HomeMy WebLinkAboutApplication- PermitGarfield County
Building & Sanitation Department
108 8h Street, Suite #201 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
Job Address ,&/6() /o ! (5-%03
Nature of Work Building Permit Lcj-t / ( (f%
Use of Building \J '4 n ^'3 n�Q -k
(
lk&
Cl Pf
Owner
Contractor
NO. 9 1 acs
Q375- jot/
-p/ Oil
raj 7
6,1)
Amount of Permit $ nD!CIA Date
Clerk
Permit No:
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8's Street, Suite 201, Glenwood Springs, CO 81601
Phone: 970-945-8212/ Fax: 970-384-3470 / Inspection Line: 970-384-5003
Parcel/Schedule No:939 J-IaU-or _ 011
AGREEMENT
PERMISSION 15 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 ISSSUANCE 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 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT
IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMT 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 THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF
ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS
AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE
INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
Garfom.003 r^
' �`n/ f.�� HY ALE�G��IjA 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL)
Job Address:2-(sip at I /'\/ _cct i_' c bw /
l�(13(�J J� s t
1 Lot No: Block No:Subd.
! i -recd Spec G %
/ Exem n: t
9
/27/6
2
W, g1TA h'f',hy
Address
it'4 �r
P_7O s3'/541
w6irsz8,
3
Cop�ac[A 'I'
LJd l'iU vK.
Address: S4
Ph: 5Zic L
N•pt-g
Lic. No.,/ E
NAILJE
ArcbitecUEngineer:
Address:
Ph:
Lic. No.
5
Sq. Ft. of Building:O lee
Sq. Ft. of Lot: 7 oZ8 /I
!��
Height: , 1
No. o jFloors:
6
( s
Use of Building: S t L �1 cK,
7
Describe Work:
1
8
Class of Work: o New X Alteration ❑ Remove
❑ Addition o Move
9
10
Garage: o Single
n Double
Carport: ❑ Single
o Double
o Driveway Permit o On -Site Sewage Disposal o Site Plan
11
4(Septic)
Valuation of Work: $
�O OHO
!
Adjusted Valuations: $ 29, ,3- (p
12
Special Conditions: 5p7 e.. cielchAq G
r t 5/zed, jO7
IS R. 3-b ac„
A
ISSUED
THIS
AUTHORIZED
CONSTRUCTION
PERIOD
I
APPLICATION
PROVISIONS
COMPLETED
GRANTING
1
SEPARATE
HEREBY
1
•Ijlt/
ELECTRICAL
BY THE STATE OF COLORADO.
PERMIT BECOMES NULL
IS NOT COMMENCED
OR WORK IS
OF 180 DAYS AT ANY
CERTIFY THAT
AND KNOW THE
OF LAWS GOVERNING
WITHIN WHETHER
OF A PERM 1
,)gVal E OR 1 NCTHE
1,1S8 W REI A NG
RUCT11�'.
�
NOT1C ..xr ,
PERMIT IS I • t IED
AND VOID IF' WORK OR
WITHIN 180 DAYS,
SUSPENDED OR ABANDONED
TIME AFTER WORK IS COMMENCED.
I HAVE READ AND
SAME TO BE TRUE AND
THIS TYPE OF WORK
SPECIFIED HEREIN
: 5 NOT PRESUME TO
' ROVISIONS OF ANY
CO S UCTION OR THE
,r -
AND VAT BE
CONSTRUCTION
OR, IF
FOR A
EXAMINED THIS
CORRECT. ALLAl
WILL BE
OR NOT. THE
GIVE AUTHORITY
OTHER STATE OR
PERFORMANCE
f![
/,I7
2'A7.
p e!:
it4 )- 75
IPermiit
Total Fee: Dated Issued:
043
//'7Q (
OCC Group: Const. Type:
RN
Zoning:
Setbacks:
S No. & Fee:
• • L.)I7haai 7
�z11.75
n•:f_P.
.V 1:1
s�
w «3 �:
s-z��� • % � �//
B 1 DE' P}:�c 1E+
'PROYAL TE li . 1 V'
AGREEMENT
PERMISSION 15 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 ISSSUANCE 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 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT
IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMT 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 THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF
ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS
AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE
INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
Garfom.003 r^
' �`n/ f.�� HY ALE�G��IjA 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL)
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 washbowl, 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 1997 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;
8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, where applicable.
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 VACATING
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
d agree to abide by the above conditions for occupancy, use and the issuance of a
the dwelling under building permit # c%%2(c-,
Bpcont03/2004
—200
Date
PLAN REVIEW CHECKLIST
Applicant fILT.Q Date 5 -2% -
Building Planning/Zoning
,--Engineered Foundation Property Line Setbacks
A.,/. Driveway Permit 4'. r0 "ice 30ft Stream Setbacks
.Pw -ar &
"V Surveyed Site Plan -Sit/ �,,,n7m. ,9ylr Flood Plain
mg Septic Permit and Setbacks Building Height
✓�Grade/Topography 30% Zoning Sign -off
✓Attach Residential Plan Review List Road Impact Fees
W4. Minimum Application Questionnaire HOA/DRC Approval
9h 4 Subdivision Plat Notes Grade/Topography 40%
ig l Fire Department Review Planning Issues
/Vaaluation Determination/Fees Subdivision Plat Notes
�ed Line Plans/Stamps/Sticker
-• Attach Conditions
1 -application Signed
✓Phan Reviewer To Sign Application
Parcel/Schedule No. Ania0
Z0
40# Snowload Letter- Manf. Hms.
GENERAL NOTES:
L. S. sms.rcL
5710 sC49—/8)
29, 37(p
Actoor43 462.4LC,zoo51
April 7, 2004
Mr. John M. Deer and Rita Harrington
2150 CR 109
Glenwood Springs, CO 81601
Re: Special Use Permit/Accessory Dwelling unit
Dear Jon and Rita,
Garfield County
BUILDING & PLANNING DEPARTMENT
As you are aware, on Monday, April 5, 2004, the Board of County Commissioners moved to Approve
your request for a Special Use Permit for an Additional Dwelling Unit with the following conditions:
A. All items indicated in the staff report, recommended by the Board of County Commissioners, and
included by the Board of County Commissioners at the public hearing as itemized below:
I . MI representations of the Applicant, either within the application or stated at the meeting
before the Board of County Commissioners, shall be considered conditions of approval, unless
specifically altered by the Board.
2. The ADU must be certified by a Registered Colorado Engineer or Architect that all concealed
areas of construction comply with Garfield County Building Code Requirements.
3. That the applicant must submit a new application for a building permit for the ADU within the
Stable, allow inspections, and ultimately gain a Certificate of Occupancy consistent with the
adopted rules and regulations of Garfield County prior to any habitation.
Please do not hesitate to contact me in the event you have any questions.
Sincerely,
Jim Hatdcastle
Senior Planner
108 8th Street, Suite 201, Glenwood Springs, Colorado 81601
(970) 945-8212 (970) 285-7972 Fax: (970) 384-3470
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Ag Building Foundation and Framing Plan%ay= Number MS
Cir om I o. bmi
James Otis Custom Horne
Dear Ranch Rondenee
County Road 109, Lot I I, Glenwood Spnmgs, CO
h orn lnfe•Yv'
CO Dta Fw*P P10ALfaCAD
▪ saa 1001
[min 405R bmn
warted by
Charles Robinson PE
319 South Grant Armor
Fan Claw. Colorado 40591
(910)493-017* Omni
(970)407-4395 Faa
RESIDENTIAL • DESIGN • PLANNING • STRUCTURAL
THE aEtAliv32110 soma
TO: GARFIELD COUNTY
BUILDING AND PLANNING DEPARTMENT
108 8T" STREET, SUITE 201
GLENWOOD SORINGS, COLORADO 816-1
RE: ADU INSPECTION
JOHN M. DEER AND RITA HARRINGTON
2150 COUNTY ROAD 109
GLENWOOD SPRINGS, COLORADO 81601
DEAR LADIES AND GENTLEMEN,
4-28-04
AT THE REQUEST OF MR. DEER, I CONDUCTED AN INSPECTION OF THE
ADU AT 2150 COUNTY ROAD 109, GLENWOOD SPRINGS, COLORADO,
FOR CONSTRUCTION COMPLIANCE WITH THE GARFIELD COUNTY
BUILDING CODE REQUIREMENTS ON 4-27-04.
THE UNIT IS APPROXIMATELY 24' X 24' AND CONTAINS 576 SQ.FT. + OR —.
I HAVE REVIEWED THE ENCLOSED DRAWINGS, INFORMATION AND
STRUCTURAL DOCUMENTATION. I HAVE FOUND THAT THE ABOVE
MENTIONED STRUCTURE IS IN COMPLIANCE WITH THE ACCEPTED
GARFIELD COUNTY CODE AND REGULATIONS WITH ONE EXCEPTION.
THERE IS NOT ENOUGH NATURAL LIGHT IN THE UNIT TO MEET THE UBC
REQUIREMENTS FOR 10% OF THE FLOOR AREA. THE EXISTING 3' X 6'-8"
ENTRY DOOR SHOULD BE REPLACED WITH A NEW DOOR CONTAINING A
MINIMUM OF 6.5 SQ.FT. OF GLASS IN IT. THIS WILL BRING THE
REQUIRED NATURAL LIGHT AREA INTO COMPLIANCE WITH THE UBC
CODE REQUIREMENTS.
AFTER THE NEW GLASS DOOR IS INSTALLED, THE ADU WILL BE IN FULL
COMPLIANCE WITH ALL UBC AND COUNTY CODES
THE CONSTRUCTION TECHNIQUES AND MATERIALS USED ARE
EXCELLENT AND COMPLY WITH ALL ACCEPTED CONSTRUCTION
METHODS.
PLEASE LET ME KNOW IF YOU HAVE ANY QUESTIONS IN REGARDS TO
THIS MATTER OR IF I CAN BE OF ANY FURTHER ASSISTANCE.
SINCERELY,
&6 P64`1
<a
ROBERT C. CLASSEN, ARCHITECT\!;
c .
�\ •;l
818 COLORADO AVE. BOX 1227
‘)V CO
OBERT CHARLES
CLASSEN
B-2010
4 -2B -04 -
GLENWOOD SPRINGS, COLO. 81601 303-945-5025
Dear Rob;
This is the basic information about the himkhaue (ADU ). The entire barn was bmlt on a spread
footer and foundation Their was a pant pulled for the structure, but not for the bunkhouse The coumy
signed off on the barn including electrical at the same tine they gave m a final o nion and 00 for the
house. The tioathorr was finished as follows: Hot water radian heat lines within 4 inch concrete slab
connected to a 70,000 BTU baler with a central wall thermostat for heat. Standard water and sewer lines
under the slab go to the kitchen sink, 2 bathroom sinks, fibcglas shows stall, and standard Koehler toilet
and water closet. The plumbing was done according to code by Marvin Caller, 984-2807. The dearid
work was done according to code by Mike Stele, 379-1180. The cling space was filled with R38
insulation covered by 5 ml vapor barrier and 5/8 shamrock_ The 2x6 side walls was filled with R19
insulation covered by 5 ml vapor barrier and 5/8 sheetrodc. The bathroom ceiling and walls ware covered
with 5/8 moisture resistance sheetmdc. The 2a6 partition wall between kitchen and bathroom was filled
with 1111 unulation and covered with 5 ml vapor barrier and regular 5/8 shaetrock on kudzu side and 5/8
moisture resivam shearodc ea the bathroom side All the walls were completed with a skip trowel mud
finish and paint. The ceding was nompleted with a flat mud finish and paint The Boors are the in entry,
kitchen , and bathroom with the amender covered with pad and carpet if you have any technical questions
about the plumbing, heating or electrical please can the coaraaon
help.
1 will be around Saturday, and you night want to come over and have a look. Thanks for your
Mite Deer
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04:27,04 1132 C70 i84 3533
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TRGSFAD INC.
r
2002
24-0-0 1
01100
w
01000110
04 27:04 11 33 1970 O.'3533 TRUSFAB INC.
'lZ5 -'- 1 Yeas j Ruse T -
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LOADING Ipm11
TCLL 40.0
TCO- 100
9CLL O-0
BCD. 10.0
SPACING 2-011
Rates Increase 1.00
Lumber Increase 1.00
Ree Stun Ino VIS
Cade U11CJANS195
eu
T. '0.82
BE 0.50
WE 0.82
Oat in Ilo0l Deaf NATES GRIP
VertULU 4.18 J >889 M1120 159,123
VertITIJ -0.34 ld.l >833
stemflll 0.08 F nh
1At LC LL Min odor a 240
Weight. 76 Ib
LUMPS/ BMCJNO e
TOP CHORD 2 X 4 SPF -S 21001' 1 Jt! TOP CHORD Sheathed or 3-7-11 oC cycling.
BOT CHORD 2 X 4 SPF -S 21001:1.8E 10T CHORD R1pd ceding dlr.Cdy spNled or 100-0 oc timing.
WEBS 2 X 4 WW Stud
REACTIONS IlbhUal 8.1642,0-341. F 41E142,044
Mae Flan B.861Irad case 41
Max UpkdtB--34811cad caw 5). F.-31BOoad CNN 6)
PORCEB Ilbl - Fast Loma Cate OSNy
TOP CHORD A$-31, BL --3163. C -D..2735.0-1.4736.8-1',-1163. AD- 11
BOT CHORD B J-2989.14-2068, IH -2068. F+1-2969
WE96 C -J a-579, 0,1a 780, 0+1-790, E -H--579
NOTES
11 1 ms Inas nal ban checked h1 unbalanwd loading candlbons.
21 Thu trite hes bean dewonsd for the vam loads Wonted by BB mph mead; at 25 n above ground level, ulna 60 pat top
Chard dead load and 5.0 paf bottom chord diad loco. 100 1711 from Ms an Ottawa*, en to occupancy category I. conation
1 bnticasd bulldlro, of dimensions 100 n by '00 t with a'apoa ds C AZ CE 7.83 per utCJANS18511 e o vel6cals or
cantilever! MAt, they are exposen to wind. M porches oxen. they Ire 1.11 woad to wend This luinhsE DOL Inpwda B 1.33,
and tree plate ptp Inrneae Is 1.33
31 rms toms hoe been deSQned fix a 10.0 pat boron chord five load none ncunem was any oiler Ave IOads per Table No. 16-B
uac-e4
4! Thin tug has been designed wdh meirrn t-1986 amens.
LOAD CASE'S/ St raw°
A RA RN !NG - %'rlfi t&sl.all 'armaarerr mW READ NOTES ON WU ANO i EVERSE S'DF BEFORE USE
Lear raid ler use only *On Mkt o0llnaclpl.T6a deign la Pal uwn pinlwml some IN 15 k N rahrdua
owSna Convince n bo Imvmaa me Maio venally Alpiabmy or dog' parameters ltd etre, Ins, porion al
tempaoart It IMClyabbly 0 p AdIr sort --or nee dearer. emebg ab0'Ib *1071 gree amen b nldmdaa•
web mammon r4 mations ulnmerary bang le Swum ar4d if Mona rendvc ten *the au seasiny 07 es incur
M0h6W pim•aran, bracing at the wend emote, e 1110rapenSAbh d the sulk -•g Mae oar For genas ru,dania
tido.pn9 hbnu0an easily barlml, crape winery, 'rotten and brads" eMUII GST+ Quality 8lana. m Dam-
n
aew arming ap.wneauetI aM Ha -01 k.Mlrng I0abll1drdl trW amain esanmeniallr 1 agulallt Inn True,
PYN tholes. AO b•0nama ono, Iwmin. to 5371i
101 -
Mine Indu19etes, Inc.
August 1.2002
04r27.'04 11:33 1,970 964 3533 CRUSFAB INC.
7Jdb Tryp - IIwu Ins
Al HIP CANNON
EYY CASTLE. W. 6104
0162
TRUSFA3 INC..
5.4-14
2-0.0
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2004
'Ply9152
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4 C 0111 sApr 2'2(302 %4'Tik sulse, rc. ul'l1 12.39,37 2002 -Pape 1
!GOO 14-00 14-7.2 24-0-0 29604
4.7.2 400 4-7-2 5-4-14 2-04
S0619 = 1006.7
40 .
D
6x6 =
E
428 =
K -
3x4 _ 42• • - 3x8 -
t_ 10-4-12 _1• 13-104
14142 344
nice Whets CCM: 1111.1.1.140-0 21, 70'17:574,0•;41, t[a` -1-r;;0-¢ TJ:0:;4f,Frdpe1 - - ---
LOADING Ipsfl
TCLL 40.0
TCOL 10 0
BCC 0.0
BCOL 10.0
SPACING 2.0.0
Plana Increase 1.00
Lumber Incluse 1.00
Rap Sass b,a YES
Code UOC,ANSl95
4118
24-0-0
10-1-12
•
091 -1-71P1.
e. tpc) Ilan KATEf. GRIP
TC (loos
VM[IL 1 LA0 B -K >999 N1120 t9H123
9G 089 Vertff 1 -0.42 8-K >084
W9 0.54 Honer .1 0.0:0 0 nfs
lst LC L Din 1/01n • 240 Weight: 61 1b
LUMBER
TOP CROP) 2 X 4 SPF-; 2100E 1 8E
90T (%40RD 2 x 4 SPF -S 2100F 1 SE
WEBS 2 X 4 WW Moo
AEACT10N9 Pe/site) 0.1642/03-8, G.1642/0-3-4
Mas Hors 9.7341oad case 4)
Max UpihB- 3494load ens 51, G= -34500W Me 51
FORCES 116) - Fret Lead Can ONY
TOP CHOPP 441.31. 6.C..-3253. C-0-.3551, D4=-2435. E -F=-2551. F -G- 253, SR- 31
SOT CHOPO 34(.3071, J -K -2435.1-J.2435. G•I=3011
WEBS D -K-308, E-1-.350. C4=-691.61:-0. F4--691
SRAM 3 0
TOP t'H ARD S1,sathn « 3-10-12 oc Burins
BOT LN' IRO Rip d cel/Ing dreddy applied or 10-0-0 ce bracing.
NOTS$
1) This truss has been checked lot unbalanced loading coalitions.
2) TRIS noses nn been cosigned or the wird loads 9emraled by 95 mph words at 25 ft dove 9n. Ant level. urns 5.0 ref rep_
chord dam OW b
d load end 5,0 psi botfeChord dad, 100 ne Iran hareems oceanhre en M 0,0.11 Kriel 041•901111, oondroon
1 enclosed buft8n9, o1 dlmensoru 100 11 try 100 ft with 000alre C ASC 2-93 pr u 1C,rANSl4 1 h end rine:ale cr
cantilevers twin, they aro 51V410d to wind. If pardla SOL 1RW 010 It eapoae w abed. TN l0. Ibw 00L increase Is 1.33,
and tv's plate gdp Inclines S 1.33
31 Provide adages a drainage to pawn[ water prvdns-
41 This nam has siyl
bean daad hits 10,0 pet bottom oh«d Eve SS n«to7Currsit Win t 1y other we loads pr Table No. 164
USC -94.
51 Th4 pees hes been daignsd with ANSI,TPl 1.1995 entitle.
LOAD CAS6141 Standard
A I$A,NLVf . Vent) detiAn pmamsrcrr ana READ NOTES ON i /i IS AND RE VERSE SID, BEFORE S.SE
C.e(T a11/10, YN on y r1R WRse :MYeall TNI deep) al MHO MT upon pemrplare Broom, owe lac. mamma
balllara oo nponanl to 5.01301044 end Ips40d oniony. Aaplineety or ninon pirslnsmm and wow, 1400111 Wan or
ran1"4.14•44 msPmcalley al bvISnp della" - reel roti aaysn rating sham la 101 Ialbra. .uppun DI InavSyal
a1 msn4nn any. Aa*IV W ampbmy bracing in Name :Malay swing mnnmsaw lo Ya ,epmab.Lp al m, maw
/t14'denp psrmlem 0100109 01Ns 04013 tiPtuum N de I4eton4DII16, or Ns DYlldnp oN444r M• ysnsrai taluenod
,lgiring rabrtrlon. Wahl 00n:rot smrags, duI vsy, arec-.0,, ant :merit urau0 017.1 00101tlp 5101101111 0114
OA Bracing apasaaalen. and P1441 IYmDlnp iretsmNac and 'map Rtcwnmsndetmn oa,IaaIo from ^Las
ROW mounts. Nis women. Drin, eeelace, W113110
'447 ak Industria, Inc.
August 12002
04. 27. 04 11:34 t970 984 3533 IRUSFAB 1. C. JU05
F',166sea ; Tluu Type
9152 IA2 HIP COMMON
1 RUST AB INC.. !NEW cAtta-C61)1Gal
44-14
28g
4-4-14
Boa
3-7.2
• ('LOty 11y 816
•
ow ail
4 201 SAA a Apr -.2.1t. O':lnli' i. Ine,elp rT
R71623115
-T739:351002 Pelle
1209 1000 _- 194 ' 2400 1 23O0
400 400 3-7-. 4-4-14
2-0-0
Slyly a 1:467
1-I-12
18-164
61.12
-else 9ftsals (X,TI: IB.0-0-3.4-68-47, 1N:0.0+3.Bdp)
LOADING 11ppe0 SPACING 2-00
TCLL 40.0 Rates Increase tA0
TCDL 10 0 Lumber mama 1.00
Sat 0.0 Rep Strias ase YES
BCDL 10.0 Code UBC/ANS195
781
2Aua
e•1•t7
011
TC 0.39
BC 0.04
WB 0.41
DVL in 011 :I '/o.R
VertILLI 0.13 3198
Ve41TU -0.37 J- > '78
I4ou(TL) 0.10 F '/e
1st LC LL M0 1/000 = 110
LUMBER
TOP CRORD 2 X 4 SPF -S 2100F 1 S
BOT CNOnO 2 X 4 SPF -S 2100F 1.5E
WEBS 2 X 4 44 Stud
RBACTKJN5 Ib/flea; 5.1642,43-8, 14.1042,V'3-0
Max Flora B -6118-46 case 41
Max Upli119=-341119W cue 5), H-.34100ed We BI
FORCES 41b1 • And Load Casa Only
TOP CNCAD A -B=31, B -C--3432. C-0=•2904, D -E=-2783, E.F=-2703. F-0=-2804, G -H--343', EH= 31
907 CHORD B -L-3237. K-1-3084. J -1C 3054, VI -J.-3237
WEBS 04=528. Na52S, C -L=-012. E -L=444, W= -344.0-J--512
PLATE& GRIP
L41120 09/123
Weight 821b
pin
TOPPaCHDCRD Sheet ad r 3-11-10 o: pud:nl. r
BOT CHORD Rigid c•Jln a dna tty ep yled er 10-0-0 oc bracing
NOTES
1) Umtata has ISA che[aid for ranoleraaed loading eandldone-
21 The tied has Lunn &signed for the wind I000e panted by 65 nth Anna el 20 ft &nova ground b vel, used 5.0 et . ap
error dead bad and 5.0 p1f Batter, chord dead bad. 100 ml Irpn huriaY4 acesndns. an en pmlpa CV category I, ,OnStien
I enclosed bur d)rlg of dimensions 100 ft by 100 ft with e>me Int C ASCE 7.93 per UBCfANStea 1' e. 0 vencaIs or
canClavers e11e1, lAy 310 .'head ID wird. If parches dldat. they ere not expend to rad. Tree Ione. -r DOL. twee' e a 1.33
rnd the plate grip transi0101.33
31 ReWde annotate ramp to presort teeter pmdrp.
4; Th4 busa has ban, astgfwd for a 10 0 oral bottom chord gun load ncnrnrmnent with any other live lot 1s pa Table 'O 168
UBC -94.
61 TN& th4a run bean &signed with ANSI/IT. 1.1995 olmda.
LOAD CASCIS) Standad
A WAR.v/p'G - Vert ars Jn parameters and READ NOTES ON TRIS AK9 REVERSE SIDE 8EFOR ; ;751.
0140 wet ter see M,1y wB BI IM ennewlete INC 61141 4 Dania my upon pua'4are slew dna 11 for an ia1..4ba
Dxraam component 19 De mailed Una W000 vodiwlh Ap,II.ae'I,ry el artgn parameters and 'repel incerpeusion of
mlrywant 6 .rpunab.Wy of bIlairg designer . nal cuss de=pot iYl7 Moan 4'O, lawn e.Dpon el ildne4W
we memburt only Mdt&ttI lea.re4/e ending le If4.41t11110 aunng OOM0JGOn ID rte rNpafeebry 01 nor ,,Wier.
A41Ib' a permsnenl',eerie 01 int rani. eI,JMIT a It,. ..p0.11nIM dl plc 9u1w.9 dt gact FIX perioral pIdmc
mgImmg fabrcenm, quoin/ abn• ln. atongr, dtll.4ry, •'SWIM, And brlOnQ. Caseins OF -4e IWIif7 abeelyd. NB-
" tonal epdMallen, ata .I341 NNMlIna bNallflen 004 144 0101 BMams.aSIea DWallaoa Ifpin Tai
00000 trill1111110. 100 n000WN O4ve, 4441100, WI 1;710
MiTek Indo: hies Inc.
August 1,2002
JJ7 11Nes - rtArTyde
w11 • 1A3 1IIHIP MASTER
rRDS'FiOlR T1EVitASTCEL"U: IIK4r--
200
w
TSA
4.00 17
80-0
5-0-0
12-0-0
e0-0
5X12 =
C
,' I
Ob I Ply 915
2 1 R7182316
2
(.,ptbl
4.70T--sgraTU1+20atTh6T n 4affr ;,1rG Thu COT T4:0m0T2032-Fr eT-
1.5x4 II
D
150-0
0-0-0
5x ?
(SI
8110
J
2x411
7x16 _
24.0.0 25441
6O0 2-0-0
Scala = 1 44.5
✓ 5.1.12 I 12-0-0 17.13-4 21-0-0
41-1-12 5-15-4 5-10-4
1t€OITSBet-pcy)yC0 0,0 2-b); leo-0 0
LOADING (ps SPACING 2-40 I CSI DFFL in (Ioc) UdaA RATER
TCLL 40.0 Plates Increase 1 00 1 TC 0 666 Vert(LL) -0.31 1 5910 A1120
Tr -DL 10.0
BCLL 0.0 Lumber Inane. 1.00 I BC 0.76 Vert(TL) -0.47 1 '607Rep Strea3 Inco NO WO 0.91 I 140rz(TL) 0.08 F nim
BCDL 10.0 Code UBC/ANSI95 I 1st LC LL Min Vdei = 240 1 ',Mahe 1 b3 to
F
4x',0
LUMBER
TOP CHORD 2 X 4 RPFS 2100F 1.8E
SO r CHORD 2 X 6 SPFS 1650F 1.6E
WFdS 2X4'' MY Stud
REACTIONS goroke) B-2826rt-3-8. F-2826'0-3-6
Max Herz Be490oad case 4)
Max Uplifts- 6(load case 6). Ps -826002d F se s)
FORCES Obi - Fits: Load Case Only
TOP CHORD A -B=35, B -C•-7134. C -D -5930 D -E -8930, E-Fe7134, F -G=35
SOT CHORD B -J43765 We6653, Hae6853, F4.1e6766
WEBS C-Je1134. Eaie1134. Dae -288. C-1 21B3, E-12183
GRIP
159)123
BRACING
TOP CHORD Sheathed or 6-11-9 w pDrsna.
BOT CHORD Rigid ceiling dir :ply poled o• 1(H)-' oc orecln9.
NOTES
1) This truss hes been checked to unbalanced loading mrdlbon4.
2) This truss hes bean designed for the wiria loads generated by 85 mpn winds at 25 It above ground level, u: ng 5,C
psf top chord dead load and 5.0 psr bottom chord deed load, 100 mi from hurrkane ocnarlin6, on an ossa llcy
category I, Oondiuon I endowed bueding. of dimensions 103 ft by 100 fl w181 atcosure C ASCE 7-93 per
UBC/ANS195 If end verticals Or canNwers exist they are exposed to wird. If porches exist they aie nal ext n6ed
40 wind. The Ianter DOL increase is 1.31 and the pale grip increase is 1.33
Provide adequate drainage to prevent water pbnding.
4) this truss has boon designed for a 10.0 psf bottom diad live load nonconcurrenl with any other live (Cede del
Table No. 16-8, 06C-94.
5) Provide mschanl:,yl connection (by others) of truss to bearing plate capable 01 with tanaing 628 lb uplift at join. B
and 626 IO uplift et joint F.
6) The truss has teen designed with ANSVTP1 1-1095 atterla.
7) Load cnse(s) 1, 2, 9, 4, 6. 6, 7 hes been modified. Bolding designer must review Inds to verify that They ere
correct ror the intended use of this tuns.
8) 31Ner carries Hp end with 6-0-0 end setback
01 2-py Less to be connected together with 0.131W Nada es fotows:
Top chords connected as follows. 2 X 4- 1 row at 0-9-0 oc.
Annom chords 'annals! es foliose 2 X B - 2 rows at 43-0 oc
Nets manacled as follows: 2 X 4- 1 raw it 0-9-0 et
Ak iRhPT§l4rrfy at,lyn pa: amerrrn and READ NOTE. 1' .)N THIS AA/) orf. VERSE SIDE BEFORE 1.15E
D rag. r1Ap loo uM ono, ,nm WTM Mnnrowra MIS M511n,s Mlad04y yon peamern lnavn, vol .2 Of al ins iduel
b,rcdIng:ampan.nl 10 InuuyE Ma IO.Ma worse AbpVJMln Or (Weigel pNma fere pec Pl4iar Illwrpre..r al
cempbeni I. r.pnawllly al Wllpng IYerSI - n0: Wu* 0.5.91, cc e.tclny lawn a r i mart, euppar d radrdna'
web Marton a,J AM:11one lengnrvyb long:! NMI! 11.0110- Oaring cenraucYT l Ild reeptelFMllr of Te now
aggtiona pelman.mMnsee: IM onan lulaluro la IM ra.ponae0ry 0, n5 bL11Ora 'asyn.r For ynua Manu
rcjsr ang ballraon WOW carrot morays Mbery eaubll Ica branny canal OSFn Qualify Macara, 05111-
O i arrewy Speemasua, sad M1.11g Mewling IMb1YaM MIo iniad iMMnmeedtrn neiladls kora Inas
Yfefe ..utuw sea D Onalna 5Aw, sea..ra er SITS
MW
Marek 'Muskies, Inc
04127/04 11:35 t'970 9S4 3533
Job I • Truss I Trees Type
.19162 PAS I XIP MASTER
TRUSFAe IML, StierCASTLE, GO.31647
NOTES
TRL'SFAB INC.
[duot
, 9152
2 2
(oppconal)
4201 SAME', 62001' MTYTc nduedlee, Vc. ' f r 9 01 ` 530 107 201.1271012--
[duo?
0UZYTB T
R71d13161
10) Special hanger(a) or mnnecbon(s required to support concentrated load(s) 540 Olb down and 2.59 Ob up at 164 6, and 540. cab doe- zed
259.01P up at 8-0-0 on bottom chard. Design for unspeufled connection(s) IS delegated to Me hiding design.
LOAD CASE(S)
1) Regular. Lumbar rta
IIeases1.00, Piste Irlaease-1.00
UrdmmLoads (pin
Vert A -C -100.0, C -E-80.0, E -0y-100.0, B4=20.0, HJ=1e1.3. F-1=-20 0
Concentrated Loads (Ib)
Vert Jm-540.0 It -540.0
2) USG: Lumber Irareeqem1.25, Plate Increese-1.25
Uniform Loads (p1?)
Vat A-20.0. C -E=10.0, E•G=20.0, BJ=40.0, HJ=87.1, F -H•-40 0
Concentrated Loads (Ib)
Vat J2-180, r1=-180.0
3) Wind Left Lumber Increase=133, Plate Inaeasem1.33
Untlonn Loads
Vat A-13=37.2. 6-C 10.0, C -E=10 0, E -F=29.1, F -G=55.4, B -J=10.0, H -J-05.4, F-14--10.0
Hoar A -B —472, B -C -20J. E -F3.1, F-365.4
Concentrated Loads (Ib)
Vert JrI27.4 1-1-127 4
4) Wed Rule: Limber Inners. -1.33, Plate IncrMsrl .33
Uni rm Loads (plf)
Vert A =55.4. B -C=29.1, C-Em10 0, E•Fm10.9, F -G=37 2, B-Jm-10.0. H -J 35.4, F-H4-la0
Hoe A-13=-65.4,130-39.1. E -F=20.9, F -G=412
Concentrated Loads (Ib)
Vert J=127.4 H=127.4
5) 1st Wind Parallel: Umber Inasacem1.33, Plate Incrsaasm133
Undone Loads (p10
Vert A-Bm55.4. 8-0-29.1. C{+10.0. E -F-29.1, F-0=55.4. D-).-10.6 tl-J=35A, F -H:10.0
Mori: A-0 -65.4, BL= -39.1, E -F.39.1, F-0=495 4
Concentrated Loads (lb)
Vert: J2127.4 FI=127.4
8) 1st unbalanced Regular Lumber Incrssssrl.00, Plats Inaeasa=1 00
Uniform Loads (ply
Vert AC= -100.0, C -E--50 0, E -G .0, B -J- .0, H -J=181.3, F -H0-20.0
Conrsrltrated Loads Qb)
Vert ..k -040.u0 H -543.0
7) ind unbalanced Regular. Lumber Incressem1.00, Plate Increase=1.00
Uniform Loads (p8)
Vat A -Cr -20.0, C -E= -5C.0, E43.-100.0, BJ --200, H-4=-181.3, F -H=20.0
Concentrated Loads (Ib)
Vert J=-540.0 Hs -540.0
A ti ARNMNC . t'•'rrfj design oarmncrarr m.d READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
P age rend for use Dna w1r C* IeMEClae M e W . ' is bland &Ny upon parmmrs slur. an/ le i= an InO4,Ora
U Ulying compcneet to bs imams and losaso verticals. MpJ1.D04 e1 Wap, pwe,neIen and Prvper Y,eo,pri pen ,r
:caponeol Ic Iprpadlbllry Y bending anger -nee bug dearer Bracing IWVs 11 IOC Ildrsl suspect a ,ndvlsrl
w eb meets ic any •gwnsgl --gene seating to Platen stability dunes ccen ..mn a n. rM WM.d4' til M ensisr.
A0010110, pirmeam tracing cr Inn Diana Gemini le IM r,a orBellny of the bulling dssigner For goners gee enq
1.91,01e2 IpncUep, outlet eum,ul sips owsgry erecllon led DrlCts O MUI& 0!741 OoWti St.Mgd. 1150-
Id
54M treeing 63semnhot, Ind nla•el XIIMItns IasdIY1W Yee teems Igeqmmeedanln a.ill.De from Truss
Plata leaded., ere 0 Doping Dew, abeam, WI 61111
Mee
Mak Industries, Inc
. .1 i 1.1 Iti 14 .1
,ttS.th !lc .
ran
9152
.TROSFAGINC., C
pTiii YPO
MONO
-200_
24-0
41 (Ito
Ealy -my TIC1152.-
1 R7162317
!IC 11
ViliW 2 k02 lettnuttderEV.--WT0 Jul 31 1 .39.39 2002 -Par
04)4)
04-0
4.�E12
v.
2•4 =
6.0.0
5-0-o
1 5M IL
L
1 3X4
SCAM 1:104
LOADING Onfl SPACING 2-0-0
TCLL 400 Ares Inerene 1 00
TOOL 10.0 Lumber Morisse 1 00
BCLL 0.0 Rep Strew In= VES
BCDL 10.0 Code UEICANSiS13
- -
LIMNER
TOP CHORD 2 X 4 SPF -S 2100F 1 BE
90T CHORD 2 X 4 SPF -S 21001:1 SE
WEIS 2 X • SW -9 21001/ 1
REACTIONS (Ibinze) 9:562/0-2.9. 0 .34.3r)Mehanical
Mt Hoz .-1729oett one 4)
Maa UnIftes•154110e0 case 4/.12w-770010case 41
FORCES Da - Finn Load Cu. Only
TOP CHORD A -13w 31. BC C -D- -2135
WI CHORD B.D0
C.S1
TC
BC
WO
0.63
0.20
0.00
DER. te. 404) Udell
Ven(Ll) -0.03 B-0 n999
Vert(TL) .0.06 BO a-000
Horz(Fll 0 00 ID nM
tet LC U.. NM iiati = 240
BRACING
TOP CHORD Sheathed or 6-0.0 cc purling. .cwt end 70•411.
901 CHORD Rind mono directly app tad or 10-0-0 et o • 44.
PLATES
M1120
Weight-. 1131O
GRIP
197/144
NOTES
1) This trues he* been designed lo- the wind Iona penning by ea mph winds n 25 ft above wound Neel, awls 5 Cionf tcp
chord dead loort NS 5 0 psf Dorton chord deed load, 100 mi from ononioane ocieenlIne, on ein oocupanay omegooy 1. condition
I enclosed Diking of dimeosons 100 ft 5.y 100 ft wth tecooeure C ASCE 7-93 per USC/A1/19135 It Ind yeencely or
caritilevors exist They are ...posed to whd. 11 porches entre they we inn exposed to wind. The lumber 001. increase is 1.33,
end the Otte (MP flcfl3 1 1.33
2) The truss hat Wen Oitilora0 lo. 10.0 pat bottom chord Nye load nonancutren anti any other tun 10603 pot MIAs N. 16-8
, UBC -94.
3) Raw to grtderls) for Inns to trues connections.
4) Thlo truss nos been designed watt ANS1711111-1006 Made.
LOAD CAGES) Stenderd
A /4.1INC deJogn rarntrere rs KLAD MOTES (M 711/5 REt'ERSL SIDE BLA. ORE USE
Oviogn raid tor ma ono Wei tins cb•fielna Th.i amp. tt baton ON, .can einenrisra 'Loth, ant t !ei en milrnekal
building ?0 owaisc and 10/44d VONC1111. Apolicab11.10 design Indr0010.1 040 rope/ ItC0/101.11.1n
oninciononl ol building 4241v - nal iNal60010/er Breanc/ ghee., 110/ NNW ruppare el InclIvNual
web in41e1i4 anly. nocitionil 1.11001N barn N levo slaboof chrIN wnsinitign m• rewonanime of m.0-imor
/14.1110r0u permer.ort InC111 Q 015 0,1041117131610 50.0 reepersIbilicv ei Vic pi. wing druignw POI goneriv onOmite
II01/1010 laonalqn. malty C0 MAI. SWAM 0911.10/ S�CTlI Orklert.f,p eenwil 05745 0110010 Steildird, 0519-
01 Omaha Specinonlon. •••• Haw imeeing bAIttIsII on arsine liecoweeedamen 004010 'f010 MN'
Pleb IMOLA* SU worming; DrlY0,1111.41•01% 31 11711
Mihk Industries, Inc.
August 1.2002
04'27'04 11:37 0970 984 3539 TRUSFAB INC. 4.000
lob— !Trim limes Tya I i OW I fly 871823181
9167.---.
'8752. iC ICORNER SET W? 4 '1
NEW LAS(LS. CD. Mir- 4.101 Sill r1 Nl
Apr 72002 MT4k IrduFWw. Int. Wa-d'JuT'.ft-T r797820Dil�pa 1
ee
-2.10-0
2.100
4-913
413
6}19
9d-0
SGSIe = 1:192
1.5x4 11
LUADWB Ipslh
TCLL 400
TCDL 10.0
BCLL 0.0
SCOL 100
44.13
44-13
SPACING 2-04
Flews antro . 1.00
Lumber Increase 1.00
Rep Shan Inc NO
Cade UBC,ANS135
TC 0.80
BC 049
WB 039
DEA in Poo well ' PLATES GRP
VartILLI -0.17 9-F >812 MII20 109/123
VertI U -0.25 94 >394
NsifTU 0.01 F Na
1St LC LL MIA Well - 240 I weight- 28 IS
LUMBER 'RACING
TOP CHORD 2 X 4 $PF -5 2100F 1.8E TOP CHORD Sheathed or 6.0.0 et Furlow. except end v:n as
BOT CHORD 2 X 4 SPAS 2100F /.BE BOT CHORD Meld nein db4Qly pq,sd a 104)0 uC bac. '0
W i85 1 X 4 SPT -S 2100P 1.5%' E pt'
C -F 2 X 4 WW StUd
IUACf70Ns avow 8-655106.0, F-722,0.3-0
Max Hai B- 19260ad case 41
Max own 8=-252paad cats 31, F--1701ba1ore 3)
FORCES 001 - Fun Load Caw Only
TOP CHORD A-8-32, 11-C 414. C-0-7. D -E -5. 0•P=476
SOT CHORD 6F-800
WEBS c- -.593
H enue Pas bet, designed fn are wind Iowa generated by 85 mph words at 25 It Save wound 1wa1. using S 0 Del tac
cnced and load and 8.0 psi Porton chord dead loop, 100 mr from roencane ooeanlrr, on in occupancy category!. conSbv.
1 elamad bulvng, of dlnens ens 100 H by 100 ft with exposers C ASCE 7.53 ear U3C/AF6185 11 end bedlam or
°imam" exist, they are aspwad w wend 11 porches wrist, they as not assumes t0 wind The limns OOL increase is 1 33
old Ws pats y:p Increase is 1.33
A Tad torr hey bean ddgrsd la a 10.0 pal botww chord Ova load noresrcMent with sly Other hos loads par Table HO 16-8
.1.00C.94.
3) TNe torr Inas bean dwgned whit AN&Rf1 1.1596 thane
LOAD CASEIN stadard
1, ItiggYlif. Lunn Inaeaaa.1 00, Rata Inasese-1.00
Unronm Loads Rill
Vert: A4.-100.0
T.eOsadll Loath 1WR)
Vert' 8.8.0-tpP.42.4. 8 -.62 -so -D.-206.4, 12=400.#10-E- 212.1
A MAENIWG Yr/lb err r, ee em•mister: and FEAR NOTES D,+' 7Hv AND REVER31 S/DE 9EFORE USE
bedil read fo, us only are MITA calneenn. This etq+a Dail eery .pen papmno clew MN is ter a mdeere
haeur p rmppnML 15 00 n.dld OM 74050 drawly ApphraHllry or uN4n p%Mleurs and puma IOeelpareeen el
comp%BM ,a respanelally el swans eeely,ar _ net Vat 4..lean,. Meson .Ilan le ter Minn. segeol 011ngrenw1
web MTNre e'Y. AOWtlV & ►npoisry balls I01ncu'e 011010 00M: cm llnalen la my ri,p.nsbaly el Me erscIor
Mssers. pem,enoL eraw0 el Ta aped Swtturt 'he raa0wl0aly Of Ili Ina'ding designer for penal owns
carding Iabrlesllpn. Oeelfy wend ;rape. (WNW erct ae. Ind aa0n0 wneull 057-55 owlmy aland•rd. 055 -
la arae swewlrer, a.1111141 neMn.F iselwIsdgm sin OMNI Mcann.n4Wr ereubb hot Taw
Pion MN/um, Sr p'OneMe blew, 11e4roe, WI 81111
w
Mink Indushus, Inc
4upust 1,2002
04/27'04 11:37 57970 984 3533
Mit
MiTek`
Re:9152
91'2
T[NSFAB INC.
eoio
MIT k Industries, Inc.
7777 GFECNSAC L J•E
SLR 137
ClR-5 He GHTS CA 766:0
uSit
FA)l (9:6' 676 1100
TELEPN7 rE (715) 67.. 1100
The truss drawing(s) referenced below have been prepared by MiTek Industncs, Inc. under my dir, c supervision
based on the paramerers provided by Trusfab, Inc.
Pages or sheets covered by this seal: R7182313 thruR7l 52318
My license renewal date for the state of Colorado is May 31, 2004.
August 1,2002
Yu, Ray
The seal on these drawings indicate acceptance of professional engineering responsibility solely tot be
truss components shown. The suitability and use of this component for any particular building is th
responsibility of the building drsigner, per ANSI/IPI-1995 Sec. 2.
• INSPECTION WILL NOT BE MADE UNLESS
. THIS CARD IS POSTED ON THE JOB
20 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GA FI LD COUNTY, COLORADO
Date Issued‘i ' � ...Zoned Area Permit No
9faft
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 Coygty Blab:111g
Inspector and IMMEDIATELY BECOME NUL AND VOID.
Cern
ti `rf1lti - "cr.; .. r ■ sz 11)1 • - I I 1)11) wis
a.
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing
Foundation
Underground Plumbing
Insulation
Rough Plumbing
Drywall
Chimney & Vent
Electric Final (by State inspector44fr4
Gas Piping
Final 9—,g, _ok,,,
Electric Rough (By State Inspector)
Septic Final
Framing
(To include Roof in place and Windows
and Doors installed).
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado.
APP OVED DO NOT DESTROY THIS CARD
Date 4k4 By
IF PLACED OUTSID - OVER WITH CLEAR PLASTIC