HomeMy WebLinkAbout48161
tfj- 14{4
r: 04¢16
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
303) 945 -8212
Job Address 1802 County Road 102, Carbondale
Nature of Work Building Permit
Use of Building
Barn /Stable
Owner Lydia C. Taverna
Cc ltractor S.K. Dusty Miller
490.88 July 6 -93AmountofPermit: $Date:
Permit: 297.50
Plan 193.38
S. Archuleta
Clerk
White - Treas.
Canary Office
Pink - Applicant;
Gold - Duplicate
riligililliMillirr—
GARPIELD COUNTY j /APPLICATION FOR BUILDING PERMIT ?
PERMIT NUMBER
please print or type
DATE
Assessor's Parcel #PLOT PLAN
NOTE: Show easements, property line dimensionsTOBEFILLEDOUTa - APPLICANT
a.all other structures, specify north, and streetADDRESSioifspaceis
SUBDIVISION A
y BLOCK H T
name. For. odd shaped lots, lot
space is
M FILING H OT y too small, provide separate p 1xnG-
W TAX SCNEDUL N c Q OF BUILDINGS NOW ON PARCEL — k
LEGAL (SEC /TWN /RNGI NE NF ~USE OF' BUILDINGS NOW ON PARCEL _
w NAME F
pTES:W MAILING ADDRESS A.a2
PHONE C/(3 =/ ? -y r' /S Id eLI Sf!/ 6 ''' S 77/
o C
C? gall- % c
Lo;G ereeas- rT
NnME P LD(_ Rr ES R,cucrvi1 eV:
crgrzat 3 1 ZroirG
ird '
z x CITY r n _ i,,,s 2 US.',l! Pc'
W ADDRESS G / Z
3
s- r e
Tp//C
e-
U/CS air T/ /
TY LLL lU arri S f
NAME rc G o/' _
u ADDRESS Pj1 • l f NSiU T
d CITY PAP
S
O PHONE
1ENSE
YOR?
jD
ASS OF S
lrlrr/120 /+`C CC
CLASS OF FIOFSC ice /1G rovr is F2or 7 1v i YES
ADDITION T j H
JEW ____y___ nLTERRTION MOVE _C [{ci /Lg(GL cc- US Y
EMOLISH REPAIR cc 0 ,--,-,, , ./2474.-c .
51 nDi'YTS 7 70gE
MOBILE HOME (make /model),,{ SHr _F. OF LOT 24e V" .5-0/4 re._
F. OF BUILDING WOflrrS gi- orS //3'Y
q O . F FLOORS /
HEIGHT 00 , r'Sr
OF BEDROOMS LUr7 /' s CH
f
iOF FAMILY U ITS 77/8,- /0 Srvo '.-'
NTENDED USE OF BUILDING FRONT PROPERTY LINE
ARAGE: SINGLEIIDBL j_q — CARPORT: I GLE DBL
IREPLACE STREET NAME /ROAD NUMBER 8
DOCUMENTS ATTACHED 7— CHECK ZF CORNER LOT - : NED —
DRIER SUPPLY DESCRIPTION OF WOE vNL
DRIVEWAY PERMIT
I
I e d• " rte—
SITE PLAN 1
BUILDING PLANS I hereby acknowledge that Z have read this4t,
ON SITE
SEWER CLEARANCE appli ation and the
is cor
ogre= to comply with all county constructONSITESEWAGEDISPOSALPERMITand - tote aws re lat g ,uilding
OTHER DOCUMENTS (specify)
o
t ;
PTa,I r f r Fon-
01
e An N sin/sicc
s cP F-0
c
k4 f–.,...,.._. - -_
i r USA? f' fU vi-` wtT // /. rOir- s c /root Fo -c 6 - .
2 / 45% EA$SSrI wit « g, .t -SIGNA RE
Jo 0k b sp r MnsrerNf wiz1po .1 begs Prasors, Corcri yvus
rQUfR•G 15/2:4^).r P/(rOn 7 co, ssauc ! 's" FOR OFFICE USFOOD HAZARD
VALUATION BYO SN tMr~j3 = 3i a;22 o CERTIFIED BLDG EL AMOS
PERMIT FEE $ 2_11.50 PLAN CHECK FEE $ r / 3 3 C L OBLDGLEVATION
N
TOTAL FEE r_ch 4'l o.i3 1 O IMPACT FEE $sV ld [ yITI dCiCT
DANE PERMIT ISSUED PROBLEMS WI'rnERMIT
ZZONING DDISTRICT
TYPE OF OCCUPANCY O ADDITIONAL INFORMATION NEEDED
TYPE OF CONSTRUCTI –l`i
g.F.
HE
BUILDING /`S.P. OF LOT
MAX. HEIGHT
FROM
ROAD CLASS.
CEITIFIED BY COLORADO REGISTERED LAND SURV1
OR ENGINEER
SETBACKS FROM PROPERTY LINE: FRONT
REAR
RIG
OFF STREET PARKING SPACES REQUIRED anA
4c '(
JD:Dn'1
It
APPROVED: DATE
PLANNING DEPARTMENT
at ter r n 7 w: ME PR 1'F • Y
e e /25 c!- r 0 Mir
A
ZCA? .V
50 0:72
7
ces . 2p, eif07- 11 Q _ T
4.1!)9`-- it -0
v ,
a 6„,,-AA, ma n a 70
r 1-' cI_:_ -.t2_G 72 ac »z 2r r R , ° -. 9$'z.c --, AC
44,0.;rif next ,j A, „.it_. f5c. -,,,k. Cam'`, 1cJ io Cc r LJ, •Q
IIln,— - -._e - hn c ---- ----/J 7\4-ca 0 . l 7.3 .
I
L/
neE= Fza..2. !6 c-1? i___ 1 r! c lcti . :.. ,1.z__{ =.e ,°-.L''.
J
f rtr.n "w'' , , r?XyyYs..s e 7}—,o__ /L-a 6b s_. 1"•:- _a!14 y lri.- ...._+L -ss
1 (”I i
pp
i
tt ctio----o-ocd, A. 1 , 2> ' 1, - 4,1z._ A.6,.....c.PA) ,....D r1/4-4_a zi4: hca i Lc,
lnrizrT /sue- T E ms- £ire .gr —,a - - !.< /e ' A,
e Cep vl'' -e_.- 7c,, -z L.k. ,..5-et it a -e_i!
i2 (2, , , i it..0„,,c_rt...,... a 5 ,fr : ,-,54c-4,--,-----3 et- 7 ,--(Atit tr..-...-.;*.cric-;
a.4- e di: 2 in/ ilti
J
r t°17--- J
41s' S--- C--- .96-e.--,er---___
V 'I
I
I
1
1( :ciIRt c 11 11111 I11i
1
I
1
i
1Illibk 1
10111111111111
E1
1
4( - i
Fr . L
ix eicvira `Actin c ii
1 1— 14 5 afa ifi -s J
lt
I 15 11/11 1 -Perfri-
i 1 1
e i 1
1 i_n IP itnifre r a a I
1_1g fachi 8 744 b 7 1
1 1 4 p A-sr. / Yr
fr-- 0
I 1.
I 1 1 4,,o 7-/ fr--
1 1
1
i 3 . F tof A
1
0
1 1
i
I - it to-
i
1
1
infi,-, 7,) ir 1 ' lc 0 11110I I
rrila--1 I I
1
I 1II 1 1
111 1 I i 1
I i
I
i
1
I
I
t
1
1
N 1I
1 1
VI 1 I
I 1
1/2q, t
I Le . it ,c)
101
i1"i
ili
I I Le_
i ti I i i I I feemktA. ' e- 11 kin- 1 - Y
Ille-nci RD id- 1 1 1 r 1 i 1 1
ZV I
k
1
i
I
F 1 '.k I I . r,.,III •
i
i
V1
1 • °
c t
901
O
2
4 t1.1
i
i
t,I
I
C
I I1. I
i
1 'xa:
I 1
I
1 -I . - ' L i - ti L :
I 1 n 1
i . -
Y it
I j 1 t
I I o a r
a ...
i 1 i"--..
11.q I I
V ! TiW`d
744/ ,.:) 94/6, -
i T
c.ra etc pop•tt Vein
v s
Ar-c;C t
k
1
1 .
Ii 1i11
i 1 1 1 I i iiii
cc ;:nL Lej.. 1 i I
1
i i
gr i
1 I
1 1
t 1
i, 1 i se11n ? eu
f— r f
1 1 c ; i-,1
r
I i
I
1
c
t—Q€ .
L___.
Iii I
r
3 .1 4 _
I a •id a -
Ci / 7
AGRICULTURAL GRAND JUNCTION SALES OFFICE
1 gip.)COMMERCIAL
INDUSTRIAL
HOTTEST BUILDINGS IN NORTH AMERICA"
I io I
2669 PARADISE DR., GRAND JUNCTION, CO 81506
8 ILDING 303.245.1000 FAX 245-8825
ROCKY ARNOTT
µo I
F
z l6 Iz
S E ) 21 . E ) 21-fill , Moog 4
Lfo - )2 L 7.5
10 Y O VE2hHANG ONE SIPEn
if PSF LIVE LOAD
11
22 P5F wl>JD LOAD (go Mn )
I o.
z LUHBER lar_aorlLGP Buy LotAl -+-y)
z PURL/kis 135 2KIo - /2
m 2:7 2xio -!6
opal I z
SIDE C1RT5 60 2106 I
c ()Mir Post—12 2 6 - 16
zµi4fADER)ENDS 28 2,c6 - IZ
oPLN 1-2-N
Q.20 2X6 - 16
2 AND Po5T5 174 6,1 - !ttrJvi
Iz I
L _. 1 i !
z
6 g to
POVBt-r- Suo1rJG
ID Op ft
J2
END
POST 7
Y / /a P O F jLU55)
600
8 8 Ir TO
UNDER. F /RST
Ft/ RLIIJ
St-o"iflrDL2TeO4P0GUIDECr
PROF G
JOB NAME: _ _yDL _ I. ILVEEJJR JOB # —2Ai
1f
oALOCATION: CAke•CAJ Di LE, CO SHEET OF
Pl'I'PwF •J4 . , ;..zzii,Att w - —. P BY n DATE: __- /-z 6 9_3
PREPARED FOR:PERKA Y UKLI-1tiJG
LYDIA TAVERNA BUILDING USE:BARN
M.4000 Size: 40 X 75 =3000 Sq. Ft.
12 FT EAVE HT
Size CS Price Sf TOTALS
FRAME PRICING:11.2 47
FRAME -40 yr warranty: 40 -12 9.33 1,205 1
PRICE ADJUSTMENTS: MODEL
LOAD 2 249
DEALER: AMCON BUILDING SYSTEMS NON - EXPANDABLE ENDS:4 -
BY: ROCKY ARNOTT (P93)I
F
303) 245 -1000
i s 12-
7 5
8,997
FAX 245 -8825
Y'0 8,997
Sub -Total 2 249)
CI'RDISCOUNT TOTAL COST FOR FRAMES 6,748
4.38 R20
SHEETING -2 yr warranty:
Choice of color, 29 ga. .QTY. x LENGTH x3 =SQ.F x U.P.
1,779BUILDINGINFORMATION5021.18 3,177 0.56
ROOF 0.56 1,050
IS 50 12.50 1,875
Perks Model: 4040 SIDEWAL
1658 1,393 056 780
Width:40 ft ENDWALLS 28
Eave Ht:12 ft X
Length:7 5 ft X 6,445 SHEETING SUBTOTAL 3,609
Total Sheeting Area
Live Load:4 0 psf -
Wind Load:22 psf QTY. x U.P. AMOUNT
1
N
172.80
Spans:
ACCESSORIES UNIT DESCRIPTION
16 10.80
Bay Spacing:12 ft Eave Trim (10 ft.)14 1200 168.00
Number Bays: 6 .2 5 Corner /Gable (10 ft.) 8 13.20 105.60
Ex
2 Ridge Cap (10 ft.)3.20 180.00
Non Ends:25
120 121.20
Non
Steel
Base Trim (10 ft.)
End:101
Fitted Closure (3 fl.)Ridge & Eave
Steel Eposn
J -Trim 10 ft)
4.80
12.00
OH Door Trim (10 ft) 6 -2 1p 00 372.00
Screws - Sheeting (M) 1.5" wood grip color
P
1_4 48.00 67.20
Screws -G & P (M)1.5" wood grip gale.6.00 30.00
Pitch=
1
E Shall Sheet 13'
4.00:12
3' 3"Foam Closure (50 ft.) TOP WALL, RAKE, MISC 5
1 65 00 85.00
End Wall Rise 6.67 ft M. Trim Allowance
EW Long Sheet 19' 11"16 o 14J , 2 j o r j
7 JY240fl
213 , ..
I7 L iT SPerimeter=
n i Y 1 . , `f c1 G C
iC c i " tfl+
7 ,
fri r L L._--2-X1 -_1.302ACCESSORIESS
JUST STEEL 11,659
PURLINS & GIRTS WOOD
Sire QTY.PER LF Amount
2 x 10 1800
L U - t:SPurlins@24inOC1050p
CARBONDALE, CO Side Girls @24 "OC 2 x 6 I ' .
Deliver to:End Girls @24 "OC 2 x 6 635
2 Sets of End Posts 2 x 6 328
Lin. ft.3,813 PURLINS & GIRTS SUBTOTAL
cam
Shipping date:Material Subtotal --
11,65 _.
4t
1 Engineering charge 7 ,
BUYER X t
l
C 1 F (FOB Truck)3 ,
SALES REP X J ,J t ' ) t `" Sales Tax 3.00%
L
SELLER'S OFFICER X 1 ,.. , i ,, VI, A _, L f 01 :if / "( /' 43' TOT:A -"" 13,1.
C.O.D. BALANCE (cerl checcl t!
i.
Order Deposit
h
thJ:ii/ii/fnoe
ERECTION
MANUAL
Model 4CCC
INTRODUCTION
Perka Building Frames offers a wide variety of frame designs to suit any need,
at virtually any size and any shape. All frames are made of steel and fully
conceived through state of the art computer technology.
Each frame is computer designed:
a) 6f'cs'lhefcirriiam, strength; 'teeting all l#Uildingloode req WM MOMS-
To maximum efficiency, meeting all cost factors in both materials and
erection;
c) To maximum flexibility, meeting all possibilities of building uses, and
optimizing the frames' versatility, reliability, and therefore, its investment.
Now, manual was conceived to assist in the assembly /erection of the frame
that you purchased; and in no way is intended to be the "only way" to do it. It is
based on a survey of several contractors and is a direct reflection of popular
industry procedures. Therefore, this manual is to be perceived as a guide only.
Based on your own experience and personal preference, you may deviate from
this guide especially where personal design options or individual building
requirements have been requested and do not make up part of a typical frame
of your model type.
Furthermore, certain procedures may differ where location, weather conditions,
or the skills of the personnel would render the methods of erection described
herein unsafe or undesirable.
It is the responsibility of the erector, not the manufacturer, to determine a safe,
convenient and proper method of erection having regard to all the particular
circumstances at hand.
Should you have any difficulties with any part of your building, we urge you to
contact your building consultant in order to minimize your time and cost factors.
Note that it is also recommended that you contact your insurance agent; this is
an often overlooked necessity with a product of this kind.
So, good building and best regards.
From
Perka Building Frames
FOUNDATION NOTATION
It is generally recommended that foundations be designed and "formed" by
competent local experts eg. foundation engineers or designers and their
associated or recommended contractor).
This is so, because they are usually most familiar with the location's site and soil
conditions. Having knowledge of and experience with the local code
requirements, drainage, soil bearing capacity and available tools and materials
in your neighborhood will assure that you start out with the right foundation,
meeting all specific loads imposed upon it.
Perka Building Frames provides all orders with an Anchor Bolt Layout and on
that sheet it will show all the necessary column reactions that your foundation
contractor /designer must account for.
Since a poor foundation is the major cause of most erection problems, it is also
important that a responsible person check the concrete form work and anchor
bolts for location, alignment, and elevation prior to and during the concrete
pouring. This will prevent the potential of some costly complications during
erection of your frames.
Similarly, it is a good idea to check all anchor bolts one more time before the
erection crew arrives...just in case! If you know before, you can save several
hours of men and equipment from waiting while corrective measures are being
taken.
FOUNDATION ALTERNATIVES
HERE ARE SOME BXA MPLES OF WHAT
YOU CAN DO FOR MODELS 1000 OR
2000... OR ANY BUILDING DBSIGNE.
WITH OUTSIDE GIBTS./
1 ICI \1II \'
11 II Iliti
ii I
1 3
111 X11 F.ti
11111 41
P 4
PERA
THE CHOICE IS YOURS!!
SEE SAMPLE ANCHOR LAYOUT IN BACK
BUILDING FRAMES FOUNDATION ALTERNATIVES 1
o rto n
1. F II I
1 i
v n i
o t ji '! In
s a.
1 i° 2' 1 G : a)J
U_o
ad 1
aQQ t
u 'o 10C 'o ao
f.
G.. Q
CD ij
G i i LL
o
C
API.Q)
O IMP O E
at
0 0 f.,,::
H C Q
A\d
T
f/:
WV o
n f J ! -. •
Wv N.
4)c •iww `...:':W
0
i a
o
ea 0
r V als
6
11 i
es
J
Ilia
i
0
I M1M I Zr6fC
N U=
E aEo
Fi X
1 o
4---t;v m
o
i
V IecI
Q "s 11 amp
logy=
a :'
emu.a
F t
SEE SAMPLE ANCHOR LAYOUT IN BACK
O
O
a
BEFORE YOU BEGIN
With every order of Perka Building Frames, you will receive the following:
1. Confirmation of your order, detailing your building specifications.
2 Anchor Bolt Layout
3 Your Model # Assembly Guide /Manual
4 If requested, Engineer Certified Drawing of your frame. This page(s) will
also show elevations and may have details of special features /options.
5 A Bill of Lading, listing in detail, all your building material /components.
It Is Imperative that as you receive these, you take the necessary time to
review Immediately and thoroughly.
Perka Building Frames has a reputation for extremely rapid service and the only
way it can continue to meet this requirement and offer high quality workmanship
right through the order is if all parties understand the value of time and follow
through with the same sort of commitment...please note that were not talking
haste, we're talking time- management.
So, please look over each item attentively and if there is anything in question,
contact your Building Consultant immediately.
RECEIVING YOUR BUILDING
Most shipments of steel buildings are made to provide sufficient material to
begin erection of the structure upon arrival at the job site. In multi -truck
shipments, framing material is sent out first and cover and trim will be loaded
and shipped last.
Notification of shipment is usually made at least 24 hours before delivery. All
delivery commitments are approximate. While every effort is made to maintain
schedule, Perka Building Frames cannot be held responsible for any damages
caused by delays.
Great care should be exercised in scheduling erection crews and unloading
equipment on a job site until the erector is certain of the arrival of the material.
tlelofuI Flints
General:
Accessories, trim and sheeting bundles should be set aside and out of the way
of traffic around the site. Purlins, girts (if all steel building) should be distributed
along both sides of the foundation. Structural framing material should be
unloaded within the foundation close to where it will be erected and with
consideration to accessibility of erection equipment.
Make sure you have everything:
From your Bills of Lading, check off everything you unload as you unload it. Do
not break cartons or bundles until required...(ie. to count sheets or to use) this
will prevent excessive dirt and moisture from getting on your materials.
Use Dunnage under all building materials:
Components left on the ground are subject to excessive moisture and dirt and
can give the erector the unhappy task of cleaning or repainting after building is
erected. The dunnage will also facilitate ground assembly of frames and
provide space for lifting slings when erection begins.
Take great care In handling sheeting and trims:
Erection personnel must be made fully aware of the value of your sheeting and
trims. Careless handling of these items could create major problems for the
builder and much dissatisfaction on the part of the owner. Packages of sheeting
and trim must be stored off the ground at sufficient height to all air circulation
under the packages. This will avoid surface moisture and reduce condensation
see illustration below "Unloading & Handling ")
Releasing Truck:
After satisfying yourself that you have accounted for all of your materials and
making any necessary notations on the Bills of Lading, sign the Driver's copy
and release the truck.
NOTES ON TOOLING
The following is a list of tools and equipment needed by a "typical" crew who will
erect the structural frames and apply the sheeting and trims. Equipment
requirements will vary from job to job due to differences in building sizes ,
complexities, jobsite conditions, and erection personnel .
Therefore, this list should be used as a guide and in no way puts a limitation on
equipment for erection crews.
1.Wrenches, for 1/2 ", 5/8 ", 3/4 ", 7/8" or 1" bolt s.
2.Set of Ratchet Drivers 20" or 24"; 3/4" - 1" Dr ive and Sockets
3.Wrecking bar, 8 *1* Sledge Hammer and Heavy Duty D rift Pins
5/8 ", 3/4 ", 7/8 ", 1" and 1 1/16 ".
4.Set of Torches, Gauges, Hose, and Tips.
5.Measuring Tapes, 100' & 12'.
6.Some 5/8" or 3/4" Pure Manila Type Rope.
7.Some cable and turnbuckles for temporary anchor ing.
8.Heavy Duty Belt Slings, 3/4 Wire Cable Chokers, Spreader Bars.
9.30' Extension Ladders.
10.Assortment of Crescent Wrenches.
11.Heavy Duty, High Speed Screw Guns or Impact Gun s with Depth
Setter and Clutch (with magnetic socket heads )
12.Electric Sheet Metal Nibblers.
13.Heavy Duty Electric Drill and Bits.
14.Hack Saws and Blades.
15.Welding Machine.
16.Extension Cords.
17.Heavy Duty Electrical Cable.
18.Nylon String Line
19.Chalk Line
20.Vise Grips
21.Ramset or Pin Boy's.
22.Scaffolding or Scissor Lifts.
23.Levels, Plumb Bob's.
24.Hard Hats, Gloves.
25.Come Along"
A P•PULAi METHOD OF "- SING" M44$0 YP_ F • MES
TAPERED COLUMNS & RAFTERS)
FOR BUILDING FRAMES UP TO APPROX. 40' WIDE /12' HIGH
1. Bolt one half of a full truss together at the Haunch Connection (finger tighten
only, until ready for sheeting ).
2. Install all bottom Chord Braces while truss is on the ground.
3. Bolt together other half and repeat #1 & #2, readying them to be lifted.
4. Starting on 2nd frame position, one in from end, with proper lifting straps
and /or slings, lift one half section and hold or rest up on a yoke formed with
scaffolds.
5. Raise other half and join two sections at peak of ridge.
As the frames are being lifted, it is important to have men lifting at the
Haunch to prevent twisting. Also, make sure that slings /straps are tightened
before raising.
6. When frames are up, finger tighten nuts on Anchor Bolts. Do not overtighten,
you may have to shift frame around when squaring your building.
7. At this point, you should cable brace your frames for rigidity.
8. You are now ready for your 2nd frame. Set frame in same manner as first.
Install eave purlins and then every second purlin from this point across frame
putting only one fastener per end. Install x- bracing where necessary but do not
tighten.
9. Using the windbrace rods, plumb the columns of the building and (with site
engineer's approval) using washers or shims under the base plates, align the
columns across the width of the building. Now, tighten nuts on Anchors Bolts.
10. Continue in same manner until all of the frames are up. By using tie puffins
only, you will save valuable crane time.
NOTE: It Is not recommended that buildings over 40-12 be raised In this fashion.
lirII
4 IOWAA4din
FIGURE I.
SET HALF TRUSS UP ON YOKE.
r&
1141 11110";4
1100 1141IV illi FIGURE 2.
SET OTHER HALF AND BRACE.
A
y,4i 11 C
i
i FIGURE 3.
SET NEXT FRAME, INSTALLING
NINDBRACING, GIRTS AND
TIE PURLINS.
P bi, i./
s FIGURE 4.1 REPEAT, ALIGN FRAMES, TIGHTEN
1 BOLTS. PURLINS GIRTS.
NOTE: Figure 4 is illustrated with one Non — expandable End Frame.
3
II
TYPICAL NON- EXPANDABLE FRAME ILLUSTRATION
ERECTING M-4000 FRAMES OVER 40'
1. A popular way for erecting these larger frames is to first set all of the columns
upon the Anchor Bolts and brace securely towards the outside of the building.
2. Install some of the girts to help stabilize the columns.
3. Then raise assembled rafter sections carefully with slings /straps up and onto
column haunch connections. Insert Rafter ends into columns with Drift Pins and
then bolt together.
4. Continue from point #7 of regular frame erecting, raising rafters onto columns.
As noted, these methods are popular methods used and will vary on each project's
Individual circumstances.
Following now is a series of detail illustrations showing how each of
the individual components fit together.
We hope that this manual helps you with the enjoyment of your
building, not only after it is up, but also during the time you experience
the often overlooked satisfaction of completing a job well done....
OPTION FOR AN EXPERIENCED ERECTOR
i ,
ri 1i . ,1`
II'FIGURE I.
II 5l
SET ALL OF THE COLUMNS.
l
CRANE
4 14
r it I;
1 I
p IL" 1sl FIGURE 2.1,IN RAISE RAFTER SECTION
ON TO COLUMNS
al
1
al
r. rAllr Vi .
rr /FIGURE 3.
RAISE NEXT RAFTER SECTION,
INSTALLING RINDBRACING, GIRTS
AND TIE PURLINS.
c.
Ir Ibt••°..........Callb.-------tlel-erIWII:FIGURE 4.
I i REPEAT, ALIGN FRAMES, TIGHTEN
BOLTS, INSTALL BALANCE OF
PURLINS AND GIRTS.
r
t
A. ANCHOR BOLT ATTACHMENT
SUPPLIED BY CUSTOMER)
1 hints
This illustration shows a typical "single angle' Frame.
This design is usually used on frames under 40 feet)
Do not tighten down bolts until frames have been aligned.
It is not uncommon (pursuant to site engineer's approval) to put washers or
shims to facilitate the frame levelling process.
The anchor bolts themselves are usually supplied by customer or the
foundation contractor. This is so because the bolts are usually needed before
the delivery of the frames.
When setting the anchors, make sure there is enough thread exposed to go
through the base plate of the column, but not too exposed so as to interfere
with the webbing.
ai
A2. ANCHOR BOLT ATTACHMENT
SUPPLIED BY CUSTOMER)
1 1elpfu1 1
This illustration shows a typical "double angle" Frame.
This design is usually used on frames over 40 feet in width or in high live
load wltn expanded bay spacings)
Do not tighten down bolts until frames have been aligned.
It is not uncommon (pursuant to site engineer's approval) to put washers or
shims to facilitate the frame levelling process.
The anchor bolts themselves are usually supplied by customer or the
foundation contractor. This is so because the bolts are usually needed before
the delivery of the frames.
When setting the anchors, make sure there is enough thread exposed to go
through the base plate of the column, but not too exposed so as to interfere
with the webbing.
41,
BoL r
ASSEMBL Y /
B . HA UNR EA VE CONNECTION
helpful tints
This illustration shows Typical "single angle" frame.
This design is usually on frames under 40' In width)
of bolts in haunch will vary with each frame's individual design.
see your "Engineer Drawings" if you've requested one.)
Do not tighten down bolts until frames have been aligned
Always insert bolts from under the haunch connection.
This better assures against nut loosening from gravity & vibrations.)
BBL r
ASSEMBL Y
NOTE
SOME FRAMES MAY
N a e :REQUIRE AN EXTENDED
alleget • vNC ASSEMBLHAUH Y
FOR
DUE TD
PROPER
BDL T CLEARANCES
AT GUSSETS
pre .. _. r .4
S
132. HAUNCH OR EA VE CONNECTION
1 ielnful Flints
This illustration shows Typical "double angle" frame.
This design is usually on frames over 40' In width or in high live load with
expanded bay spacing )
of bolts and # of rows in haunch will vary with each frame's individual
design.
see your "Engineer Drawings" if you've requested one.)
Do not tighten down bolts until frames have been aligned
Always insert bolts from under the haunch connection.
This better assures against nut loosening from gravity & vibrations.)
IIt Waiiirerow-4 OS)
s Siit)4 I
BOLT
ASSEMBL Y
e
C . TRUSS PEAK CONNECTION
Helpful Hints
This illustration shows a Typical "single angle" frame.
This design is usually on frames under 40 feet wide.)
Do not tighten down bolts until frames have been aligned.
It is not uncommon to put washers or shim plates to facilitate frame
levelling process. ( Especially in wider frames)
A ill (I \ Si"
J/1144004. 11°a
sob
C2. TRUSS PEAK CONNECTION
Ileltiful Nints
This illustration shows a Typical "double angle" frame.
This design is usually on frames under 40 feet in width or in high live load
with expanded bay spacings.)
Do not tighten down bolts until frames have been aligned.
It is not uncommon to put washers or shim plates to facilitate frame
levelling process. ( Especially in wider frames)
1111111/I
7
ill
D . WINDBRACE ATTACHMENT
Helpful Hints
Here is an illustration of the windbrace attachment with "double angles" or
also known as "back -to -back" angles...
Not all bays will have windbracing in it. (Even though each frame has
attachment plates for them. This is done to facilitate the erection.)
Refer to anchor bolt layout to see which bay #'s will have windbracing.
One end of the windbrace rods has extra threading to facilitate the aligning
of the frames-
Note that the lengths for the rods can be found on your bill of ladings. If
something does not fir make sure you have the right rods since many times
there are many different sized rods which go in different bays. Again these
differences will be noted on the bills of lading.
Pr
kiriit
fr.41
4
11 ' 1,1
D 2 . WINDBRACE ATTACHMENT
Nelatul Nints
Here is an illustration of the windbrace attachment with "double angles" or
also known as "back -to- back" angles...
Not all bays will have windbracing in it. (Even though each frame has
attachment plates for them. This is done to facilitate the erection.)
Refer to anchor bolt layout to see which bay #'s will have windbracing.
One end of the windbrace rods has extra threading to facilitate the aligning
of the frames.
mir, rr
NOTE B
USE 1/2" DIA.iBOLTASSEMBLY
1
NOTE
USE WOODGRIP,N
10 WOODSCREW,WOOD)
OR 1 1/2"
SHEETROCK SCREW
8
It
rir 1i Ili
E . PURLIN ATTACHMENT
WOOD OR STEEL PURLINS)
Helpful Flints
When installing purlins before frames have been aligned, attach to clips with
only one fastener per end to allow for freer movement when squaring off.
With expensive equipment around, you may want to use tie purlins and eave
purlins ONLY, to hold frames as work progresses. This could save you
valuable crane time.
i
IINN (sTEEL)
NOTE
USE I/2" DIA.
BOLT ASSEMBLY
NOTE:I'
USE WOODGRIP,Oi
10 WOODSCREW,WOOD)
OR 11/2" N\
SHEETROCK SCREW f
p P 11
SKS-N \I
E2. P URLIN ATTACHMENT
WOOD OR STEEL PURLINS)
Fielpful Flints
Here is an illustration of the purlin attachments with "double angle frames"
or also known as "back -to -back angle frames ".
When installing purllns before frames have been aligned, attach to clips with
only one fastener per end to allow for freer movement when squaring off.
With expensive equipment around, you may want to use tie purllns and eave
purllns ONLY, to hold frames as work progresses. This could save you
valuable crane time.
A 19
1 STEEL)Ii WOO
1Al
NOTE.
USE 1/ 2' DIA.1• .
1.1 car..pi
BOLT ASSEMBLYY
a
NOTE-
I I I di # DBEGRIr ,WOO
0 4,SHEETROCK SCREW
11111 M I=
F. GIRT ATTACHMENT
WOOD OR STEEL GIRTS)
llelaful flints
When installing girts before frames have been aligned, install with only one
fastener per end to allow for freer movement when squaring oft
With expensive equipment around, you may want to use tie girts ONLY, to
hold frames as work progresses. This could save you valuable crane time.
44
WI! III Ila a C
STEEL)al WOOD)1 NOTE 1
OOP /I ,USE I/2" DIA.
BOL T ASSEMBLY
ect
1 , 14 -041:-NOTE,
4 USE WOODGRIP,
10 WOODSCREW,
j /
SHEETROCK SCREW
1 fii IAA 1
F2. GIRT ATTACHMENT
WOOD OR STEEL GIRTS)
Nelnnful 1 - 1ints
Here is an illustration of the girt attachmnets with "double angle frames" or
also known as "back -to -back angle flames ".
When Installing girts before frames have been aligned, install with only one
fastener per end to allow for freer movement when squaring oft
With expensive equipment around, you may want to use tie girls ONLY, to
hold frames as work progresses. This could save you valuable crane time.
Note also that bolts should be installed in an upward fashion , again, to
minimize possibility or loosening from gravity and vibrations.
3 . ,
11111 OPTIONAL:
WOOD; NOTCHED
HORIONTALLY
AND OR VER
AT ORNERS
TICAL _
IT--
OPTIONAL :
I
ANGLE; HORIZONTAL
AND /OR VERTICAL
lit 4•00 "
i
CORNER DETAIL
WOOD OR STEEL)
llelaful Hints
When finishing your corners on a Wood /Steel Model 4000 you will need to
notch out your endwall girts so that your endwall sheets will have something
to fasten to. (As illustrated in the top part of the picture)
Note also that you can add an upright (2 "x4" or 2 "x6 ") to give more rigidity.
For an MI Steel version, there is extra rake angle material (eg 2 "x3" light
gauge angles) which you can use to "Fill out" the gap in the corners, as shown
above. To fasten, you need only "self-drill" from underneath these into the
wall girls.
Again note that you could also add more "rake angle" as uprights for more
rigidity.
4•
NO
USE 3/8" D1A.Illi
BOLT ASSEMBLY (
BOT ENDS)lifi ‘ iikli
Ar
ICS:
4-I
NOT_:I USE A NAIL,
WOODGRIP, OR\s J 5/16" LAG SCREW,
I WOOD END) r
NOTE:
7 01 ' f USE 3/8" DIA,
BOLT ASSEMBLY.
FRAME END)
G. BOTTOM CHORD BRACING
ROOF AND WALL / WOOD OR STEEL)
Ilelt4fu1 Hints
Since doing work on the ground is much easier and safer, it 6 popular for
the bottom cord braces (or any clips, braces, attachments) to be attached to
the frames before they are raised.
In wood /steel type buildings one end of the brace is bolted to the frame and
the other end need only be fastened with a nail. woodgrip screw or 5/16" lag
screw.
In all steel type buildings, bolts are furnished for both ends of the bottom
cord brace. Field drilling or the hole in the purlin or girt will be required.)
I *'CAVA 1/2" m BOLTS
p p TYPICAL) \ kti4
NOTE:1 1/4
C 8x2.5x14ga.
ENDPOSTS
TYPICAL)
FULL FRAME
I I 1/2" 0 BOLTS
TYPICAL) 7
ISILM
C 13x2.5x14ga.
ENDPOSTS
TYPICAL)
NON— EXPANDABLE FRAME
ENDPOST DETAIL
Ilelinlul flints
A "Full Frame" (Expandable) is self supporting and therefore does not need
to have post to support it. However, since it is often the case that these
frames are bought for the ends in case of future expansion, posts will need to
be fastened to them for the endwall framework, and this is shown in the top
of the drawing above. If you requested it, a clip will be welded to the bottom
cord of the frame to receive your endposts. Note that these clips are
automatically" put on if you ordered the endposts from Perks.)
On a Non - expandable Frame the endposts need to be "bearing" that is they
help to hold up the frame so as to meet the necessary loads. Therefore the
connections on these are more fixed in nature and are as shown above.
Furthermore these posts cannot be moved more than approximately one feet
away from its intended position without having it checked by an engineer.
F 'ONE END
FIELD DRILL
OTHER HOLE.
0 0
ID :\
COLLAR TIE DETAIL
Fieli>tful. Flints
On buildings over 60' wide and /or for buildings in high live load / expanded
bay situations there may be required a Collar Tie at the Peak.
When this Is so it will almost always be in a "double angle frame" and
therefore come in double angle form as well.
The best time to install these is when the frames are on the floor, finger
tightening only the bolts through the two angles and the plate welded onto the
bottom cord.
Furthermore when lifting your frames this will add to its required rigidity.
Note that only one end of the collar tie will come pre - drilled, where the
opposite end is to be field drilled. This is to assure the picking up of any
slack that can occur from settling and therefore permitting an easier and
better fit.
MEE
H. BASE SEAL
WOOD OR STEEL)
FeIn ul Flints
Before laying any base seal, make sure foundation wall is free of rough
patches of concrete & voids and that any low spots are properly grouted.
Start at corner of the building and cut a 45 degree angle at one end for a
neat finish.
At your discretion you can put down a bead of caulking underneath the base
girt to seal against almost any intrusions!
1
1r
rilThari/-1111elessele
7: l
j tilirs_ , • . 0
I.CORNER TRIM
WOOD OR STEEL)
Flelinful Flints
When putting fasteners In, always try to penetrate a girt so that a sturdy
attachment Is made both for the sheeting as well as the trim itself.
There Is usually provided enough screws to put on each side of the corner
trim and at every girt.
The corner trims are often identical to the gable trims, so do not be
alarmed if you see more of this kind of trim than you would have expected.
w
CLOSURE STRIP aaeaeffu..-,w1gxAd:..e...ss
1001
WOOD)
CLOSURE STRIP
kir \o ®
rit 'III (STEEL)AR
J. EA VE FLASHING
WOOD OR STEEL)
helpful hints
When (stalling the roof sheeting make sure the bottom screws are not put in
since the eave flashing must be installed underneath.
Note also that a closure strip is usually supplied to go in between the eave
trim and the roof sheeting.
Normally for the wall side of the trim, the screws are put on at every second
rib and extra care should be taken not to fasten too tightly so as not to
crush the wall sheeting!
For the top, screws are put down between each roof sheet rib, through the
eave trim thereby fastening down both at the same time.
N N 1 '
t®
40rNi
RAKE ANGLE
f 1
4P
K. GABLE TRIM
WOOD OR STEEL)
Ilelnful flints
The Gable trims (which are often identical to the corner trims) are put on
after the wall & roof sheets have been installed.
Normally for the wall side of the gable trim, the screws are put on at every
second rib and extra care should be taken not to fasten too tightly so as not
to crush the wall sheeting.
For the top, screws are put on at each purlin for a sturdy connection. (No
closure strips are needed here)
CLOSURE j
STRIP —
WOOD)
CLOSURE `l
STRIP
STEEL)
RIDGE CAP
WOOD OR STEEL)
Helpful Hints
1. Two rows of foam closures should be installed as illustrated.
2. When putting in your purlins make sure the two runs of Purling at theridgehavebeeninstalledonthetopsideoftheridgepurlinclip. This allowsforthestrongestsettingofthepurlinonthetopcord. Further it will be
easier for you to fasten down your ridge cap into the purlins themselves.
3. There is usually supplied sufficient screws to fasten down the ridge cap at
9 to 12 inch intervals on both sides.
4. * Do not screw into or through the foam closures.
NOTE.
PERKA STICKERS
OR EMBLEM
AVAILABLE BY
ORDER ONLY.
I
I I j
1
1 I
PEAK TRIM
F1011M l flints
The peak can be finished by merging the two gable trim pieces together with
a diagonal cut on ONE of the pieces.
Note that the gable trim goes underneath the ridge cap.
After this you can install a Perka sticker, or emblem as you prefer.
NO
SHEETING; SHEETS ARE IDENTIFIED BY
LENGTH AND NUMBER ON BILL OF LADING.
4 I /2" or 6"
t
TOP & BOTTOM ROWS
MIDDLE ROWS
9" or 12"
USE CHALK —LINE TO
LINE —UP FASTENERS.
SHEETING DETAIL
llelnful taints
When installing sheeting it is recommended that you take the extra time to
make sure you do a "quality job" because this is what is going to SHOW!!!
Refer to your Bill of Lading before you begin to use up your sheets. Fromthesebillyoucanunderstandhowthesheetingtakeoffwasdoneandwhere
the different pre -cut sheets were intended to go.
As noted above, you need not put a screw in between every rib of your sheet.
This is only needed at each end of each sheet, in between all you need is one
every second rib.
aa wR.ew .rt!3x ".ate Rm.Nt2a:
p
r
py
p+.... — I '"' .. y M.. Y ±. g YS .1r F . h..•w, YM T@" y4'Ste$r r SAP
a144 .. L2LLL C C N O
s m Cl Cf p =
m pHa y '
33aa y N m N N 11115
3 d n O N
m a 7
m OIa, O H m y 1"
a)i t. .
CI a 1111 D •-• 3 1:. i m C 7 m 0 S N N O
m m (p3 0)
3 7 d O 7 m 0 gO1::::„..m c m m pmcf D < '" rafre: a O 4
c F o
Ft: A C 7 w fD
o NoOo v,D
co
F1; st
Xi3xmm3 'a a m 3 a 37mmfvD
m m o O m
Fes):'m 7 C m C 7 i w
A a
CDNONmm7 .7 _.
En ii
O mi< 0Ce-:....3 y n m m M 3OfDy7
O O N co 0 N e :
I3
p o 7m3 at -t x
m a
C
m O f2mcoaEY
3 m r a d O OmowNX1
I m m7 N m
AA
ff
ss O Qa dom
Or /d mm
OsCoy.o N
clhC1
I O rd . C Z g _ 3I ,Ll o O fD
ab£-- u.. t8 .t .: 3' mid. .s n at.irHr n. : •ypyq <.
BIICWEST i DELIVERY GUY LOADED BY DELIVERED BY DELIVERY DATE
Building Materials Center 7:3E 5 Mil
CHECKED BY DATE ORDERED SHIP VIA
BMC WEST i U7150i•IARAND F
17•_ENWOQ1) SPRINGS, CO. 81601
i
nIci_ aoaa -seS are.0 j:N ICI:. -...71
L'1DIA TAVERNA DBA I 1S7k12 1 ySOLDi. ;
LHILDRE:NS RIDING CAMP'TO:10TO1802ROAD102
CARBONDALE,.CO.i ss
8162
OUST #4921723.0008 DEL. DATE :05 /221/93 PERMS: NET 1074.1 Iiri, C• . ,1I 11963 -2137
l.* QTY 1 _ RIP ,. I 2 ,/ua, c I ,yffi r) „ s .t,T it UNITS 1 Ai y 1 71.J ? ' ` E 1 v r, 14.rt r .1-t e11352X10 -12' #2 &BTR 8-DRY F/L 1 112212R 2700 atti41 ' 6e + 'Sy. `a % . ' ' '1.' „`4 y7! '
27 2X10 -I8' #2 &8TR 5-DRY F/L 1 - 122180 810 i''' ^ T N'
3 88 2X6 -12' #2 &BTR 8 -DRY F/L 1 11812A 1056 c r ra y • -, -s.,, &4 12 2X6 -16' # &BTR 5 -DRY F/L 1 •118168 192 73 t ?T`5 20 2X6 16' #2 &BTR 5 -DRY F/L 1 11816h 32 ya .40%,/ 4 -
b '3 6X 6 -16' #2 '8 ST 543 DOUG FIR 1 56416A 144 7114.44.c.,..:.;2".: •L r, ' ;' 7. '
7 4 1X12 -•16 #3 &BTR DY CDR 5152E 7/8 1:113616R 64 42 7t+1 bM4 , , r': 0; :yl;; 8 3/8 - 4X8 CDX 2412 SHTG WEST 1' 030268 64 P
41 1 ° r ` , 1r -ee •
k " • e' F 1 ^ a DfiOV .A1f y
y
1.1`r4 R 1 L Li
or e t 1'118 7eti3s. . Vte
F a ,q• .a„4".1..':'.,F ' z,. 7 .,,fi I _ '. :
Yg D V1 , •4 nn3. f3
cfr •Ln .ll't6.'
ALL SALES SUBJECT TO TERMS ON THE REVERSE SIDE -BY y-- s r t ( _' ( -
FORM RIN 200 fff
CHANNELDRAIN 2000 Roofing and Siding
Channeldrain 2000® tackles the toughest weather...and does it handsomely.
Channeldrain 2000 roofing and siding was tributes to a soft, textured look and comple-
designed to handle the harshest weather con-ments the overall shadow pattern.
ditions; to hold up under heavy snows; to stay On top of it all— color. 'IWelve bold, con -
tight against punishing winds and rain...and to temporary hues and subdued traditional earth -
look good doing it. Full hard, 90,000 psi gal-tones, plus galvanized. All colored panels are
vanized steel, non -leak drain channels, and run through a two -coat process in which a
computer -aided profile design pack 45 tons of siliconized polyester finish is applied over
strength into every square inch. Lightweight,primer and the galvanized material. This makes
38" panels (36" cover) are easy to install, and for extra hardness and superior durability.
wide side laps and extra rigidity and fit, keep Wheeling Corrugating controls the produc-
interiors dry and draft free.tion of Channeldrain 2000 from pour to gal -
Channeldrain 2000 proves that strength vanizing to finish. The result is an exceptional
needn't sacrifice good looks. Major ribbing, a building material that works as well for com-
full 1/4" deep on 9" centers, adds an extra meas-mercial and light industrial buildings as it does
ure of strength and a clean, classic "board and for agricultural applications.
batten" appearance. Intermediate ribbing con-
4
I
Ira
I
11
x s ' "•ry- ".r , ne .1:2+
CHANNELDRAIN 2001
36" COVER WIDTH 1
38" OVERALL WIDTH 1
Dimensions and Specifications Allowable Uniform Load Tables (Lbs. Per S . Ft.)
Gauges 29 (28 and 26 available on special inquiry basis).1
Overall width: 38" (36" coverage).
Lengths in feet: 6 thru 40 in even one foot increments.Single Span 133 85 59 40 27 19
Steel: Cold rolled Wheeling - Pittsburgh carbon steel.Dual Span 152 97 67 50 38 30
Galvanized coatings: Zinc coated natural roofing Triple Span 190 122 84 62 45 32
conforms to ASTM specification A361.Notes:
1. Loads left of the heavy line are governed by stress in the sheet.Prepainted zinc coated roofing conforms 2. Loads right of the heavy line are governed by the deflection limit of 11100.
to ASTM specification A525. Channeldrain 2000 3. Loads in the shaded area exceed 200 PSF.
can also be ordered with Wheeling 2 oz. Seal of Channeldrain 2000 roofing and siding is manufactured in accordance with
Quality. This super premium sheet provides ASTM specifications noted in "Steel Roofing Sheets" latest revision.
a heavier steel gauge and an additional thickness Wheeling Corrugating Company reserves the right to change the design
of galvanized coating for extra wear and longer and /or specifications of its products without notice.
life. We're so confident of its durability, we
provide this product with its own 20 -year
limited warranty.
Prepainted coatings: 1.0 mil, dry film thickness,
exterior side; 0.5 mil, dry film thickness,
underside.
Quantity Estimation Chart
Steel roofing and siding is generally calculated and
ordered in "squares." This term represents 100 square s 1
feet of roofing sheets. The chart at the right will help 6 ft. 19.000 5.2632 22 ft.69.667 1.4354
you plan your needs.7 ft. 22.167 4.5112 23 ft.72.833 1.3730
8 ft. 25.333 3.9474 24 f1.76.000 1.3158
9 ft. 28.500 3.5088 25 ft.79.167 1.2632
10 ft. 31.667 3.1579 26 ft.82.333 1.2146
11 ft. 34.833 2.8708 27 ft.85.500 1.1696
12 ft. 38.000 2.6316 28 ft.88.667 1.1278
13 ft. 41.167 2.4291 29 ft.91.833 1.0889
14 ft. 44.333 2.2557 30 ft.95.000 1.0526
15 ft. 47.500 2.1053 31 ft.98.167 1.0187
16 ft. 50.667 1.9737 32 ft. 101.333 9868
17 ft. 53.833 1.8576 36 ft. 114.000 8772
18 ft. 57.000 1.7544 37 ft. 117.167 8541
19 ft. 60.167 1.6620 38 ft. 120.334 8310
20 ft. 63.333 1.5790 39 ft. 123.500 8103
21 ft. 66.500 1.5038 40 ft. 126.666 7895
CHA1VNELDRAIN 2000 Roofing and Sidin
Channeldrain 2000® tackles the toughest weather...and does it handsomely.
Channeldrain 2000 roofing and siding was tributes to a soft, textured look and comple-
designed to handle the harshest weather con-ments the overall shadow pattern.
ditions; to hold up under heavy snows; to stay On top of it all— color. Twelve bold, con -
tight against punishing winds and rain...and to temporary hues and subdued traditional earth -
look good doing it. Full hard, 90,000 psi gal-tones, plus galvanized. All colored panels are
vanized steel, non -leak drain channels, and run through a two -coat process in which a
computer -aided profile design pack 45 tons of siliconized polyester finish is applied over
strength into every square inch. Lightweight,primer and the galvanized material. This makes
38" panels (36" cover) are easy to install, and for extra hardness and superior durability.
wide side laps and extra rigidity and fit, keep Wheeling Corrugating controls the produc-
interiors dry and draft free.tion of Channeldrain 2000 from pour to gal -
Channeldrain 2000 proves that strength vanizing to finish. The result is an exceptional
needn't sacrifice good looks. Major ribbing, a building material that works as well for com-
full /4" deep on 9" centers, adds an extra meas-mercial and light industrial buildings as it does
ure of strength and a clean, classic "board and for agricultural applications.
batten" appearance. Intermediate ribbing con-
iIl
Hu i rI I IiI'-
ii
h y,ili- r'Sr''':''''''"'"" toiR 'OT Bt MADE 4„,..,.)::;t iT
0 „., , y,,,,,,, , '
THIS CL iS POSIED ON THE JO'H'''''''''''''''
2.1 NOTRTE REQIilitil:P iind, INSPEC,TIONg."1
G E • M
i3ARFIELD.: 1 :',COUNTY,'COLORADO40Zo,ed Are P4 No ' L
8 AGRELRAENT
CAV;kierht: cf, .'. • (on,Lcr:H/1' RI:43 pcirmit, Ibe Fit heae,:n .!•, with
BIT ,;',' aud reggib!. • .:T li ::::;,,, • n :!:-.-., pi. kcrisiria„; cfm::in‘r:..p rcp?rrc... • !, ': ;. ,:: !" ,17Y , / -
ptopor. Si P,O,11,r : v1;6; 3t ]E' :::'' .-': ':..: a W. r9.1“i'lr, .i ,T . -
1416110 :f.' :‘. , l' tib Rip i%ed With fr: . F.1`.: 4: i-UL;,:[. ; L.:. ' r ',. , t::',-. Ar
r/ , 1 .: wt.:J tnr..c ; ; In o I the il t,•,„r„ v '';'':,d ,Sith.clro.r ierm R
tr b i:A 2!.. y:1150141,6 Ajt.
T f:4„,tr'di I •-,,,:,•
i J ,,, il: n eiKdr,h or Legai A ':' 1 eff,t_S__1-11 ilrj9,•2p,11 10...4,1-LS.„,„., 1.....airrli.ES:ivilfa•: .C: 1 i_i
1 ,
sco, .4,7.ks , •Trout Side Side
tbir, CQt :I :',..,tur,t, Be fhialzd So It Ih plainly vhijble From the Street Until Final h ;.„.„
1,7• • • ThIcrIMIC : RS1WWWIll•MAKMIK!‘ 41111PRARFA.: 17L/IloritWRICtOM1110 . 17VrA , V,IFMONWRATMLN441. 1 .1.1.EaMrPOMORTIMISIMIVal•alltVil, -vemegaannwrome
INSPI I REC01119
nn.... 1 .n.( , ,,, . , , ' .'" '
01 , 1 g 1 RoorQlyerutg
Elect iiie. FitIO (b)j 3L,U2 OE'1 FOOS' il 5ig r, ?'") N
ounFd& km L.,
I,.Flriiiibing-1.fildect
s Fir:111g Heating Ventiiwtion
k fl Fraztie Iusulatiou
Plunabihg-Rough .1 Disylvall 1
Electric -Rough
1(13y ST ATTi: inspecl or \e Ei ' 1 1k c),, I, Li_
ALL LISTED l'EEMS FAUST BE INSPECIED AND AP2M)VED BRFORE COVERING —
IVIATIIER INTEREOR ()R ExmilloR, UNDERGROUND OR ABOVE GROUND
a.....1 r4";‘-)1177'
7111.9 PtItttilT gi„; NOT TRANS1FERABLE
bone 945 109 81li Si reet, County Courthouse, Glenwood SINlugs, CAA O..
APP . OV E D ix) NIIT DESMOY IBIS CARD
4)ard„„aDri:e t;';3: . By (4 4
11 PLACED OtITS1DE - COVER Willi CLEAR Ri.,ASTIC.
F
N: 1`y
CERTIFICATE OF- OCCUPANOY
2 5 BUILDING DEPARTMENT
GARFIELD COUNTY, COLORADO
1 mse n the r of occn
made aleJbuildingNodshallbenoecc. O2) c'ert renm r '' Ixsued Without Fee
of Occupancy Sec. 5112)
i
NovemberX15 19 93
Permission is herehy grunted to Ly Ia C. T &vein¢4
Building Permit No.
4B16 Zone District__
a.
1007 Coen C}_Ro0_2Carbondale LoI Blk. Additionr
for
aced M
d 1
1 larn /B[ablaforthefollowingPurpose stele Nature ITfeal =
Contractor_ PeLYt1111er
i f C os t rOccupancy s Il the t a- In I f
1 4 l P ft . J other d f the l sd t GARFIE U T UI E¢o6PARY
lie,i1 of this le or fot - Ln.mtes Of the JUdsddmn.h ll nol iw val'd B
UDC Sec. 30](x1).
Y
White: Ownnr Green: Lending Agency Yellow. Bolding Oaparlmenl PinklPink Assessor: 9Id Conlrenlnr
sir \W...+u