HomeMy WebLinkAbout1658 15 _1658 1
GARFIELD COUNTY BUILDING AND SANITATfON DEPARTMENT
2014 Blake Avenue
Glenwood Springs, Colorado 81801
Phone (303) 945-8241
Job Address 1022 County Road 294 - 4, mi. E. of Riflm.Ctty limits
Nature of Work - Building Permit
Use of Building. Church
Owner Congregation of ijehovah's Witnesses
Contractor Owner
Amount of Permit: $ 565.00 Date: April 16, 19111
• I SDI Toni 1. Shar►vorar!
CLERK
BUILDING PERMIT APPLICATION
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
Garfield County, Colorado, April 1 3 . 19 fll
Owner: Congregation of Jehovah's Witnesses
Contractor or Builder: Same as above
Location: mile East of Rifle city_i mits -- tO C& -q
Purpose for which building is to be used: religious meetings
Size of Lot: 26 wide x 330' deep —
Distance of building from property line at
Front: 25
Rear: 174• t Left Side: 75'+ Right Side:_.'
Distance from nearest building: 100, Number of stories: 1
Source of water supply: Ci ty of Ri fl e Number of rooms: 7
Type of sewage disposal: se tic & eech f' e d Type of foundation: __oncrete
Width of building: 86 Material in outside walls: 2x4 on 16" c. w/ R -13
Length of building: 62' Exterior finish: slump block veneer
Height of walls:
8' Type of roof: shake (cedar)
Floor space in square feet: _ 100 -
Estimated value: $ 160,000 -
Date construction will begin: April 6, 1981 Date of completion: April 26, 1981
Permit charge: $ .? 7 7- C^ C
Plan check fee: $ / 2' Or 0
TOTAL: $ 's G C
And I /We hereby agree to build strictly to the terms of the above description, and also to clear the grounds and
adjacent street or streets of all rubbish and debris caused by the construction of said building.
- 1110
Respectfully, -,-
Donald L. Russell Chairman of Building Comm. LI-
The County Commissioners hereby grant the above permit as per terms therein stated. This . / `3 day of
1 tite 19 r '
/1 -t'
BUILDING OFFICIAL
{
o CALCULAT F R W ALL �,
1 LINE ! TABLE W -1 WALL AREAS SQ. FT.
1. GROSS WALL AREA (Ao) -2 S / L
2. WINDOW AREA (A rio,L,
3. DOOR AREA (Ad) -3 v
4.: OTHER (SPECIFY) TABLE W -4
5. OTHER (SPECIFY) FRAMING AND CAVITY RATIO
6. OPAQUE WALL AREA (Aop)
LINE 1. - SUM 2 THRU 5 2 - #=s7 4 STUD FRAMING CAVITY
7.4 FRAMING AREA (Afr) SPACING RATIO RATIO
LINE 6. X TABLE W -4 4 /_ 2, U � 1 »' .22 .78
8.i CAVITY AREA (A 16" .20 .80
1 LINE 6. X TABLE W -4 / $ j (),32- 24" .15 .85
TABLE W- OPAQUE WALL CALCULATIONS FRAMING AND CAVITY
SOURCE OF WALL
THERMAL MATERIALS WINTER HEATING R VALUES
RESISTANCE CAVITY FRAMING OTHER
9. OUTSIDE AIR FILM _ ,E, ,,/7
10. EXTERIOR FINISH y c . : 0.'7 0,5'
11. OUTSIDE SHEATHING ly, „ / I. 7 /,
12. FRAMING 2 x << La -- ��¢ 3 i S`
13. CAVITY INSULATION // -
14. ACE
C 15. INTERIOR FINISH S`, c.), - 6
16. INSIDE AIR FILM a c.
17. OTHER (SPECIFY) ---
18. OTHER (SPECIFY)
19. TOTAL RESISTANCE (Rt)
SUM Or LINES 9 THRU - 19 /45 7, sj
O. Ufr FRAMING , /23.--7
1 /Rt (FRAMING COLUMN) . .
. Ud AVITY O UG 8 [�
1 /Rt (CAVITY COLUMN) 1
22. U (OTHER) I><,
1 /Rt (OTHER COLUMN)
TABLE W- SUMMATION OF TRANSMISSION VALUES FOR WALL
SOURCE U -VALUE FROM LINE AREA FROM LINE U -VALUE X •
FRAMING c2/2 s / LINE 0. -G y,o $ IrealAralinlaMt. , 3 `f'
CAVITY ?..,`L,SC2 =M EM 5 .�z ininSallin, 7'/S4'
OTHER _ 111121 SPtll. ali
4INDSWS c2 9` 9 R v, (a MESA= - - . 3 I
DOORS Ot $ /, R So WWI NM 3 Co , 3 0 0
TOTAL � . A. = IMES SUM U X A =z._6 S, & 7?
SUM OF (U- VALUES X CORRESPONDING AREAS) _ a )O7 c
U WALL = GROSS WALL AREA (A /
i
U CALCULATION FOR ROOF /CEILING
12/_ ,f,, i._.
LINE TABLE R -1 ROOF /CEILING AREAS SQ. FT,
1. GROSS ROOF AREA _
( 2. SKYLIGHT AREA _
3. ROOF VFNT ARFA -_
4. OTHER (SPECIFY) _____
5. NET (OPAQUE) ROOF AREA _ TABLE R -4 FRAMING AND CAVITY RATIO
LINE 1 - SUM 2 THRU 4 `' FRAME FRAMING CAVITY
6. FRAMING AREA (Af ,SPACING RATIO RATIO
IINF 5 X TARIF R -4 2 2. 1 17" 0.13 0.87 _
7. CAVITY AREA (AD) 16" 0.10 0.90
IINF 5 X TARIF R -4 3 5-2 3) c-r24" 0.06 1 0.94
TABLE R -2 OPAQUE ROOF /CEILING CALCULATIONS
SOURCE OF ' 1 ROOF /CEILING HEATING
THERMAL MATERIALS , WINTER R- VALUES
RESISTANCE FRAMING CAVITY
8. OUTSIDE AIR FILM - e 117 C
9. EXTERIOR FINISH - .._
10. OUTSIDE SHEATHING -
11. R. "a 2 ,.: 6;.9 1S
12. INSOIATION - e o
13. CAVITY AIR SPACE
___
14. INTERIOR FINISH 5./,, °•C(.0 J•3 s-
15. INSIDE AIR FII M
16. OTHER (SPECIFY)
17. OTHER (SPECIFY)
18. TOTAL RESISTANCE (Rt) . _ z� y�, J j c �
SUM (FRAMING)
LINES 8 THRU 17 ._, - --
19. Ufr (FRAMING) Q,/a/7
1 /Rt (FRAMING COLUMN)
20. Uo (CAVITY) y_ i._ Ug�y-
/
1 R CAVITY COLUMN I _ -.,
/ _
TARI F R -3 SUMMATION OF TRANSIM SSTON VAl UFS FOR ROOF /' FTI TNG
SOURCE U -VAI IIE FROM 1 INF ARFA . FROM 1 INF 1 tl -VAI IIF X A_
FRAMING O• /z /7 I INF 19. zag/ I INF 6. 2--77V7&
CAVITY - 0, c)?/ 7 LINE 20. 3r - t?S - LI NE 7. / /J. 9 7 47
SKYLIGHT .--- 1/R LINE 2.
ROOF VENT ,- ' 1/R --- LINE 3. --- .
OTHER
1/R LINE 4.
OTHER ..- -- 1/R - LINE 5.
TO [AL A = 3 g o/L SUM U X A = /; /. 7t1& '"
U0 ROOF /CEILING = SUM OF (U- VALUES X CORRESPONDING AREAS) = 0,0373
ti GROSS ROOF/ EILING AREA (An).
„
/ 1? Jir
1
3 '
2 ( 2 ) /
0 0
c / 0
/
Y Y C.)/ 7 a 1 4 ,
/4p t
- -)
•
+ it
t F {a 4
gra ilk
ie "+
414W So
Lincoln DeVore
1000 West Fillmore St.
C. Dorado Springs, Colorado 80907
(203) 632 -3593
H )rne Of lice March 25, 1981
Mr. Jerry Baysinger
515 W. 2nd
Rifle, CO 81650
Re: File No 38190 -GS
Visual Inspection
Rifle` Congregation of Jehovah's Witnesses
1094 294 Road
Colorado
Dear Mr. Baysinger:
Personnel of this Laboratory have inspected the foundation
excavation at the above referenced site to determine subsur-
face soil conditions. Recommendations for this site are
shown below.
Soil Classification: Soils on this site were found to consist
of very silty, sandy gravel. This material was in a moderate
density condition.
Man -Made Fill: None - -all soils are native to the site.
Expansion Potential: Moderate - -an expansion pressure of 620 psf
with 2.4% volume change and 15.1% moisture increase was deter-
mined by laboratory test.
Foundation Type Recommended: Foundations for this structure
should consist of continuous foundations beneath bearing walls
and isolated spread footings beneath columns. These foundations
may be proportioned on the basis of a maximum allowable bearing
capacity of 3000 psf. A minimum dead load pressure of 600 psf
should be maintained at all times. The bottoms of all founda-
tions should be placed a minimum of .O eet below finished
exterior grade, or as dictated by local building codes, for
frost protection.
602 East 8th Street P.O. Box 1427 86 Rosemont Plaza P.O. Box 1882 P.0- Box 1643
Pueblo Colo 81001 Glenwood Springs, Colo 81601 Montrose, Colo 81401 Grand Junction, Colo 81501 Rock Springs, Wye 82901
(303) 546 -1150 (303) 9456020 (303) 249 -7838 (303) 242 -8968 (307) 382 -2649
Coi OACTE'D
COMPACT 2 N"r. viz- ° /..:.;27 [jnc FALL - / NAYIV6 CAlerH
p . / BAC.c F JLL
Poly Ern LEAI& F op ro wnLl. \
//// \ t CA¢¢Y B6NEATN Oe A1N AS SIIOeJU : � _ � / A Float �\ \
/,// \\ \ \\\ ` F LTEC /// \ ' SA T D / \ \\
F se
WALL GZAJPL /1/77/ , , GQAVe // \
FLOOR /// - :'1'± CenacrOe :-::-\.: _ _ 6°Ave Lroc W// \ \ , F AV¢IC ALL
/ /// / � __ m w' / - -_ , � / i \ \ \ `� CI RAVEL
•/ / , o.. oo g _/ /�. G OLLECTOK
/ r or,.q FLOOC J - / / IpO�
% , 9 / / // /, ° e°° F._ }/ e ° eo ,// Dooms
/ / ono 0pa _ e i
beeb p N.4 S' wAVFMI c MrN. ♦J °AWAY oO IN. MrN. 4 5 ° A Ve b , o _ 1 1 WALL 4 _. 45 0 . . d Mr e
WALL Demi ✓IL16 A o '._ r0 f _ N 5 ream WALL. DEFT)! _
ACO{WD gWLO /NG - DCOTN VA2iES 7 ,..or ' a YACIGS ACOVNO
34 A eo ✓...o EVILO.u .4 L SV.LO N 3,4 oK L "Pn«'.
MIM.2 ". 1 . ' 4 Mt. . u
P,44
PrnO to PIPE
SPREAD FoornN6 TYPE GIeADC SSAM TVPE F 1/4.rcc FAB.eic AirarfArr
//� FILTLC FRBCIL MAY SE Anly TYPE,
/ 3144 )L.A2 To CE LAUESE Co 4.0. MI¢AF) 140.
/WS LL
/ / /// FLOOZ Q
• O o o e o P o- 0 b O (',.
o O 0 b p 0 0 p o O°
Al/N. 0.T ° AWAY 45 c, op - °O 3 4 ° PeEpQ
F.QO H WALL.
[+f,DE
DEPTH YA¢15S � i r (�
A o ourcer. N
20VMD QV/LOrM4 POLYLTH LGn/E A ;LAI - AgAv(.
MIN. 2 F TEe FA017.2c, $ SELOLU 0rA,N.
UNDE1Z -5 LAB, 1Nrwle T
NOTES: .
.Size of perforated pipe sand filter varies wi:ii amount of seepage expected. 4" diameter is
most common.
.Gravel size depends on size of pipe perforations: 85% gravel> 2 x diameter of perforation.
.Sand filter must depend on native sail and ...ust follow the Terza:;hi- Vicksburg Criteria:
1) 15% filter _ 4+ 2) 15; filte _< 3) 50% filter
15% base 85% base 50% base = 12 to 58
This is required for stability and length of filter life. The sand filter may be replaced
with an approved filter fabric.
.All pipe to be perforated VCPP, PVC or ranjehcrg.
.4" flexible pipe may be used to Berth of 4, feet, but must be carefully graded. 3" flexible
pipe may be used to a depth of 7 feet and sh';_,ld be carefully graded.
.Rigid pipe only to be used below a depth of 7 feet below ground surface.
.All pipe to be laid at a .minimum grade of 1. -, around building foundations.
. Outfall to be free, gravity outfa'1 all possible. Use sus -p and pump only if no
gravity outfall exists.
.Conditions can vary considerably, each cite may be variable as to quality of sand or
gravel required. All sires s'' .cuId be '-.srected to determi r.e the amount and quality of
sand filter required, unless a _.1ter fabric installation i s used as shown.
I
TYPICAL S_.CT1C. :IS
••.. LINCOLN COLORADO: COLORADO SPRINGS,
� ® evORE PUEBLO, GLENWOOD SPRINGS,
PERIMETER DRAIN E: FRENCH DAL:
L ENGINEERS• GRAND JUNCTION,MONTROSE,
1( GEOLOGISTS WYOMING: ROCK SPRINGS
—
Co AI PACT£D
CO M PA Cr D N/1 r.v = LA,trn BnC<F,i_.. - / NATNL Ea2rH
/ , &Acc
°
/ //\ \/ \ /
4 \\ \\ /
// \ \ P o Ls/ \ \\ 6TN LENS F LH - oP To WALL // \ \ \ \
/// t Cn¢lZY SENEArt DRAIN AS SHOWN.
r // ✓ \ \ \
/ � % \ \\ 5A JD / h • SAno / \
//// \\ a G F LrE2 /// \ ' rILreC / \ \\
ZAJrL
Float // ,."--37:4!? ::___. � Lr -ccro¢ j/ ' -7:1'.77.±. \ _ coLL cc roc / / \ \ FIL rEe,
_ /// _ _ .. -- \ FA BC,G
/ / - _ " m _ .• / / / /// // _ p ,/ / O � _ WALL _ ♦/ / /Od^ \
Co LLEG rota
/F9o,' IN / o oe < _._ FL } / ai cJC_ Floor
/ / /�/ eC \ � / , T
/ � p oec' /i
/ // 0".. 0o 'IO
CI // /Deno O
ep
n
• M,N, 4S�AU'AY O ° _ - p
Nr
McN.4T Y .4 yyy M, N. AS ° AvwY O Y,
A
p.: _ Pear, WALL 45 a5 . •.'
WALL. D61TM ✓KIO _ -H OCPTN yA iN
VARIES ACOU
FLO/d WALL. DEPPN __
ACO .'N
LWD B✓,LeML, - .-s �` ND • �'
M,N.7,••. A reD Doumw6. // L 0-4.41.2." 3,4 3,4 o L " F o r.
3,4 e<e''ne� 1� G"PE4c, B ✓/ PrN4. HeN.L
5PJLEAD FOOT /NA TYPL GleADIC 0e AM 7 F /LTEa FAS.cIC Ayr`aNars
1 /4, PILTte PAWL HAY BE ANy TYPE,
/ /// 31H16 L AR. To Cs MSSS Cote, M /4AF/ /40.
/ FLOO2
/ /// 4 canna -- a• O e °
O p 4 O p p o r V o
14/N. 4S AWAY 4S o • o 3„ e 4' , PCC F
F a
Je QOH WALL. o . T P,PE-
' •P f U =H
DEPTH VARIES /
To o✓rce
A20UND B✓rLOCN4 PoLYErn v LEW S r/LN - ABo✓!.
MPI. 211. FILTER P46CrL Q 8ELOtu DrA1N.
UNDE1Z - SLAB, 1Nrr.eIO2 Tin
NOTES:
.Size of perforated pine sand filter varies with amount of seepage expected. 4" diameter is
most common.
.Gravel size depends on size of ripe perforations: 855' gravel> 2 x diameter of perforation.
.Sand filter must depend on native soil and mus:. follow the Terza:ghi- Vicksburg Criteria:
1) 15% filter _ 4+ 2) 151 filter 3) 50% filter
15% base 85-, base z 50% base ,_ 12 to 58
This is required for stability and len:,th c_ :liter life. The sand filter may be replaced
with an approved filter fabric.
.A11 pipe to be perforated VCP, PVC or a;;e'burg.
ra
.4" flexible pipe may be used to dent'^ of 1;:; feet, but must be carefully graded. 3" flexiblc
pipe may be used to a depth of 7 feet and should be carefully ;r,raded.
.Rigid pipe only to be used below a depth al"( feet below ground surface.
.All pipe to be laid at a minimum ; 'ra:e of 1. around building foundations.
.Outfall to be free, gravity o'.:ta_1 .f at all possible. Use sump and pump only if no
gravity outfall exists.
.Conditions can vary consi.Jera::ir, _.., each may be variable as to quality of sand or
gravel required. All sites should be :usrecLe - 1 to determine the amount and quality of
sand filter required, unless a ___'ier fabric installation is used as shown.
TYPICAL SECTIONS 4 LINCOLN COLORADO: COLORADO SPRINGS, Y
oevORE PUEBLO, GLENW00D SPRINGS,
PERIMETER DRAIN & FRENCH DRA11 ENGINEERS GRAND JUNCTION , MONTROSE,
_.___ GEOLOG19TS WYOMING: ROCK SPRINGS ---- -,
,
•
Moffat County `- City of Craig
Phone 824 -6538
5BuilcIing £epa 'ztment
300 West Fourth St. Craig City Hall CRAIG, COLORADO 81625
April 2, 1981
Building Inspector
Garfield County Building Department
Dear Sir;
The Kingdom Hall built a church in Craig last fall. The cooperation that we
received from them was outstanding. They will meet or exceed any codes that
you require of them and they want the inspector to watch everything they do.
If they build in your area you will find their people as competent craftsmen.
If you want or need any information from my office please feel free to call.
Sincerely,
42
David Dean
Chief Building Inspector
DD /ca
j
i
' r j` 1212 C ERTIFICATE OF OCCUPANCY
BUILDING DEPARTMENT
GARFIELD COUNTY, COLORADO 111
Issued Without Fee
July 29 1984
Permission is hereby granted to ___Congrraegot1nn of .Tnhnnrh rrLWitnasgss
Building Permit No. 149R Zone District f
1
.
situated. at 1022 rr,nnty Road 294 Aff7ea, rn Lot ___.Bik. Addition
for the following purpose r4npdna®pw7 1 -- r7 c�' wa r7x aef•in
IState Nature of Use) p a � wkrasway
Contractor Owner
TAKE NOTICE White: Owner
No change shall he made in Green: Lending Agency
the use of this building with- Gold: Contractor GARFIELD COUNTY BUILDING DEPARTMENT .
out prior Rake and Canal' Yellow: Building Department
ate from the Building Official. Pink. Almoner By ! ' - 1
n r
---
STATF OF Colorado
oake of esolding Official
Date
.- REQUEST FOR INSPECTION
Perrnit No_ 1 19 5-17
Name
Underground CI
. GARFIELD COUNTY .
• • - ) .
, STATE OF Colorado
• , Office of Building Official
.
4 .... ... REQUEST FOR 1NSPeCTION L.-------
Date Permit No.-----
Time Lc - • -.
Received .afilaRP • District No.
Job Address Locality
• i 'I I
Owner's
Narne -... 4111111 r' I . a Contractor
BUILDING _.... • LASTERI .6 ELECTRICAL PLUMBING HEATING
Foun•ation.. ..... WS- VVire .— 0 Rough Wiring .0 Rough 0 Rough ............ CI
Chimney 0 Lath .0 Finish Wiring 0 Final 0 Final
Framing ............ 0 Scratch—.-----0 Fixtures ...... .... Sewers 0 Water Heater.. 0
Einal ................. 0 e•own 0 Motors_ Gas .
Footings 0 Finish._..... ...0 Cesspool o
Weatherprf O Wallboard -------- 0 Underground 0
Insulation 0 Tue. READY FOR INSPECTION
Mon. s. ,. ,Wed. Thurs.
7/ /rj-
Inspection Made---,---7.---------
Inspector
roam 300.1
GARFIELD COUNTY
. _ STATE OF Colorado
Office of Building O
REQUEST FOR 1NSPgCTION
Permit No.
Date +'
P� District No.
Time /l - . /t/
Received 7(
_ - -- — L calltY
Job Ado reii i
Owner's ,1 d p , .-r� _Contractor— HEATING
c ELECTRICAL PLUMB_ I
BUILDING PLASTERING ❑
❑ Bough WirIDg Rough ❑ Rough ❑
Ch imney on- .. -.._0 Lath ❑ Finish WI( " ng. -❑ Final 0 Final ❑
Chimney ❑ 0 Fixtures • ❑ Sewers Water Heater -.
raming Soatcb 0 Gas ❑
F . -.❑ nnotor�
1 - -.. --.-- -. ❑ Fin hh __ - _ _ -_- Cesspool ❑
o
wea thers ❑ Wallbo 0 Underground'
Insulatin ❑ READY FO
CI Wallboard
Innulat�on FOR INSPECTION Fri. ' --- P.M.
Tues. Wed. Thurs. Mon. Tues / Lk 2 v .: :
Inspection �•ade. —T
Inspector __
oot
) ,Y
o V
/ e uF <:.1
�` • RLOUi_ST 1tJi3 lNS ?I -C11� N . n No_ __
7// / J 2/ f
T ,nc
Saw
_ _... - — - t _oa >. my
9 1 c> c t ,�' ' - - IiCAT FILMING I
VI CI.q ICAL FIUItBING - -_. - - r vh . -. _ . . -. -. -
�� p L
1 �
PLC.STt PING B F , � . - L]
'WILDING r v � „ ' - -- ` - 'i
• 17
Ct c _.- Sc n l - - . -...❑ G
, _. ___ --
.t .,, - ow _ .L7
�
F .1 . - r msh _ u Un ryl ound
a: - � �
yy Rigby FOR IraSYL CT r1'uR•
lat�on / /f /j
Ac -- - --
____
.
.• i i 1 tr ARFIELD COUNTY R
, • , . r
i iji i t. i ' STATE pf) Col orado
. F v--------- Office of Building Official --rele V
1 •
Date 4-- i REQUEST FOR INSPECTION
A —2S Permit No. 6 cT
verndived_VV*-3-o--(--te •
Acyclas,19,14— 4r/11 . .c9 ,
Job (Wren ocallt
. \ 1
Owner's
Name _ _ e • Aa j 5Z v..0 . Contractor
dit NI LOIN 1 P STERING ELECTRICAL Cr HEATIN
ro ....... 0 Wire._ 0 Rough Wiring .0 Roug „IA Flo 0
- -Chimney ........... 0 Lath .........-.......0 Finish Wiring..0 Final Final ' ,IL
rating
• 0 Scratch. .0 FiXtUrti 0 Sewers water Heeler.. 0
:nal .............. . Brown...--....0 Motors.
0 Gas 0
Oal nom 0 rimsh._ ..... ...0 Cesspool 0
eatherprf 0 wallboard 0
,
Underground 0
i nsulation 0 READY FOR INSPECTION A.M.
Tuys. i Wed. Thurs. Fri. P.M.
Inspection Marffe-- l' , C9 0 ,.., .
Inspector / 4 --"—
• 011w4 300.1
Aitspeetioul - Pecotcd 658
POST THIS CARD AT OR NEAR FRONT OF BUILDING
N4 1658
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
2014 Blake Avenue
Glenwood Springs, Colorado 81601
Phone (303) 945 -8241
Job Address
1022 County Road) 29r - -':. r -io E or Rifle City limits
Nature of Work Building Permit
Use of Building, Church
Owner Congregation of Jehovah's Witnesses
•
Contractor Owner
Amount of Permit: $ 565 Date: April 16, 1981
Toni L. Sherwood
CLERK
NOTE: ALL CHECKS MUST BE MADE PAYABLE TO GARFIELD COUNTY TREASURER
Inspector must sign all spaces pertaining to this job
INSPECTION I DATE I INSPECTOR
Foundations
Setback ��
Trench ._e7r_�'I1r�l• `V - 7 1 _ 0IC
Reinforcing
Foundation . I • — 6
Weatherproofing
Pour no concrete until above has been signed
Concrete Slab Floor
Electrical (Groundwork)
Plumbing (Groundwork) 4— 13
Gas Piping (Groundwork)
Do not pour floor until above has been signed
Rough Electrical
Rough Plumbing
Rough Gas Piping
Rough Heating and Ventilation
(Above must be signed prior to framing inspection)
Insulation
Framing
Cover no work until above has been signed
Lath and Plaster (Interior)
Lath
Scratch Coat
Brown Coat
Finish Coat
Wallboard
Lath and Plaster (Exterior)
Lath _
Scratch Coat
Brown Coat
Finish Coat
Miscellaneous
Roofing
Sewer
Refrigeration
Electrical Underground
Final
Electrical Fixtures
Plumbing Fixtures
Gas Piping
Heating and Ventilation
FORM 300.2 Job Completed . /- L7 /64 / .