HomeMy WebLinkAbout9700 W. 38th AvenueCity of Wheat Ridge
Memorandum
TO: Accounting Department
FROM: Melissa Mackey, Building Division � �'( k'
DATE: October 2 2014
Reason: Contractor requested that permit be cancelled at 9700 W. 38 Ave.,
Permit #20140091 Homeowner had cancelled work.
Please refund: Contractors License$ (
Total* $400.00
TO. Solar City
490 E. 76 Ave,
Denver, CO 80229-6214
A.
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201400030
CDB009719
01/06/14
RSOL
400.00 -
201400152
CDA009549
02103114
RSOL
' 400.00-
201400279
CDB009975
03/09/24
RSOL
400 „00«
201400523
CDA009860
04/25/14
RSOL
400.00..
201400771
CDA010037
06/03/14
"OL
900.00
201400911
CDA010137
07/0 1/14
RSOL
400.00»
TOTAL 2,400.00-
GL Posting Summary
01-101 BPS PERMIT PAYMENTS 2,400.00- 0.00
01-510-00-516 BPS PERMIT PAYMENTS 0.00 2,400.00
TOTAL 2,400»00- 2,400,00
City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.2352855 F: 303.237.8929
September 1 6 t1, , 2014
Zachary Houston
9700 W. 38th Ave.
This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge
Building Division and plans and/or other documents were required was recently completed and approved. In
are scheduled for disposal.
T olf Inay AM e nollyrrs IT u am. an J:JU P.nI I on ay iroug
at the Building Division offices located at 7500 W. 29 Avenue in Wheat Ridge.
Emm
John C. Schumacher, Jr., CBO
Chief Building Official
7500 W 29th Avenue
Wheat Ridge, Colorado 80033
OfficePhone: 303-235-2853
Fax: 303-234-2857
wwwci.wheatridae r .
City of
Office: 303- 235 -2355 * Fax: 363 -'237 -8929
Inspection Line 303 -234 -5933
Building er it Application
+
please (303) 856-8268
Installation of id_ti d PV system, flush mounted roof.
6.12 KW
Sq. FULF Stu`s !Gallons
Amps Squares Other
Version #37.2
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INSTALLATION ORDER
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E t
LOCATE RAFTER, MARK HOLE
I
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Adnon Najern
HOLE.
gling
MOON sym
Mount Type CL--L-L--L----L-L-LLLLLLLLLL-LLLLLLLLLLLLLLLLLLLLLLLLLL'--
9700 W 38TH AVE
612 KW PV ARRAY
INSERT FLASHING.
-- — ----
PLACE MOUN�.
-P991PL-
INSTALL LAG BOLT WITH
NA.%ER.
MEAT RIDGE, CO 80033
STAMPED & SIGNED
FOR STRUCTURAL ONLY
j "-IDE VIEW OF MP2 NTs
i
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HOUSTON, ZACHARY
HOUSTON RESIDENCE
Adnon Najern
MOON sym
Mount Type CL--L-L--L----L-L-LLLLLLLLLL-LLLLLLLLLLLLLLLLLLLLLLLLLL'--
9700 W 38TH AVE
612 KW PV ARRAY
-- — ----
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MEAT RIDGE, CO 80033
W SOLAR # CS6P-255PX
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INV 1
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INV 2
(1 djN t", t 3DA, Duty (DG)
IWNm2 - (I IIt Kit; r EMT
IWN -2, Mack TAPE WIRE IN RED T
Vbc; 37.4 Vprrm= 30.2
(�)
(I )Al 110, TNWM -2, Block ............
(I )AWG 110, 7H*4 -2, Red
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Vmp = 362.4 VDC
Ise - 9 A
Imp 8.43 ADC
(2 )AWG /itt. W Block
(1) AWG #10, Sail Bore EX
Voc* 532:73v
V p = 362.4 VDC
INV 3
IAN -2 trot VmP =240 VAC Imp: - N/A AAC
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`
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E 200A MAIN SERMCE PANEL
SalarCi #y
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E 20OA /P MAIN CIRCUIT BREAKER
(I) AWG 110, TH d -2, Block
(1)AWG 110, TH01 -Z. Red
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Vmp -- 362.4 V
I nverter r I I D
( ,✓ }
(2 ) 06 #10, PV
(1)A1 #10, So1ki e EGC
(E) WRING BRYANT
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40 NEMA 3R
(1 djN t", t 3DA, Duty (DG)
IWNm2 - (I IIt Kit; r EMT
IWN -2, Mack TAPE WIRE IN RED T
{ t }AWE BYO, TFItiAd -2, Block
( } (I )AWG 10, THM -2. Red
(�)
(I )Al 110, TNWM -2, Block ............
(I )AWG 110, 7H*4 -2, Red
Vac* = 53233VDC
Vmp = 362.4 VDC
Ise - 9 A
Imp 8.43 ADC
(2 )AWG /itt. W Block
(1) AWG #10, Sail Bore EX
Voc* 532:73v
V p = 362.4 VDC
Isc - 9 A
Imp= 8,43 A
IAN -2 trot VmP =240 VAC Imp: - N/A AAC
`-- (1) A% #10, THYN -2, Mite NEUTRAL V p 240 VAC IMP =23 ABC
`
(1)Ai( 110, -2, Grew EGG .
11Y4-2 EGC - (2) AWG 2/0, THM --2. Stock ( )
- (I) AWG #®, THWN -2 EGC /GEC ,—(I)Cmcluit Kit, 3/4' EMT
/
M I
(I) AWG 110, TH d -2, Block
(1)AWG 110, TH01 -Z. Red
Vac* = 532, 73VDC
Vmp -- 362.4 V
Isc = 9
Imp= 8.43 ACC
( ,✓ }
(2 ) 06 #10, PV
(1)A1 #10, So1ki e EGC
Vac* = 532.73
Vmp = Z4 C
36
Isc = 9 ADC
Imp= 8.43 ADC
(1)AWG 110, THWN -2, Grew EGC
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* WiNzes Zep So ar hardwwe ard'LIL. 1 , 1 iasted
Zep CornpatVe" rnoduies
* Interiock and grotw16ng dev€ces to systern UL
ksted to UL. 2703
* �nterlock and Ground Zep ET L. i ,sued to UL 1703
as - Groundir�g and Bond (no Systern,"
* Ground Zep UL and ETL i'Sted to UL 467 as
grormdinq device
* Pzvnled gaivanized vvateaproofflashmg
* Anodized components for corrosion rpsvance
* Appheabre tor vent spanrnng fummons
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us"no machine Screw
P�w. nnocti;e
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q DNI R,cn Hoie of Proper
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nue w�' h oof ing seaiant
p ip�v �
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�ayer ot shmgie
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t,.pon fiash:ng
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those installations producing between 5kW and 20kW.
all
InTinlyjrrg -
performance efficiencies of up to 97,1
The wide input voltage range makes the inverter suitable to low
power installations with reduced string size. This outdoor inverter
harshest environmental conditions.
hiputside(Ki
Number of independent MPPY Chi m,iris
2
AAAAMUM Usable Power for Each Chamer
W
4000
400D
AbsoluteMaidnamelmhA90"ork
V
6m
600
Story- Uptirrimilewstart)
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200 td7, 120.35ai
200 lad{. 120-350
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200
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Operating FORT Vintage R-90
V
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maximuns current illicuraid for both JAPPT in Parallel
A
36
16
maidnam, Usable Current per Channel
A
18
!d
Mommum Short Circuit Certain Limit per Channel
A
22
22
Number of Vans Landing Terminals Per Channel
2 Fla
2 Fear
AtraylMnsiglerim"atom
T evreinih Nock Priessute
Carer, AV CA-AWG4
OuWSW#tACf
Gda connection Type
101 Split 013W 1012"V
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Adjustabieskiftop Range tymm-11MAX)
V
38322E 211264 24
183.228 211.264 244
G Frequently
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to
60
Adjustable Wd Frequency Range
HZ
57-603
57-611.5
Maximum Current tion}
men
A-
27 Z3 20
30 28 24
Parywerwor
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Total Himpork, Distormin At Rated Power
%
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Corstratimary findt currit"t-
A
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Ciamp, AWGf AW(A
PMWIIM D"ko
input
Reverse Polarity Protection
Yes
SIM
over-liottagre Protection Type
slarteor, 2 for each channO
Vaintor, 2 for each Channel
Pre uanup Riso and sunamiS GFIX
Pre start-up Rise and dynamic GFD
Pit Array Ground Fault attention
(ReqWm5 Ho4fing Anays�
hlenuires Floafing Arioye
Output
Ant•ilanding Runnette"
Meet UL 114111H I S47 mqniremenl,
Meet Uf, 1' 74 1 AEE f 547 requeements
therovoluripi Protection Type
Vaostor, 2 �L' f i G,
Vcden)C 2 �U- L, 1 L G)
Maximme, AC OCPD Rating
A
35 30 25
40 35 30
Elki-ty
144rdinum Effidency
%
971
97i
CEC Effichurcy
%
96 %''!1 }5.5
x, 5
9d
Operating Perfiamnarro,
Stand-by Consumption
W_
`8
w.8
Night Free consumption
W.,
ok
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16 cht"arlers x 7
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Ramada, Monitoring nxRS445 mirt,)
At"e0RAUraVFA' SAL iopQ
World Local Monitoring (lxRS4ISindJ
PVIUS8 osptt, Por
Winners Local monitoring
PVi-NSK,'0P japQ whir, Prsli-RAMOMODULE €opQ
Envkomwnut
-13 t �140 �I 2See ' L60)
Amborm Air abortion; Temperature Range
3 to 140 to +60
with dergong arrive U, 50)
Ansident Air Storage Temperature Range
-40 to 1,76 f 40 to f BM
AO to 3 76 ("40 to , SJ' ,
Rerative Humidity
% Riq
C 100 corolersirs
0-100 condiooing
Atimsfic Noise Corydon Le"I
db A24CIrn
< 5
< 50
bUirmumhOmirating Altitude without rimming
fer")
651500
6560 f2000l
Eadasure rating
NEMAU
NEFIA 4X
cocinel
ltniraiCvnnecnor
Natuo&3 convectiol,
Dimensions (H x IN x D)
tr, linm!
4t4 x QS x ifri (W57
x 325x 218'
Wels!"
re*q)
<'%s (27,0)
< 59 5 6 270)
"Pingweight
in ;kgi
< 78 Cl5Al
< 78 (35*
Mounting System
Wait bracket
waii Wacker
tea
trade Sire Kos, ilea x ",2 ",
Trade Size Ko,n x 1 '
Comfort Connections
and ilea g 1 114�, 3 Placer Side, front, rea0
and ilea xI V4`,3;eacPshdejnrtjeArl
OC Switch Rathift(Por Comad)
Ain
251600
25 16
SAINTY
houlficas Learel
!Fioavnq Amyl
Tranefornteflm ftatiou Arrayl
L4L1741,CSA-C221t,1,107,"I,ULIggaUt.169",,
Safety And EMC Standard
FCC Pan 15 Class a
FCC Part 15 Ciass B
Safety Approval
ksk
XSA,
W—W* Y
standardwarismay
Years
10
10
Extended Warranty
Yeats
15 & 20
15&20
Ariallabho Aftimift
Standand - With DC Switch - Floating Array
PIA 5000-OUTDAYS
Pv1 irck'00WIDIUS
With OC Switch, Wring box and Arc fault Demilm,
K4 5(ko-OVID-US-A
PVI-600)DUTD�US-A
and interrupter
AWSUMIMEXIMMUMIAMIMMU
STALHEIM ENGINEERS
W
made on under my direct supervision, and that the placement and size of the
reinforcement was in accordance with the requirements ♦ the foundation design for the subject
property,
I hereby certify that an inspection of the grouted CMU cells to support the center steel beam at
the exterior south garage wall was made on Au
under my direct supervision, a
that the grouting ♦ the CMU cells was in accordance with the requirements of the foundation
design for the subject property. I
that the required reinforcement, if any, was placed in accordance with the requirements of the
foundation design for the subject property.
OW
David 0. Stalheim RE,
1033 South Clarkson Street, Colorado 80209
Ph, 303-217-6561 E-mail stalheim@%corn
INS PECTIO N ►
r
Ins
. d
Permit Number: 7 0.-
0 No one available for inspection: Time M
Re reNo
When coffections have been mads� codl for ro- tion t 303-234-5933
D �q L/ L/ — Insp
DO NOT REMOVE THIS NOTICE
No one available for inspection: Time AM/PM
Re-inspection required " M No
When corrections have been made, call for re-inspection t 303-234-5933
t
Date: Inspector:
Pj# 44�� (please print): /- AdVdY �90 5 Phone.
Address: 9 70C) �V -
City, State, Zi j
�ANCY.
Giles Houston
Mountain High Construction
Re: 9700 West 38"' Ave.
I am in the process of reviewing the addition proposed for 9700 West 38th Avenue and require the following
information to continue my review,
I Need drawings for the beating and plumbing systems proposed for the addition and where they tie into
existing systems or otherwise.
2 Provide drawings to show location of staircase and details showing how it is to be supported.
3 Provide the efficiency rating for the furnace and A/C unit. Provide the U- factors for all windows and
doors.
Once I receive this information I can continue with my plan review. If you have any questions feel free to
contact me.
www.d.wheatridge.coms
41
'D
Rev, 02t. 13
Property in the flood plain? If yes, add surveying condition FLD.
Maximum Lot Coverage: 4o — %
Existing Imp roverripts
Lot Coverage -- j %
Total Proposed sq. ft
Lot Coverage %
Type of project (applicable survey conditions in parenthesis):
IMEEM
Zach H ouston
9400 West 38
'Ibis letter serves as evidence of an Asbestos Bu M ater i als I nspection.
and Observed that your intendedrenovation
addition w
Based on these obsetvations, w w
involved in, the intended renovations,
attached Colorado Department of #
w w
M Plcm feel free to contact rae if #
. ictwt -al IMa nay €",
{ u e,
. '�U,
MJRWRGRPWM
based on the parameters provided by Alpine Truss-Brighton, CO.
Pages or sheets covered by this seat: 1 36321371 thru 1 36321372
My license renewal date for the state of Colorado is October 3l,2013,
Lumber design values are in accordance with ANSI/TPI I section 6.3
These truss designs rely on (umber values established by others.
Anril 25.201
Tingey, Palmer
The seat on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,
. per ANSI/TPI 1.
LOADING (psf)
SPACING
2-"
TCLL 30,0
platfol inuesse
11"
(Roof Snow-30,O)
L.1b. In..
115
TCOL, '
Rep SWm Ina
YES
BCL
2
Code IRC2009171`12007
LUMBER
d0c)
TOPCHORD
WSPF1650FI.SE
SOT CHORD
2`x4 SPF No
WEBS
20 HF Stud - Except'
-0,21
640e 2x4 SP NOL2
WEDGE
240
Left: 2x4 HF Stud, Right: 2x4 HF Stud
I
In
d0c)
Ildeft
Lid
407
1-11
>999
360
-0,21
1-11
>811
240
OD2
7
n/a
rVa
(LOS
7-8
>999
240
PLATES GRIP
MT20 1851144
RMINKM
m
Vileftift 123 to FT - 20%
Structural Wood Sheathing directly applied or 6-0-0 oc pofts,
ROd calling dwertly applied or 6-" 0C bra-9
I Row at midpt 6-10,2-10
that Stabilizers and ro4uked cross
`BE)1iCTIONS (Ibtsirl) 10-21UM41-8 tritim 0-"), 1-39W04-8 (min, 0-1-8), 7-48403-8
Max Korz I -"LC 7)
Max UpWt 10-4WLC 5), 1-131 (LC 7), 7-166(LC 8)
Mm Grav iO-2138(LC 1), 1 =493(LC 2), 7=572(LC 3)
ZE���
WARMNO - Ver4fy &"" pwumntear amd REW MWEN5 ONTRIS AND fff,'LW,8D AOTEK REFEREW.F PA06 01 74T3 BEFORE cm;
v did for me ordy with Mffek contwOm This deskin is bcsod o,* upon parameten shown, and is fof on indvicitmt bukkv component,
pkobMy of ate sgn pmomoten cod pop- 0-on-ah- of cmw—f is ren-nsk0y of buk*v dw4o- - not huss desoner &oc n
or iotmot suppod of h- web nvmbom one. Addy md temp m to wmffe siob4ty dudng comfruc6onb the mspomRAW of +,e
Aptil 25,2013
m
GiLES
Arse S}? 66 =
S�P4 i4
Plate Offsets (X,Y): [1:0-0-0,1-3.41,[1:0-1-6,Edgel,l3 0-3-0,0-4-81,f5 0-1-15,0-2. 0-0-0,1-3-41,17:0-4-14,0.0-2l,f1G 0-0-10,0-3-01,116:0-1-12,0-1-01
m
MR
m
LUMBER
TOP CHORD
2x(i SPF 165OF I
DOT CHORD
_h
WEBS
2x4 HF Stud *Ex_1
LOADING (Psf)
TCLL 300
6-10� 2x4 SPF NWo,
'SPACING 2-0-0
CSI
DEFL
In
irg)
11M
Ud I P LATES GRIP
(Roof Snow-30,O)
Plates Increase 1A5
TC 0,37
VergLL)
-0,08
1-12
>90
360 20 9 944
TOOL 10'0
Writer Increase 1,16
RC 0,44
Vert(TL)
422
1-12
>802
240
8CLL OV *
Rep Stress tacr YES
WB 0,62
Horz(TL)
0,02
7
n/a
rde
WIN Inn
Core IRC2009fTP12007
(Matrix)
Wod(LL)
OD 6
7-8
>999
240 Weight: 179 lb FT - 20%
LUMBER
TOP CHORD
2x(i SPF 165OF I
DOT CHORD
2X4 SPF NO2
WEBS
2x4 HF Stud *Ex_1
6-10� 2x4 SPF NWo,
0
Structural wood sheathing dirWty applied or 6-0-0 ric pudirm
d celling directly applied or 6-0-0 oc bracing,
I Row at nedpt 6-10,2-10
C h_S_S ---------------
bnxkV be instalked du" Ouse erection, to accordance vvft
OTHERS 2x4 HF Stud
WEDGE
,.eft: 2x4 HF Stud, Right 2x4 HF Stud
REACTIONS (tb/sIze) 10-213SM-U ( rrtln. 0-3-6),1-39W3-8 (nen, 0-1-8), 7-484XI-3-8 Ithim 0-1-8)
Max Horz 1-(LC 8)
Max Uplift 10-45t3(LC 5). 1-131(LC 7),7--IW(LC 8)
Max Grav 10-2138(LC 1), 1.493(LC 2), 7-572(LC 3)
FORCES (b) - Max. Comp,/Max, Ten, -A# forces 250 (lb) or toss except when shown.
TOP CHORD
"7-9W37,6-57-9W33,6
BOTCHORD 1-12-165/511,11-12-i65/5il,lO-ll-i65/5ll,9-10-1621737,8-9
7-8-1621737
WEBS 4-10-10975295, 6-10--14621438,6-8-W32,2-55--13541428, 1"5-13W428,
2-12-0*92
32���
ALFWKW, Verify s akz t ttt ar aadftk) AW)ISS CW r9)$;AM)00XUf41WWrZKRXFfiRRW8 F&Gfi 7J *1 BrWOREM1
Derign valid for use m4y with Wrok comwrctom Thk d it bowd or0y upon pm"etem Owwm and Lr for an hdv kkol to comp"nt,
Appkabft of design pctrarrmtem and pmW krcorpom%on of cxxnponent 4 regronvibilily of bu#dkV desoner - not truss degmw, Brocro Ou)wn to
is for taborer stop poO of tidiidod web members onty, Addifiond te"vorrvy bracing to knwe MateNty during constructor, k the responstbAlity of the
ervictor Addlkmal parnament bmckV of the overal shwhoe is rw rerponsbft of the b0drV ciWgrier, For generd g0dance regarcArg MiTek
ktbdcotkm (*Kgty contiot stor delvery, erection and bmevig, comuft ANUMn Qv^ CAletio, gilL," and SM 994ttert; Componml 7M Gmeirb" Lane, Suft 109
4aa eau from Tam F'rate WtUrr, 789 N. Lee Street, Suite 312, Akrxar4to, VA 22314�
1"_A.'A C4mHei",CA,9%10
ApOl 25,2013
,�
City of
�PrWheatR,Ldgc
CITY Or WHEAT RIDGE BUILDING AND INSPCCTION SERVICES DIVISION
7500 291h Me Wheat Ridge, CO 80033-8001 p, 303,2351855.f 301237A929
Proof of Submission for Permitting/Plan Review
A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for
the project type and be attached to the Building Permit Application at the time of submission.
Applications presented for submission without a completed Proof of Submission form from a required
agency will not be accepted or processed,
Project Address:
Name of Fin submitting documents: ZA l'\ 10-0-4"-
Signature of Firm Representative or Individual:
1, MICHUL E. QUEEN _am a duly authorized representative of the agency
indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary
for review and approval of the project indicated above.
• Wheat Ridge Sanitation District
• Clear Creek Sanitation District
• Frultdale Sanitation District
• Westridge Sanitation District
• Other
AgencyNotes WATER SERVICE IS AVAILABLE SUBJECT TO COMPLIANCE
WITH THE COMEANYS
SERVICE. SUBMITTAL OF THE ATTACHED
Signature:
Date:
(Atm�kv
City of
CITY OFWHEAT RIXE BUILDING AND INSPECT ION SERV It. ES DIVISION
7500 W 29(h Ave Wheat Ridge, CO 80033-9001 j e. 3103,235.2855, f 303,237,8929
Proof of Submission for Permitting/Plan Review
A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for
the project type and be attached to the Building Permit Application at the time of submission,
Applications presented for subrnission witi a corv�pl'ett:u' piod 0i Subrs;s i'i:m tfoim lr'�'om 4 iec
agency will not be accepted or processed.
Date:
Ptoject Address:
Signature of F Representative or lndividc! 1-
I
* Wheat Ridge Sanitation District
* Clear Creek Sanitation District
* Fruitdale Sanitation District
w Westridge S�nitation District
o Other
Agency Notes:
Y I f C'A C-1
"kiN I k2lt
Signature:
Date:
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
4611
2/19/97
Property Owner :
Property Address: 9700 38TH AVE Phone: 425-5819
Contractor License No. : 19011
Company : Dodge Roofing, Inc. Phone : 233 0692
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value :
$2,500.00
I hereby certi(y that the setback distances proposed by this permit application are accurate,
Pefmit Fe0 :
$75.50
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
plan Review Fee :
$0.00
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
US2 T8X :
$30.00
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED DATE
Total :
$105.50
Description : REROOF 16 SQ
BUILDING DEPARTMENT USE ONLY
Approval:
Zoning :
Plumbing License No :
Company :
Approval:
Approval:
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No :
Company:
Expiration Date :
Approval :
N`M
SIC : Sq. Ft. :
Mechanical License No :
Company:
Expiration Date : Expiration Date :
Approval : Approval :
(1) This permit was issuetl in accoMance with the provisions set forth in yopur application and is sub1'ect to the laws of the State of Colorado and [o ihe Zonin9 Re9ulations and Building Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the City.
.(2) This permit shall expire if (A) the work authorizetl is not commenced wM1hin sixly (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 720 days.
(3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount normally requiretl, provitled no changes have been orwill be made in the
original plans and specifrations antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (7) year, full fees shall be paitl for a new permit (4) No work of any manner shall be done thatwill change the natural Flow of water causing a dreinage problem.
(5) Cont2dor shall notiy the Building Inspector hvenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases of the job.
(6) The issuanc~pf a permit or the approval of drewings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions
of the buil lin@ code or any other ordinance, law, rule or regulation.
~ng Inspecto
Chi
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
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