-5-0, Right 2 X 4 SPF 1650F 1.5E 2-5-0
DEFL (in) (loc) Ildefl
Vert(LL) -0.58 15 >658
Vert(TL) -0.86 15 >444
Harz(TL) 0.17 12 n/a
Min Length / LL deft = 240
BRACING
TOP CHORD Sheathed or 2-3-3 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied or 8-5-12 on center bracing.
PLATES GRIP
Weight: 137 Ib
REACTIONS (Iblsize) 2=2117/0-3-8, 12=2117/0.3-8
Max Holz 2=-28(Ioad case 3)
Max Uplift2=-421(load case 2), 12=-421(load case 3)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=27, 2-3=-6589, 3-4=-6589, 45=-5741, 5-6=5741, 6-7=-3944, 7-8=-3944, 8-9=-5741, 9-10=-5741, 10-11=-6589, 11-12=-6589, 12-13=27
BOT CHORD 2-16=6400, 15-16=4651, 14-15=4651, 12-14=6400
WEBS 4-16=-869, 5-16=-371, 6-16=1210, 6-15=-1087, 7-15=1557, 8-15=-1087, 8-14=1210, 9-14=-371, 10-14=-869
NOTES
1) This tntss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord
dead Toad and 5.0 psf bottom chord dead Toad, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed
building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBCIICBO If end verticals or cantilevers exist, they are
exposed to wind. If porches exist, they are not 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 421 Ib uplift at joint 2 and 421 Ib uplift
at joint 12.
5) This truss has been designed for both UBC -94 and ANSI)TPI 1-1995 plating criteria.
LOAD CASE(S) Standard
MAR 19 1998
• :Q
tl
28252
A WARNING- Verify design parameters and READ NOTES ONTIM AND REVERSE SIDE BEFORE USE,
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is far an individual
building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of
component is responsibility et building designer - not truss designer. Bracing shown is for lateral support of individual web
members only. Additional temporary bracing 10 insure stability during construction is the responsibility of the erector. Additional
permanent bracing of the overall structure is the respensibilily of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection, and bracing, consul QST -88 Quality Standard, DSB-69 Bracing
Specification, and NIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' Ii1ITek Industries, Inc.
Onofrio Drive, Madison, WI 53719
Safety Notes
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WEBS ARE NUMBERE.
CONNECTOR PLATE CODE APPROVALS
86-93, 85-75, 91-28
1591, 1329, 4922
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INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issue3 log Zoned Area Permit No 6 41'
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
Inspe or and IMMEDIAT LY BECO E NULL AND VOID,
Use
CM' le t*ei
Address or Legal Descript'o
IAA illinllIlMINMIARri=?runlrP"- *IP
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing ---„,, S .-, , -- .k f- . ,
Foundation ,,f,,
Underground Plumbing t/j4
Insulation ii
Rough Plumbing ki
Drywall ii,k
Chimney & Vent 4,1,
Electric Final (by State Inspector)
Gas Piping fv'
Final, i.-, 6i f
Electric Rough (By State Inspector)
Septic Final
Framing 4 - -7- ?I !i ---
(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.
—
y-�ri59 THIS PERMIT IS NOT TRANSFERABLE
Phone 945- 109 8th Street County Courthouse Glenwood Springs, Colorado.
APPROVEDDO NOT DESTROY THIS CARD
DateP619e By 1141 « 1 tisk** IN Cr—
IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC