HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8th, Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
Job Address f f 3V �� S f i rLE
Nature of Work EAtilding Permit
No. 7626
Use of Building S
Owners, t r\`F hA ( %f l LEI?
Contactor A OP K HztTTP1.S k) ASSOC-
Date
SsoG M
Date IQ f 91 OW
Amount of Permits
Clerk
SEPIC- St'4GAW$€
GARFIELD COUNTY BUILDING PERMIT APPLICATION
t ' GARFIELD COUNTY (OLENWOOD SPRINGS), COLORADO
TELEPHONE: (970) 945-8212
PERMIT NO. 747;.? W
INSPECTION LINE: (970)384-5003
PARCEL/SCHEDULE NO.
2--
106 ADDRESS: C « 045 p p�[ { 4: i 42--
1
I
LOT NO. BLOCK NO. SUBDIVISION/EXEMPI1ON
2
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ADD"E"' /41 q C4:464030 1 k . KIFLG
064904k zf4, RIFLE,CO B/450
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ADDRESS
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STIGIL BUJ LT �
8
OF WOLIC, YE�SW DADDMOH wu r�cA1 CLOVE DRErOVE
9
-GUAM AWOL! )1poou1 VAXPORT: MEWL! WORMS
10
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)(DRIVEWAY PEN= 21/�
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VALUATION OF SKIM$ 17b, 00 O ADJ06S�VAWA 1oM1 `„1 A2
0.7
5S6
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF
pOIARADO.
TSI8 PERMIT BECOMES NULL AND VOID IF WORK 011. CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHIN 110 DAYS, OR IF CONSTRUCTION OR
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME
AFTER WORK 18 COMMENCED.
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT. AIL PROVISIONS OF LAWS;
GOVERNING THIS TYPE OF WORK WR.L BE COMPLIED WITH WHETTER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
AUTHORITY TO VIOLA = OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LOC / LAW ' : s A i 0 r a NSTRUCTION OR THE PERFORMANCE OF
• N. I
] J �] t� J
PLAN CHECK �%/ T f I`� , I
--�/ �
PERMITFEB 2:7 ,
TOTAL FEE,jr DATE PBdtMTT ISSUED:
X S 0 `l .1 6
GROUP: CONST: TYPE:
n —3 u — ( V - a
ZONING:
SETBACKS:
'`,//
/ .
S • . ' . .ofOW,bt,Coabaororaaa�ariaed ..r` .rap uoa• .,�- j
z�90 l •� , : •/ii . ` ere
� _ :.//�!/. ,
MANU. HOME:
ISDS NO. do FEE: �j
� rAf Iso.
7 0 b
B+IWing Dept. APPmva,Dato ' Plambs Dept. " . .. .
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 BUI DINGDEPARTMENT.
IN CONSIDERATION OF TIE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH AIL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY
GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.21.201 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 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 REQUIRTNO THE
CORRECTION OF ERRORS IN SAID MANS, 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.
'LITE REVIEW OF THE SUBMITTED PLANS AND SPECWICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE. AN ACCEPTANCE OF ANY
RESPONSIBILITIES OR LIABILITIES BY OARFBR)D COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION
DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER BUBDER AND OWNER. COMMENTS ARE INTENDED) TO BE CONSERVATIVE AND IN SUPPORT
OF THE OWNERS INTEREST.
Oarfoaoo3 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL)
196$ 878 96 1
The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4. 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;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all 1994 UBC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all
the required items are completed and a final inspection made.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE
ITEMS HAVE BEEN COMPLETED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR 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 Occuy : cy for the dwelling under building permit #
Signature Date
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Jt Tiilss ' Truss Tye
50,67 Al FINK
BMC WEST;Orem Trus (Linddn);Lrnann. UT 8042 -
-2-0-0 6-6-13_
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2-0-0 6-5.13
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pinto Offset's (X.Y):- ("2=0-5000.0 1'�� 6'r4 �1 ei [f '0=i f4SNLb.- .o - --
BOLL 0.0
BCDL 10.0
LUMBER
TOP CHORD 2 K 4 DF Not
BOT CHORD 2 X 4 DF Not
WEDS 2 X4 DF Sid
WEDGE ..eft 2 X 4 DF Stud, Right 2 X 4 OF Stud
SPACING 2-0.0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Mar YES
Code UBGAf1SI95
CSI DEFT [n (loc wen PLATES GRIP
TO 0.90 Vert(LL) -0.09 12 -999 M20 220/11)5
SC 4 B 0 33 I Vetrl(1'L) -0.21 2-12 ?858
l !lomat) 0.06 S Ns
(Matic) • 1St LC LL Min Vdefl a 360 1 Weight: 1191b
BRACING
TOP CHORD Sheathed or 2-10-12 on center purfn spacing.
SOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
REAC1f1ONSIlb/size) 81E1757/0-5-8, 22•1757/0-5-13
Max H0rz2x-105(io2ad case 3)
Max Uplift8=-442(Ioad cue 5),1=-442(toad case 5)
FORCES db)- First Load Case On
T0' CHORD 1.2=85: 23=•2359.3-4=-2035 4-52.1870, 5-5v-1870, 6.7=-2035, 7-8=-2353.8-9=85
BOT CHORD 2-12x1854. 11-12=1277, 10-11x1277, 8.105854
WEBS 3.1.2,1-494, 5-122705, 5-10=705, 7.10e-494
NOTES
1) Tins truss has been checked for unbalanood loading conditions.
2) This Less bus been designed for the wind loads .etteratedg0 m inch at 28 h 8bove ground levet, using 5,0 psf top chard dead load and 5.0 psf
bottom chord dead load. 100 till from hurricane oceanline, o�ncy category t, oar tier. I enclosed building, of drmensiana 45 ft by 24 ft with
exposure C ASCE 7-93 per UBC'ANSI95 If end verticaa or Cantilevers exist, they are exposed to wind. if porches exist. they bre not exposed to wind.
The lumber DOL inmate is 1.83, and he plate grip increase is 1.$3
3) A plates arts M20 plates unkas cthervAse Indicated.
4) Th+'s truss has been designed fora 10.0 psf betlom chord live load noncancurrent with any other Nye loads per Table No. 16-B, UBC -94.
5) Provide mechanical connection (by others) o, truss to bearing plate capable of A lthstanding 442 Ib uplift at joint 8 and 442 ib uplift at Joint 2,
6) This Voss has been designed with ANSUIPI 1-11)35 criteria.
LOAD CASE(S) Standard
11‘4(K52°'
45-T44/(c GifRIST�us,�AJ
51404/ _ LOA D
nrR co --u r TT; B rrc •r urE5t it DLII• _ L E 7 2E TO 1972E253233 P.FJ'ii2
Joni Truss Trus? T1Pe -- ----- --- Tar-- , i•'IY-71111—y ERTe r _.._
5041:• [31 FINK 2 1
BMC WEST -Orem Truss (trndoc), Ctnd—x'134042 . --' 92 7-Eb 1rf*j99 MiTek Indst 'trtc. rreo Apr OS 11:17.ib 7wu Page
n
13-0-0
13.0-0
7.00 12
ST5
4x4
7
g
STjS
S7'
26.0-0
13-0-0
STS � w 11
s79 0..
26-0-0
28-0.0
LOADING (1st) SPACING 2-0-0 I CM Da=FL{�,) jtoc) Udall _ PLATF.,S ORIF
TOLL 40.0 Plates Inc:es-se 1.15 1 TC 0.11 Vcrt(LL) n/a - We M20 220/95
TCDL 10.0 Lumber Increase 1,15 BC 0.06.: Vett n/a WeBCLL 0.0 Rep Stress Incr YES WS 0.15 I I -tonal) 0,00 r.'a
t3Coi. 10.0 . Code 1J3C/AN$l95 i (Mtatrix) 1 1st LC LE NAn ddee = 360 1/1/eight 132 1b
LUMBER
TCF CHORD 2 X 4 OF No.2
BOT CHORD 2 X 4 DF No.2
�1HERS 2X.4UFSt'
BRACING
TOP CHORE) Sheathed or 6-0-0 on center porlin spacing.
BOT CHORD Rigid ceiling directly applied or 6-0.0 on renter bracing
REACTIONS (Ibls¢e) 1=144,23-0-0, 19.9126-0-0, 13=144/20-0-0.20=190/28.0.0. 21.--24D15-0-0, 22.239126-04, 23=248128-0-0, 24=216/11;-0-0,
25=316126.0-0. 18=233,'26-0-0,17=241 /26-0-0. 16=24E08.4-0, 15=216W-0-0, 14=318126-0-0
Max Hort 1=212(load case 4 ), 13=-212(load case 3)
Max Up�1".-73(load case 4).22--•81{load osbe 5.23=-79(ioed cess 4). 24=-70(load rase 5), 25=.i02poad case 4), 1s=•76(020 case 3),
17 -80(load case 51, 16=-7 Iwo cases), 15=-70(Ioed case 5), 14=-102(toed case )
Max Grav19=19(loed case 2). 13=144[ pad use 1). 20•=190(temd Case 1.21=249(bad case 6), 22=2398oad case 1), 23=246(fobd Case 8J,
24 ■216(Ioed rase 1), 25=3' 0(+oed case 6), t 3-242(toed case 7). 11=241(bad case 1), 16=248(foa 1 case 7), 15=216(foad =se 1),
14=318(ioad case 7)
ORCE6 (lb) - Fire! Load Case Only
TOP CI4ORO 1-2=-103, 2-3--102, 4.5=•96, 5-6;-96, 8-7 5, 7-8=-95. 8-S=-90 9-10=98 10.11x•
Z 12-13=103
BOT CHORD 1-25=0, 24.25=0.23-24=0 22-23-0.21,22=0, 20-21=0, 19-20=0, 18-19 ,17.18=0, 16-17-0g 15-16=0.14-15=0, 13-14.0
WEDS 7.20--159, 8-21+-198.5.22=200, 4-23=-203, 3.24=.186.2-25--145, 8.18=198, 9.17=-200, 10-16=-203, 11-15=-196, 12-14= 246
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) Thl5 truss hai been designed for the wind bads generated by 90 mph winds 2t 25 ea bme ground level, uSino 5.0 psi lop chord dead load end 5.0 per
bot'4m Chord deed toed,100 mi from hurricane ooesniine, On an OCCupancy category]. corndition 1 enclosed building, of dimensions 45 t by, 24 ft with
exposure C ASCE 7-93 per USCIANS 95 tient' verticals or osntileverS exist, they are exposed to wind. If porchea exist, they are not exposed to Wind.
The lumber DOL increase is 1.33, and the plate grip ina^aase Is 1.53
3) For studs exposed to wind, see MiTek "Standard Gable End Dealt"
4) Air plates are M20 plates unless omerwise Indicated.
5) All platens are 2x4 M20 unless otherwise Indicated,
6) Gable raqui'ea continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 on Center.
6) This truss has been designed fora 10.0 psf bet;orn chord live load nonoonaurrent with any other live loads per
Table No, 16-8, UBC -94.
9) Provide mechanical Connection (by others) Citrus; t0 bearing plat. mrpable of withetanding 73 Ib t,plf0 at joint 21
81 lb uplift ret joint 22,79 lb uplift at ioirrt 23, 70 lb udr,- if at Joint 24,102 m uplift at jar, -2E, 25, 78 Ib uptit et /colt 18.
80 Ib uplift et pint 17, 39 b uplift at joint 16, 70 Ib uplift et joint 15 and 102 Ib uplift at jCint 14.
0) This truss has been designed with ANStgPI 1-1995 criteria.
LOAD CASE(S) Standard
47 rry (u :Z TK'U=,tiLin (tZ,
:ct. Truss Truss Type'--- -_
50417 B2 vAUL7
8M WES1'-OremT•citt-Its don),Crrgli511->aT-84042-
.2-0.0 6-8-1313.0,.j
2-0 0 6-8-.3'----_ _ 6-3-3
7.00' 12'
4x0
3x6..
TT
i
O I�I
1
3x-3 12
2x4
TD i. 97U'E25 33 P.04/12
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Sx6
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N3 '� 7
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5g8
3.50 "12"
25-0.0 8 80-0
6-c-1 4 2-0-0
10 -ss
y" s1347 •
•9
4K$
6-8-13 12-6.4 19-1-6 26-0-0
6-8-13 5-11-7 `2 _ _... - e-10.10
Parte Offsets(KY) 2:0.3-",0.1-81;"8-0-1-12.1'(.f0�
LOADING (ad) SPACING 2.0.0 (in) (bc) edea ALA7r 5 GR
I
P
TCLL 40.0 Plates Increase 1.15 TCS 0-49 Vert..) .0.244 10 -999 fv120
XIX. 10.0 Lumber Increase 1.15 8C 0.83 Verl FL; -0.41 10.11 >756 Z20r195
BOLL 0.0 Rep Stress 1nc1 YES � WB 0,95 Hosz(TL) 0.25 8 rise
BCDL 10.0 Code UBC/ANSI95 1st LC LL Min Udell *360 Weight: 149 Ib
LUMBERN�... .gRA1 NG _..
TOP CHORD 2 A 6 DF No 2 TOP CF -ORD Sheathed or 3-3-11 on anter p.ulirl sparing.
BOT CHORD 2 X 4 Or No.2 30T CHORD Rigid ceiing directly applied or 6.6-2 on center breCieg.
WEBS 2 x 4 LF Cres W=g5
WEDGL Right: 2 X 4 OF Sic 2 Rags at 1r3 pts 7-11
REACTIONS (1bisixe) 2=175610-5-8, 8=175710.5-6
Max Hort 2=1989bad case 4)
Max UP1i112=-4420eed cese 5). 8-442(bed case 5)
FORCES (lb) - FIrsI Load Casa Only
TOP CHORD 1.2=48L2-34-2155, 3 -4* -1506, 4.5=-1508.:-6=-1467. 6•7=-1467, 7.8=-4001.54 43
BOT CHORD 2-12=1859. 11-12.1859, 10-1103859, 8-10[3527
WEBS 3.122125, 3-11.874.6-11=874, 7.11-2644, 7-10=2.151
NOTES
1) This truss has been checked for unbalanced loading eomditions.
2) This truss has been designed tor the wind load* generated by 90 i ph winds ret 25 ft above ground level, using 5.0 psf top chola* dead bad and 5.0 psf
bottom estlord dead bad, 100 rni from hurry oononllne, on an occupancy category.l, condition 1 enclosed building. of Smonsions 45 ft by 24 It with
exposure 0 ASCE 7.93 per U$GANS195 If end verlicela or cantilevers exist, they tare exposed to wind. If porches exist, they are not exposed to wind,
Tne lumber DOL Ino -ease 1s 1.33. and the plate grip increase 1.33
31 All plates are M20 plates unless otherwise indicated,
41 Tnls truss has been designed for a 10,0 psi botom chord live bad nonconcurrent with any other live Toads per 1 ebie No, 16-E, UBC -94.
Si bearing at jolnt(g) 8 corSlder* parallel to grain value using ANSi/TPI 1-1665 angle to grain fo- nuia. Striding
designer should verify capacity of bearing surface.
6) Prcda mechanical eonrneotion (by other*) of truss to bearing plate cepable 01 wlrhstanebnp 442 b uplift at joint 2
and 442 Ib uplift at joint 8.
7) This truss has been Lesioned with ANSWTP11.+995 criteria.
LOAD CASE(S) Standard
.. .�� i , • c-' , �t :�� r., w�-.�, i i yl.., 1 -suDmOUI (dJ a 721 1.-0-1705259233 P. 05/12
Job truss : Truss Type
,
5C47 C1 DBS. FINK
EMC WEST:Orem?=uss (Ltrdoiin-('3ri.171" "640x2-'. -- .
City ' Pt-C351ey aYWNIte
5,
4.0-32 s Feb 18 1999 Mf i ek industries, ire. VV5f1 Apr up ;11,1,x1 1'8,741
4-5•4 8.4-12 - 14-7-621-0-0 28.4-10 35-9.4 1 42-0-0 4[-0-0
-4 3-8-8 6-4.1C '-- - 6.4.10 7--4.10 7-4-10 6-2-12 241.0
4.03 12
4x6
5
is
3x6.: 4x5.•.
2k4 . 4 ..-:.x. YS \3N4 $
' 2x4,. 3 I. N\ •- _ D(4n
Mnnt / \\. _
3x6- z
17 16 15 Id i$ 12 3x6='
3x6
8x8:1. 3.x6... 3x43x4 - 6x6 r..-
3x8
bx6::-
26-7_1 35 9 4 42-0-0
8-2-12 9-2-3 9-2.3 9-2-3 8-2.12
Plate Of<SF'is (X,Y): �1:0 0-0 C 0 1�La s•1 S 0-D 1a�s;,:�d�.�-011.; t) 0 f5 o 1-14 - __...., .-..
LOADING (psi) SPACING 2-0-0 CSt DE FL (1n lo^ .}�...
1 ( 1 Ifd
PLATES GRIP
TOL_ 40.0 Plates increase 1.15 • 1'C 0.87 Vett LL) -0.21 14-15 x999 M29 220/195
TCDL 10.0 Lumber Inert ate 1.15 EC 0.95 Vert(TL) -0.43 14-15 7-767
BOLL 0.0 Rep Stress IaCr YES VVB O. I- rt(TL) 0.04 12 rile
BCDL 10.0 Code UBC/AN$195 lit LC LL Mn L+dell = 360 Weight: 193 ib
LUMBER BRACING
TOP CHORD 2 X 4 DF 2100F 1.8E •Excxpt• TOP CHORD Sheathed or 5-3-9 or Dentes putlin spacing.
Ti 2 x 4 OF No,14,9tr POT CHORD Rigid Oeifirig directly applied or 0-9-0 on center bracing.
SOT CHORD 2 X 4 DF No.2 Vi/"EBS 2 Rows at 113 pit: 5.17, 7-12
WEBS 2 X 4 DF Std
WED,sE Leh; 2 X 4 DF Stud, Right: 2 X 4 DF Stud
REACTIONS 41-blsixe) 17=2637/0.5.8, 12=2583117.5-6
Mak Nom 171g -74(104W case 4)
Max Uphft17=-933(1oad Case 3). 12=- 44(Ioed case 4)
FORCES (ib) - First Load Cas Only
1 -OP CHORD 1.22788, 2.3=1402, 3.4=1402, 4.5=1402, 54,-1022. 5-7=-1175, 7.8=1629, 8-9=1629. 9-10=1651, 10-11=23
BOT CHORD 1.17=-7333, 16-17e807, 15-16=507. 14-15=1024, 13-14a1090.12-13=1090,10-12=-1546
WEBS 2.17=-647, 3.17=-515.5-17=-2731, 5.15'336, 6-16--123, 6-14■146, 7.14=72, 7.12=4132.9.12=-738
NOTES
1 This trues het been Checlu d for unbalanced Loading conditions.
2 This truss has been designed for the wind loads generoted by 90 mph winds at 251 above ground level, using 5,0 paf top chord dead load and 5.0 psi
bottom chord dead toad, 100 mi flan hurricane ooeantne. on nn oecupan fy etttegOry 1, condition I enclosed building, of dimensions 45 fl by 24 ft with
exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers cxrst. they are exposer] to wind. If porches exist, they ere not exposed to vwrnd.
The luntoer DO:. increase Is 1.33, and the pate gip increase is 1.33
3l As plates are Mgt) plates unless otheruste indicated.
4) This truss hike been designed fora 10.0 psf bottom chard Live load nOnConcurre t with any other live loads per Table No. 16-8.1113694.
5) Provide mechanical connection rby oilers) of truss to bearing plate capable of vfithsteedi g 933 Ib upItl of joins
17 and 944 Ib uptitt at joint 12.
S) This truss has been designed with ANSITI P11-1995 ctlteria.
LOAD CA5E(5) Standard
- r + zr rig in v vvL:1T L1IVUI'i Ir[o3Dc L rt''D b74.73fLr 1 7®6259233 P.0D,12
oL 'Trus&
-Truss Type
5,7 Veber -
p' 1 C2 CATHEDRAL 15 1
8MC WEST -Orem 'RUTS (Lfndan); l-Ihaon, u7 860752-4_ _ 4:0.32 a rep 18"1-ess-v17e[z r
7 uses. I1fC-{'li.�.tl Apr OS 116:12:55 200C FbifE'f'
-2.0.0 4.4.7 8-5-8 14-8-12 21-0-0 28.3.4
2-0-0 4-4-'r 4-1-1 6-3-4 6-3-4 _ - 35-5-8 42-0 44-p-9
7-3�1 7-3-4
6 _g 1-0-D
• N
V ?}iW1
326
224
3T1
8J.
W1
17
502 M2OH
1113
4.00;12 526
7
3x4.:::-.,1:
t=trrc WSST L I NDUN TRUSSSSSO1 7b_, 672E 1 1970825923 P. 07/12
Job Truss -
Stk1) Ji
DI3L FINK 1 11
BVIC WEST-O(err; Truss (ond-or). Lu►oor. U F 64042 4.0 0-00Tr1993TAi e n u .ri , nL7AWATIF0a'^11 1.7":22' 2000 `Pepe 1
9
21.0.0
21-0-0
4_00112
5x6
38.0-0
15.0-D
12
5x6 z . ?`` I 17 _. _ i4
8...:- i; I- -j5__I3, 16
SY7 $B $T9 3110 ��1 I(1 "*•r:. -.� 17 i0x10�
4 . 5F'6 $7)2 `-;6- - - 18 34411
T1 3. ST4 S75 i -Th3
2 str2.I1113 I Stas »� isea
sTis
•! 1. 8,y .- r A -._- ... .y..._-_ .. ,_.__.�.i.�i3-.I i `
c 3x0 ,? l ' .\}..\. ' Nitip r.�f2fw :,me, ' : 4.�1tM�]1 71at•_i •21Lf
40 3S 8 37 34 33 32 3 r c: i 1
8-3-t
3x6:
3x6
0-0-0
8-0-0 28-0-0
Plate Offsiits (X,Yk IC0-1-12.0-01' 1.13x -D4) -
LOADING(psf) SPACING 2-0-0 CSI
TCLL 40.0 Plates Increase 1.16 TE 0.79.
TCXL 10.0 t. umber increase 1.15 BC 0.6;
BCLL 0.0 Rep Stress trier YES W8 0.95
BCOL 10.0 Code UBC/ANSI95 (Matrix)
'
LUMBER
TOP CHORD 2 X 4 OF No.2'Except'
T1 2 X 4 DF No.10Enr
BOT CHORD 2 X 4 DF No. MEW 'Except`
832 X4 DF610.2
2 X 4 OF Std 'Except'
W3 2 .X 4 DF Srud
2 X 4 PF $td
WEBS
OTHERS
4x1019
3x4
DEFL (in) (IX) 'dell 1 PLATES GRIP
Vert{LL) No - rice M20 220/195
Vert(1i) ma - nits
'st LC LL M n I/dell = 360 Na Weight: 1119 Ib
42-0-0
0-0,0
42-0-0
6-0.0
BRACING
TOP CHORD Sheathed or 10-0-0 on center puffin spacing. emcee1 end
vortisets,
EctT CHORD Rigid o6;Iing directly applied or 6-0-0 on center bracing,
Except;
4-7-0 On Center brsoing: 35 39.
REACTIONS (luf5,ze) 34=22/28.0.0, 21=4259.28-0-0. 30-823128-0-0.31-278;28-0-0.32=228/23.0.0, 33=235.'28-0-0, 35=206/28-0-0. 36=327/2840,
37=101048-0-0, 20=279'29-0-0. 20=227/28-0-0, 27=23612&a -0.25=236!26-G-0.24=226128-0-0, 23=274128-0-0. 22=2140015-0-0,
26=1028-0.0, 38=1722126.0-0
Max Hors21=957(load tau 6). 38rr957(Taad case 6)
Myx Up1i1t21=-2273(load Case 6), 30=-$ Ioac case 331=-68(load case 3), 32=-6 load case 3). 33=•71(bad as 3), 35=_65(Ip Se 3),
36*-91(ksad case 3). =v7=-1010(Ioad case 1 , 29"�66("oad case 4). 28=-9 load case 4 27=-71(load case 4), 25=-72(lead case 4),
24=-66(toad case 4). 23=-77(I0ed Cas( 4),-474(bad lass 3), 38.48 load case 3)
Max Grav34=26(load case 2). 21=491(load Case 3)., 30 823(load case 1). 31=287Ooad case 6), 32=225 k ad case 1). 33--2335rf1(jad Case 6).
25=2360008 Cosa 1)oad case . a =238Load case 7), 23=2740008 ca e se 1). 22-214p 00d Case oad case 1), 26=199((load load mase 7), 3801722(looad case 1),
FARCES (lb) - First Lead C1555 Only
TOP CHORD 1-2-1047.2.3=1081.3-4=1088, 44=676, 6-6=1044, 6-7=981, 74=1038, 8-0=1038. 9-10=1030.
10-11=1043, 11-12=1024, 12.13=1024, 13-14=1043, 1415-1036, 15.16=1039. 16.17=11140,
17.10=1035,19.19=1051,15-20=170,20-21=94
BOT CHORD 1-4-950, 39.40=-956, 38-39=456, 37-38=0, 36 37=0, 35-39=0, 54-35-0 33-34=0, 32-33=0,
31-32=0. 30-31'•0. 29-30-0. 28-29=0, 27-28=0, 26.27=0, 25-25=0, 24-25=0, 23-24=3, 22-23=0,
21-22=0
WEBS 19-21=2140.12-30e-7133,11-31--239, 10-32=-186, 9-33=-203. 8-5.51=-197, 6.36.219.5-37-326.
3-39=-98, 2-40=-134 13-29=-239. 14-28=-186, 15-272202. 16-25=203,17.24=-183, 18-23-7-251,
19.22=-1906.4-38 744
NOTES
1) This t'uss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wir14104de permitted by 90 mph winds at 25 ft above ground level, using
5.0 Oaf top Chord deaf toed and 5,0 psf bottom Chord dead load, 100 rni from hurricane 000anline, on go
occupancy category t, CCnditlon I enclosed building, of dimensions 4611 by 24 ft with exposure C ASCE 7.93 per
USC!AN5195 If end verticals or cantiteves exist, they are exposed 10 wind. !f porches WM. Eley are not
exposed to wind. The lumber DOL increase i6 1.53, and the plate grip Increase is 1.33
3) For studs exposed 10 wind. ase MITek "Standard Gable End Deter
4) Non Standard bearing condition. Review required.
5) NI plates are M20 plates unless Othewrtse Indicated.
6) All plates are 2x4 M20 unless otherwise Indicated.
7)Gable studs spaced at 2-0-0 on cantor,
8This truss has Wen designed for a 10.0 psf bottom chord live load nonconcurrent wrth any other sive bads per
Table No. 16.8, UBC -04
Contkoed on ps e 2
-1 -p -re as 1 7.30 r ri iii k DIES i L F NDC1N TRUS a8F 1 7d5 E,7 e TO 1970E259233 P. W/12
.lab • 7,'usETruss7ype Qiy 1 Pay , vv sy um
50=1h :D1 .OSL.FMK .1 '1
B19C WEST•Orvrn Truii (Lindon , Lindcn, UT 84043
} . 4.0321"46'18-fggtyI:li re�c ln3ucf re ;•ina`WWJgpr 0517:17":?a2-'
NOTES
9; Pro+.ide mechanical connection (by otF.eft) of trues to bearing plata capable of withstanding 227; Ib uplift at int 21, 85 l4 upSff at joint $Q, 6e Ib uput el
at joint 3126.7eg 1 t uP�ift ift at a ljoir t 21,M 32, 7112 b Ib uplt if Jointl joie t 25.58 Ib uplift
ailnt Joint 24, 77 uplift 01115 pUh joint joiri25. 4 '4 Ib 1C10 lb uplift
ft a joint t J 32, a duplift3at) ft i t Jo 69 ba uplift
10) `t' truss has been designed with ANSI/TP 1.19P6 criteria.
Jo1nt 22 end 463 b upliRRt Joint 38.
1..OAD CASE(S) Standard
r- �s w� o� r r• Ser r-rr Dric -w�5s Li NOUN I -KU S C71 n3'5 672.E TO 1 g70E2592233 F .09/12
Jo:. Truss "Truss Type- -- ---Ply-- 7/ cirri b -e5-`----.... _.
50714 D2 CBI. FINK • h 1
L
?My WEST -Orem T '--
Trues (Lindon I. Lindon, UT - 54042-------- x 32 4 his Ss 141-eK In4utt wW. lii-c Wed Aar n5 16:15:42 2000• Pada .1.
4-3-1 6-2;_12 .. --_ . 1¢7.6 21-0-0 25-10.13 30-2-11 30-0-0
4-3-1 3-11-11 6-4-10 6-4-10 4-1013 4-1013 -•1
cry
2x4
2
3x6 16 15 14 13 12 11 14
3x0
fixt 3x6; 3x10_ 345-)= 3x8= 3x4
4x4
W1
4.00 -T2- Ox6
3x6;; Sx4:.: . i :- ti 3x4.::
4x6 ..-.41:-L-:::-1.•:. 7
T3 3x4
3 r ` �- SNS ' 1 1/.% \tve 'e
1 u2 v��s ';ti! ;�r
8-2-12 14-7-6 21-0-0 28-4-4 30-C-0
8-2-12 6.4.10 6-4-10 7.4-4 7.7-12
Tate eta {?(,Y : 1;8-0.0.0 15 1;OWS,5•+ 17111....._... ......_.
LOADING til SPACIr i 2-0-0 ! CSI DEFL (in) pool 4'defl ; PLATES GRIP
TOLL 40.0 Plates Increase 1,15 • TC 0.92 Ven(LL1 -0.16 1-16 -540 I M20 220; ,St
?CCL 10.0 Lumbar Increase 1 16 BC 0.68 i Vert(TLI -0.26 1-16 s.e3
BOLL 0.0 Rep Stress Ircr YES WS 0.86 Hor2(L) 0.03 10 5-W
BCGL 10.0 CO14 UB /AN$195 let LC LL Min Vdell = 390 Weight: 151 lb
LUMBER BRACING
TOP CHORD 2 X 4 DF I4o.2 TOP CHORD Sheathed or 3-3-6 on center tlurlin ^.panin0, except end
KT CHORD 2 X4 DF No.2 verticals.
VVEES 2 X4 DF Std •2xtept• SOT CHORD Rkyid ceding directly applied or 4-7-10 on Gent@r brdtin9.
`6,3 2 X 4 DF Stud,. Vi1 1 2 X 4 DF Slod WEF S 1 Row at mol 8.10
vvCDOC Left: 2 X 4 OF Stud
REACTIONS (blsize) 16=2.769910.5-8. 1 0=1 51 610-5.B
Meer tiorz 16=165(foad case 5)
Max Liptifle-1007(load race 3), 10-313(1901 naso 4;
FORCES (b} - Flrsl Load Case Onty
TOP CHORD 1-2=743.2-3L1402, 3 -41N -1064.4-5w-106 ., 5-661-1357, 6-7e-1357, 743.-1703, 8.9-0.9-10--•248
BOT CHORD 1-16=-690, 15-16=-13.50, 14-15=-1330, 13.14=1009, 12.13=1619, 11-12^1616, 10-11=1515
WEBS 2.16=-482. 3-16=-2389. 3-14=2577. 5-14= 962, 8-13=355. b-13=294, 7.13=-503, 7.11=-8, 8.11=186, 8-10--1926
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds et 25 C above ground level. using 5.0 psi top chord mad ioac and 5.0 psi
bottom Clore dead Toad, 100 mi from hurricane ooeaniise, on an occupancy Category 1, condition I endowed building. of dimension. 45 ft by 24 it with
exposure C ASCE 7-93 per UBC/ANS195 I1 end verlitetS Or Cantilevers exist. they are exposed lo wind. If porchet exit. they a•e no/ exao3ed tc wind.
The lumber DOL Increase b 1.33, and the plate grip increase is 1.33
3} Al: plates are M20 plias unlace otherwise indicated.
4 i This truss het been designed fora 10.0 pct bottom chord We load nonconcurrarlt with any other live Toads per Table No. 16-8, UOC-94.
5) Provide mechanical connection (by others) of uuaa to bearing prate Capable of withstanding 1007 lb upfftet joint
16 and 313 b uplift et joint 10.
6) This truss has been designed with ANSI/1711-1995 Criteria.
LOAD CASES) Standard
CPC, x133 b retf TV 1 V (Ub-.2 2M- P. 10/12
Jot Truss , Truss Tyne TQty .TP{jr-- —Nil y Lumber
50417 E1 KIN3PQST '1 1
.iJC wr:ST-Orem Inns (Lindon). Lindon, UT 84042.. ... • --- a-0::32 i' b 1 1p1
grMliTak`;nciustnvs.:no. Wed -Apr a
6-6-0 .�_..._ 13-0.0
644 6.f -0
r
6
4x4
7.00;12 2x4
3f -
2x4 r. Tt.,•-' i 3T2
ZT •- i
3x4 24-0
2x4 '.
2x4 ,; 2x4
2x4.]
6
2x4
$T3
2-3-0 13.0-0
2-8-0 ._. 14-4.0
2x4
2r.,
243.0
LOADING (psi) SPACING 2-0-0 CSI DI FL (in) (hoc) Vda PLATES gimp
TCLL 40A Plates Increase 1.15 TC 0.23 Vert(LL)nla - nia M20 2201106
TCDL. 10.0 Lumber Increase 1.15 i BC 0 16 Vert1TLrda - nfa
BOLL 0.0 Rep Stress fncr YES 1 W3 0.09 Norz(TL 4.00 ni
BCDL 10.0 Coda Ll8C#ANSI95 (Matrix`) tat LC LL Min Vdef+ = 360 Weight: 50 Ib
LUMBER
TOP CHORD 2 X 4 DF No.2
BOT CHORD 2 X 4 CF No.2
WEDS 2X4DFStd
OTHERS 2 X 4 OF Std
BRACING
TOP CHORD Sheathed or 10.0-0 or, center purtin spacing.
SOT CHORD Rigid ceiling directly applied Or 6-0-0 on center bracing.
REACTIONS (Ib/sex) 10.463/7-8-0, 11r161/74-0, 9418117-6-C, 12a -30E474-0, 6=309? -8.0
Mx Harz 12=-178(I4,6d case 1), 8=178{load case 1)
Max Upiftlla-81(bad Lase 4), 9-81((bbad case 3},124-33;foad rase 5), 8=•93(104d casQ 5)
Max Grav12.C+93(load case 6), EWS913(toad :.ase 7)
FORCES (lb). First Load Case Only
TOP CHORD 1.2•=270, 2.3=241.3.4=237, 4-5=-257, 5.6;241, 5-7x770
DOT CHORD 1.12=-176,11.12=0,10.11.0, 9-10=0, 8-9=0, 7-6=-1y$
1NE165 4-1C-411, 3-111.-168, 5-9=-168, 2-12=-226, 6-8=-226
NOTES
1) This truss has been CheakeZ for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level. using 5.0 psi top chord dead bad and 5.0 psi
bottom dlord dead load. 100 mi front hurricane ocoanEne. on en occupancy category 1. condldon I enclosed buliding, of dimensions 4511 by 24 ft with
exposure C ASCE 7-93 per UBC/ANS195 If end verdcels or centilerera exist, troy are exposed lo wind. If porches exist, they are not exposed to wind.
The lumber DOL Increase is 1.33, !nd the piste grip increase is 1.33
8) For t•1txis eXperted to wind, see MiTek "Standard t3able End Deter
4) Non Standard bearing condition. Review requited.
6) All plates are M20 plates infers otherwise Indicated.
6)Gable s spaced at 2i0-0 on renter.
7MIAs This trues has been designed for a 10.0 paf bottom chord five load nonconturrettt with any other live loads per
Table No. 16.6, UBC -94.
6) Provide mechanical connection (by others) of truss to bearing plate capabie of withstanding 81 lb uptif1 al Fol nt 11
81 lb uplift et joint 9.99 Ib uplift et oint 12 and 93 Ib uplift at pint 8.
9) Thin: truss has been designed with ANBUTPI 1-1Q05 C tteria,
LOAD CASE($) Standard
-- --zT ...r .-G,or X411..,1 .i.Wrl.aWVi 702 VI TU 17ri7Ge• -e,3.) P.11/12
ou Truss •TflisST$ I
�' ., ..,qty ..._.��Qy Urr�, titer _.
50414 • E2 KINGPOST ! 4
SMC WEST -Orem Truss (undo't). Lindon. LIT 64042 ' 4..T32.176;"718 -i9991 I n. u c,
-2-0.0
2-0-0
7,001:12-
6 -6 -V
,00,'12
4x4
Vl'
I(1
13-0-0
6.6.0
I
15.0.0
2-0-0
.r 50
ti
3K4.. 2x4 _. 3x4-
�y
3x6' 3x6 r
6-6-0 13-0-0
6-5.0
Plate Mats (..x.Y): 12:0-0-0 0-1-11 j2;13-4:2,0:1=1 (4Q-4-2.21-11
3-2(30£1-76-01-
15.0-0
-2R 'P c t
~
LOADING(psf) SPACING 2-0.4 1 CSI ! DER. (in) (loc) IIdefl PLATES GRIP
TOLL 40.0 Plates Increase 1.15 I 70 0.80 ! Vert(LL)-0.04 2-6 '-Q 9 M20 220/106
TCDL 10.0 Lumber Increase 1 15 13., 0.46 1 Vert(TL-0.09 2-6 2999
BOLL 0.0 Rep Stress Incr YES W6 0.10 € Buz(%) 0.01 4 Ms
ECGL 10 0 Code 11BG/A.NSI95 1st LC LL in Udell 2 360 Weight; 51 Ib
LUMBER BRACING
TOP CHORD 2 X 4 DF No,1&Bir TOP CHORD Sheathed or 4-11-1 on center purlin waging.
BOT CHORD 2 X 4 DF No.2 BOT CI -LORD Rigld 'ailing directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 DF Bid
WEDSE Lets: 2 X 4 DF Stun. Right: 2 X 4 OF Stun
REACTIONS {idRize) 2477/0-6-S. 4247710.5.8
Max Nvrz2r2111(load case 4)
Max Upthft~c-281(Ioad case 5), 4=-287(toad ease 6)
FORCE$ (Ilii - first L03d Case Only
TOP CHORD 1-2=43, 2.3=-712.3.4= -712, 4.5=13
BOT CHORD 2-601, 4-62101
WEBS 3-62127
NOTES
1) This truss has been checked for unbalanced Icsding conditions.
2) This truss has been designed for the wind bads generated by B0 mph rinds at 25 ft above Around level. using 5.0 psf top chord dead load and 5-0 psf
bottom chord dead load, 100 mi (nolo hyrricane **online, on en oaouponcy category I, ondilion r enobGed building, of dimensions 45 ft by 24 fl with
exposure G ASCE 7-93 per UBCIANS I95 II end verticals or cantilevers exist, they era exposers to wind. If porches 'nisi, they are not el aced to wind
The lumber DQL InCreate If 1.33. and the plate grip rnerease b 1.33
3! Ail plates are M20 plates unless otherwise Indicated.
4) This truss has been designed for a 10.0 psi bottom chord live load noneonc.vrrent with any other live loads per Table No. 16-B, LIBC-94.
5) Provide mec-hanlcel eosmection by others) of L-vsb, to bearing plate capable of withstanding 267 is uplift at )Dint 2 and 287 Ib uplift at Joint 4.
6) This truss has been designed with ANS1ITP1 1.1695 criteria.
LOAD CASE(S) Standard
_ .. ..... w a, ... a. , ,S LI R. wa..vr tea, wu,• IreGU,A.k..Li 10J crCO P.12/12
MoD 'Trust Tttfst T
80417 E30 HOWE 1 12
3MC WEST -Orem Truss (LJ dori),-Cirib ri. 01'-84till2--- 4.0-32 s Feb 18 1999 NGTek Industries, Inc. pr0b i l:1 r:za zston nage i
1
-?-0-0 3-7-0 8-6-0 9.5-0
2-0-0 3.7.0 2-11.0 - 271.0
2
4x8-.
7.00 ;17
4x4
,W2 w�/'� 5`•`-F,2,
`. '`., AJ- I '\.OM1~'-`.
L 6
13-0.0
3-7-0
10
3x10
9 8
10x10. 3x10
3-7-06-6.0 9-5-0 13-0-0
3-7-0 2-11-0 2-11-0 3-7-0
rutile Oif38L§-(3 Y):12' -0:0=1-f1'
LOADING (pall SPACING 2-0-0 1 G51 DEFL (in) (Ioc) Mee
TOLL 40.0 Plates Increase 1.15 1 TC 0.29 Ve i.L -0.07 9 >999
TCD.,. 10.0 Lumber Increase 1.15 BC 0.71 Ver
VenaL) -0.10 2 x899
BCLL 0.0 Rep Stress Ince N0WB 0.85 Horz(TL) 0.03 6 nia
SCOL 10.0 Code UDCiANSI95 i 1st LC LL Min Udell =360 Weight; 163 lb
4K8
154.0
2-0-0
PLATES GRIP
M20 220/195
LUMBER BRACING
TOP CHORD 2 X4 DF No.2 TOP CHORD Sheathed or 4-6-3 on center puriin spacing.
DOT CHORD 2 X 8 DF No.2 907 CHORD Ri8{I Gelling dire*tly applied Or 10-0-0 on center bracing,
WEBS 2 X 4 DF $id "except"
W32X4 DF Stud
REACTIONS (brabe) 2=584510.5.5.6s 5846105-8
M2S(da)
Max Upiift--14ioca
5), 6=-1453(Ioad case 6)
FORCES (tb) • First Load Case Only
TOP GHOfO 1.2.48, 2-3=-7593, 3.4•-5349, 4.5=•5349, 56=-7693.6-7=48
BOT CHORD 2.10-6505.9-10.6505.8-96505, 6-8.6505
WEBS
3-10x2498.4.9x5099, b -6x2498, 3.9=-2349, 54.2349
NOTES
1) 2 -sty truss tp br. Connected together wLh 10d Comrnon(.14rx3') Nails as follows: Top chords conn4rctod with 1 row(s) et 0-9-0 on center. Bottom chords
connected with 2 s) at 0.6.0 on center. Webs connected els lotions: 2 X 4.1 rows) at 0.9-0 on center,
2) This truss teas been Method for unbalanced loading corldidans.
3) This trues has bean designed for the wend toads generated by 90 mph winds at 25 ft,.abeva ground level, using 6.0 psf top chord dead toad and 5.0 pef
bottom chord dead load. 100 mi from hurricane ooeanllne, on an occupancy c tegoey I, condition t enclosed {Wilding. of dimensions 45 It by 24 ft with
exrr taut* C AGR 7.33 per UB�C3ANSI95 If end verticals or waterers exist, they are exposed to wind. If porches exist, they are not exposed to wind,
grip increase le 1.33
4) All plates are M20 ptases unless otherwise ind4ated.
5) This truss hap been designed for a 10.0 poi bottom chord In load nonconcurrent with any purer It Ivelds per
Table No. 16-B, UBC -99.
6) Provide mechanical Connection (by others) of truss to bearing plate of NOW of withstandin91453 lb uplift at Joint
2 and 1453 b uplift et joint 0.
7) This trues has been designed with ANSI/TPI 1-1996 witeria,
LOAD CASE(S) Standard
1) Regular: Lumber Ina -costal .16, Plate Increase=1.18
Unfform Loads (Ott')
Vert 2-10=•786.2, 8-10=786.2, 8-9=-786.2, 6.6=-786.2, 1.2=100.0, 2-3=-100,0, 3-4=-100.0.4.5=-100.0
5•6x-100., 6-7=-100.0
8:* TOTAL PRC .12 *a
•
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
•
January 1, 1999
Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" 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, sheating, house -
rap, (which is required), siding or any approved building material.
A window schedule. A door schedule.
A floor framing plan, a roof 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.
All sheets to be identified by number and indexed. All of the above requirements must be met or your
plans will be returned.
1 Is a site plan included that indicates the distances of the proposed building or addition to
property 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 w courses?
Yes
Does the site plan indicate the location and direction of the County or private road accessing
the prop
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 the clearances required between wood and earth?
Yes ��
2
Do the plans indicate the size and location of ventilation openings for the attic, roofjoist
spaces's and soffits?
Yes
Do the plans include design loads as required by Garfield County for roof snow loads, (a
minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor
loads and wind loads?
Yes t-
8. 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 �r
10. Does the building section drawing or other detail include the method of positive connection
of all columns and beams?
Yes
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 co ,ours?
Yes
12. Does the plan include any stove or zero clearance fireplace planned for installation including
make and model 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 4�
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 ven i for all habitable rooms?
Yes No
3
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 theIan?
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 co ee deny or reject your building plans?
Yes No
20. Will this be the on1 esidential structure on the parcel?
Yes No If no -Explain:
21. Have two (2) co Tete sets of construction drawings been submitted with the application?
Yes �
22. Do you underst at the minimum size a home can be on a lot is a 20ft. x 20ft.?
Yes No
23. Have you designed or had this plan designed while considering building and other
construction c uirements?
Yes No
24. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the eld County Building Department?
Yes No
25. Do you understand that approval for design and/or construction changes are required onor
to the applicat' these changes?
Yes No
4
•
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 No
27. Are you aware that twenty-four (24) hour notice is required for all inspections?
Inspections will be made from Battlement Mesa to West Glenwood in the mornings and
from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be
called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00
p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will
delay your inspection one (1) day. Inspections are to be called in to 384-5003.
Yes � No
28. Are you aware that you are required to call for all inspections required under the Uniform
Building Code including approval on a final inspection prior to receiving a Certificate of
Occupancy and occu ancy 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 com ith the Uniform Building Code?
Yes No
30. Are you aware that prior to issuance of a building permit you are required to show proof of
a 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
at 625-8601.
Yes No
I hereby acknowledge that I have read, understand and answered these questions to the best
of my ability.
signature
Phone: 6(8-0653
Project Name:
(days);
Project Address:
date
605-- 2.148
(evenings)
J
1100 R0A9 zsa C6 .CogoA-o 4 401.41-.)
5
• 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.
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County Road (Note the Road Number and Name)
1994 Building Cede
Setbacks: 25 feet front and rear and 10 feet on the sides
Snowload: 401bs. /sq. ft. up to 7000 feet
Seismic: Zone 1
Windshear: 80 mph
Wind exposure: B
Windload: 1 Slbs. /sq. ft.
Frost Depth: 36 inches -30 inches from finished grade to top of footing
(Liveload is snowload-imposed by snow)
4 •'•
GARFIELD COUNTY
Building and Planning
Notice of Clarification
It is the interpretation of this department that the provisions of UBC Section 302.4,
Exception Number 3, also applies to openings for access to attic space above a U
occupancy. The access door in the ceiling of a garage must be self closing, tight
fitting, solid wood door, 1-3/8ths inches thick, or have a 20 minute fire protection
rating or the one hour fire separation wall between the garage and the dwelling must
extend above the ceiling, all the way to the roof.
Arno Ehlers
Chief Building Official
109 8th Street, Suite 303 945-8212/285-7972 . Glenwood Springs, Colorado 81601
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 Issue ...t0 Zoned Area Permit No
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 BECOME NULL AND VOID.
ii:to 2.1#
use s/F /?&' cRs fowl -Pqtrr u6)F/43.4sEt044G4-0
cR a$t, Rano(
Address or Legal Description
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing1
(-^ 43.
Foundation 7-i 0- cre,S. (�1
Underground Plumbing / A/c' Insulation 1
Rough Plumbing 9_Z1 .co Gin I Drywall if,�a
Chimney & Vent Q_ Z fi lld i I Electric Final (by State Inspector) i3OT j
Gas Piping 7 l 1 Final Mfr 1 6--(96 cte.,''1
Electric Rough (By State IAspector) 1 Septic Final �r_�Y� y
Framing �.2 Q, Notes:
(To include Roof in place and iVVindows
and Doors installed).
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
38L(_5oo3 THIS PERMIT IS NOT TRANSFERABLE
Phone109 8th Street County Courthouse Glenwood Springs, Colorado.
APPROVED DO NOT DESTROY THIS CARD
Date By
VIZ
IF PISA EIOUTSIDE COVER WITH CLEAR PLASTIC
r