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14 . 24 . 060 Location . (a) Setback . No part of a
swimming pool shall be constructE�d or installed within t1iree
feet of a side or rear lot line ,:)r within a public utility
easement .
( b ) Angle of Repose . No part of a swimming pool shall
be constructed or installed within the angle of repose of
the soil supporting a structure on the same or an adjacent
lot . The angle of repose shall be determined by the city
engineer . (Ora . 86 - 53 § 7 (Exhibit F §6 ) , 1986 )
14 . 24 . 070 Prote;tive enclosure--Reqular Pools . ( a ) A
person in charge of property on which a swimming pool is
situated shall maintain on the lot and completely surround -
ing the pool an enclOSUre consisting of a fence or wall not
less than four feet in height . The fence shall be construc-
ted so that it does not have openings , holes or gaps larger
than four.. inches in any dimension except for doors and
gates . If a picket fence is----use d the openings between the
pickets shall not exceed four inches :in width . A dwelling
house or accessory building may be used as part of the en-
closure . The enclosure shall be of a pattern and type so as
to discourage children from climbing , that is incapable of
being crawled under and that is sufficient to make the pool
inaccessible to small children . No enclosure shall be near-
er than thLee feet from the %Ater walls of a swimming pool .
(b ) All gates or doors opening through the enclosure
shall be equipped with a self-closing and self-latching
device installed at least forty inches above the ground or
base , designed and capable of keeping the door or gate
securely closed at all times when not in actual use ; except ,
t:iat the door of a dwelling occupied by human beings and
forming a part of the enclosure required need not be so
equipped . (Ord . 86-53 §7 (Exhibit F S5 ) , 1986 )
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- - _ __ _ ._ f i The swimming poo,s aid spas consist of one piece `.barg'ass construction shop 'urmed over a mold. The
MODEL -DEEP rSHALLOYr CAPACITYr
1
\ - material �s fiberglass reinforced p'ast�c ' ; inch thick, composed of a rox!ma!e' 40 percent fiberglass and 60
N0. LENG�H WIDTH END END � IN GAL. � • 9 � � � p0 pp y
m ! L ,•. - T , percent Iso thallc resin. A !ager 0f vin I ester resin I
•, 3 6 a 0" 7'- 0 3'-6" 13.700 P Y s sunder the surface gel coat. The surface finish !s a neo pentyl
N 37'- 5'- 3" 8'- 3" 3'-5' 20,000 �, ( glycol (NIP G.) gel coat. Viking Pools, Inc., produces various types of Swlrnmrn
'1 T `�"`, B 25'- v• � �'-t4'- ( � - ,, YPe g pools and spas. The overall poo!
2 0 6 UN DEP. 8,100 dimensions depths and CaPP-Cl! es are h
p sown 1n Table 1 , mini pools see Table II, and spas see Table III.
K 34'- ^" 'S'- 5" 8'- 3" I ' "
3 -5 � 16,000 (
I j - - ..--- The fiberglass has an average tensile strengt!, of 15,130 psi, ultimate compressive strength 23,400 psi and
-10' I a'- 6" UNI. r,--,EP 6,000 - � � , T
q �, flexural stren ,h of 21,700 PSI. he upper rtion t h
C - 4' �.. 0" 5'-1 '-4" 14.000
»1w»w 9 Pe Po 0 the O.S end spas IS constrained
Q i 3 I 731111111
Po p by a concrete bond beam.
MK 2T 10• ,4 - 7" 5' 10" 3 6` I 10,000 ' Some pools and all spas can be placed nineteen-and-one-hall (19'2) inches above ground as shown In
Y BL 40'- G' 11'•11• 4'- 6" ' UNI. DEP. 13,200 Table IV. Vertical supports cons sten of 1 Inch b V 2 inches wood member integrated In the fiberglass reinforced
j I Sf ., - .�s 9 J
I C, x �Fs«.•• - os P II p feet six inch 4'6 1 intervals r required. g cec�
1• I B r 25'- 7" 12'. 0 6'- 0 3'-6" 9, 00
I ` �+ s ° plastic application process it lour f "
r GP 33'- ( a s a e equ ed. The spas do not require the vertical
0 15- 0 6 - 0 3 -6 1480 I
• 0 SHASTA CLEARLAKE supports. These pools and spas !n Table IV do not require concrete or wood decking. FI 2.
o $ { a. 0" 11 -11 5'- 0 3'-6" 6,, 00 q 9 9
S° 20'- 0" 11'- 0a 5'- 0" 3' 0" x,000 _ All pll,mbrng and electrica! work must comply with the code currently in effect at the construction site.
! SL 39'- 0" � UNI DEP 6,500 ell
The poo' or spa excavat!onT- 6 4'- �" \ s to be performed to permit excavation profile to coincide to the contours of the
TA _ pool. The overexcavat!on 'IS approximately 6 Inches on the sides and 12 Inches on the ends. At the deep end, the
BLE NO. II MINI POOLS . I w!d!h of the pool is overexca�a.ed from 8 to 24 inches .n order that the first portion of the backfill may be manually
_ l CAPACITY "�- �=-=-- _=- ad;usted for tha initial 12 Inches of backfill. The overexcavahon of the bottom of the pool varies from approximate)
SERIES LENGTH KODTH DEPTH IN GALLONS #43 to 6 inches, depending c,l soi' type. The backfill for the bottom of the pool or spa Is accomplished by spreading
kip 14'• 6' 9'-6' 4'-0• 2.500 X4...0,. a layer of bedding sand. Compaction of the sand layer !s by means of manual tamper and water.
MFF 14'• 0- 8'-6' 4'-0' 2,100 `J `-1 SETTING OF THE POOL
• —' ! '�
16% 0' 8 5' 4'-C' 2.200 s,,..., _ .As s..... - ss The pool is delivered 10 the pool site. A hydraulic crane IS present to pick up the pool and lower It carefully
I
Y7K 16'• 0' 9'-3" 4+-0' 2,300
.— — - -- --
ASP 15'• 0' 8'-6" 4'-6" 2.!00 Into the excavation. Mini poo'S and spas are usually manhandled Into place.
SAP 2". 019*-6"9'-6" 4'-0" 2,800 LEVELLING THE POOL
. HL 22'- 0" 7-6" 4'-0'
• — 3,500
_ The qualified pool Insta'
lers then check the level of the pool and its fit with the excavation by walking around
• on the inside of the pool feeling for any voids that might be present
n �
�--- - -- ---�\ -- TABLE NO. III — SPAS The pool is then lifted uut of the excavation and set back as many times as necessary to achieve a perfect
-r- WIDTH OR CAPAC
��--- fit. The perfect fit Is realized by using the following techniques, namely, raking the surface of the sand In order to
-L I ITY see where the
• I SERIES , SHAPE DIAMETER DEPTH IN GALLONS TYPIC�►L CONCRETE DECK pool !s touching after �t �s removed and also walking around on the Inside of the pool to detect low
•� RS ROUND 5'-8' 3'-0* 275 i • . • • spots. When the level of the pool is within one-half Inch, the setting procedure Is complete
! 17
! o I The filling of the of iv,:!h water and simultaneous sari kf�ll operations t
91 r g Po d oac opo at ons are then commenced. The sand
OS � �,�,TAGOtvAL 6'•0' 3'-0" 375 '- �•
I c i as i I; o I I _ w '�" .._rl Is compacted with a tamper and water Care should be exercised to Insure that the backfill level and water level
z i 1 - SS , SQUARE 6'-6" 3' 0' 295 —_ —_ area approximately the same throw pout this procedure
L �^ W x a,. .� h � I I '1 i i• -� LOS OCTAGO� Al T-6- 3' 0" 450 �— +a.ri =ti.t. �:'='� .�`� ,1 t PP Y g I
°• This pool is designed to be kept full at all times The pool shell could be damaged It the water level Is allowed
LRS ROUNC g
U I I �� I I i �, , i 0" 3' 0 a20 to drop oelow the pool inlet, WV en appreciable draw-down is noticed, or If It becomes necessaryto drain the of
pool,
I - ! Ill l " contact VIKING POOLS, INC., or their agents for instructions.
TABLE NO. IV `"A" .� WHEN CONCRETE DECKS ARE POURED
i I ..-.
`r �.• Forms are now put up around the perimeter o1 the pool. Small sumpts mea�sunng 12" wide and 6" deep are
SERIES SERIES SERIES SERIES SERIES -•
RS LRS MK MFF - dug under each chain along the sides of the pool. This will ensure a bonding or anchoring effect on the sides. Rebar
------�� -------� ( ` C S B ASP M L L H L
or wire mesh shall be used In the event of adobe sell.
. I SS BK SAP MTK , Concrete Is then poured coming up to approximately ',4" of the top of the coping with a slight 721 away from
LOS BFF MP SP - - FIG. 1
I I I I ,he pool. See Fig. 1 .Cantllever deck may also be used.
WoolTYPICAL
_
ABOVEGROUND
INSTALLATION
TYPICAL CANTILEVER CONCRETE DECK
I
f l 1 --,-ter - - - ENGINEERING REPORT ON THE VIKING FIBERGLASS POOL
- JUNE 4, 1986
r `` r k0j Nb V.•IR T --' •+ • --'_;._r w • .„'
-- rT -T—�
�+ ► ua, V-u c�"� oe� i�t�orr�� _ Thls report deals primarily with the strength and energy absorption characteristics of the fiberglass
1/�' APPROX 6- *001) DELK pa "r , . T polyester material used in the construction of the Viking Pools. These pools are manufactured by the
o -j I �. �' - firm VIKING PWilliams, Ca,K'ornla.
o o o cn v } , _ G OOLS, INC.'�C. n 'd1/IIII m i
$ o fib. -- -;r''': v� The ab�'It of t., r r,�
e po st uct� to car the loads rmnosed on It which are primarily static loads,
o Ott. , ,., Y carry ( P Y
1 '[� - I l� R �: '� I � r I C - I V r�s�jf _ —• -_ — w�',A• • II _ '^.• =1....'fG •:u.f ,
< o duo, to water pressure, ounci settling, and cl 1�4mc loads cue to earthquakes) depends cn the strength
G. ! •'''�� I v u 3 l ti - t+ _ - f. I t w r r rv.�'t P / q Pe g
> r
h g' 1 ��•`', — u s #.k. and energy a5sorption ,alities of the flberc ass ► ester material.
9 Y � , polyester
To asceitain the -echan!cal b hav!or of the abofe material, tensile, compressive and flexure
specimens were made 'rom material remover,' from the walls of existing pools A I of these specimens
~•, .E were tested in ,he h ate ,als Testing Laboratoryof the Universityof Santa Clara b Harold M. Tapay,
SAND
Pro, ssor of Engineering. All of the above tests were conducted at room temperature (78 F) and 10-F.
FiBERCLAss POOL SHELL FIG. 3 The tests at 10 F were conoucted because some pools are Ins;,:!'led In the mocham areas which reach
! FIG. 2 low temperatures during winter.
� to 1, I ; From the axial toad tests In t;;ns!on and compression and the flexure tests, the following
mechanical properties rrvere evaluated.
' (1 ) Ultimate strength In tension
--
„ (2; Ultimate strength In compression
(3) (a) Modulus of rupture In flexure. i.e. Flexural Strength
-� �� , (b) Modules of elasticity In flexure, i.e. Flexura' Modulus
Ll t! The average va'Le of these properties a,,pear in the following table
.specimen Ultimate Ultimate Flexural Flexural
s�,,, It `(*A �Eo� Temperature Tensile Strength Compressive Strength Strength Modulus
y 7e. " 2 1 /in.2 Ib/In.2
to
° ° o ° I J Il '' ' ! I 78 15,130 23,360 21 ,720 1 .0 x 106
cis I / o I � ( -
a 10 7,070 23,890 24,730 1 .2 x 106
X o
K ` I I From the above table It can be seen that at the lower temperature of 10 F this fiber reinforced
plastic gains In strenc th. and stiffness, and it could be shown that its capacity to absorb energy has not
,1I � �,'� �� � - �.•
diminished. Therefore, tl!!5 pool Is lust as good structurally at low temperatures as It is at normal
-r-
' 'M W>Y ' � / } I ' /� � .0• I .o- operating temperatures.
\ ! !
This
fiber reinforced plastic Is strong, tough and resilient material Compared to gunrte, this
i ✓/ I , I � A
material is stronger under tensile, compressive and flexural loadings. In addition, the material Is much
1._
tougher than gunite (toughness meaning energy absorption capacl!y up t0 rapture). A simple beam of
SL - POOL HL - P00
this material with a spar, of 5" and a depth of approximately S/i6" and a widt�� of r�+" experienced a
_�-lot. , r--- ----1
I e.soo�L �� 3 sx�, awox midspan deflection under a mrdspan concentrated load without rupturing. This means that a pool made
----- - - I - of this material could exporlence large deflections under earthe'take loading without rupturing.
In conclusion, the Viking Po01, when properly Installed In .;ornpacted ground against a compacted
w M �f
sand cushion (compacted by wetting) can safely carry the loads due to water pressure and ground
,j - 'h --'t r':,•'+ ; - -_ _ - ,---; movement, Including grounc! movement due to earthquakes.
I
— L-----
200. ---- ----
1 �, Kenneth C Lux
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CITY OF TIGARD BUILDING INSPECTION DIVISION FIST
24-Hour Inspection Line: 639-4175 Business Line: 639.4171
BLIP _
-rate Requested -AI'A _PIVD BLD
Location— ?�� �" _ Suite MEC _QC'
Contact Person Ph PLM
Contractor Ph _ SWR _
BUILDING Tenant/Owner ELC — _—
Retaining Wall ELR
Footing FPS
Foundation NOT REQUESTED
Cr Drain FOUND DURING RESEARCH — SGN
Crawl Drain -
Slab NO INSPECTION(S) FOUND IN FILE — SIT —
Post& Beam
Ext Sheath/Shear ---
Int Sheath/Shear
Framing � 4: --
_�Q_� l�✓l..�CL— !�-
Insulation
Drywall Nailing
Fir:wall N U sem -
Fire Sprinkler -
Fire Alarm �� `+-Z�
Susp'd Ceiling � --
Roof
Misc Final (� / T ,
PASS PART FAIL - --- ---
PLUMBING
Post&Beam -
Under Slab
Top Out - ------ - -------- — — --
Water Service
Sanitary Sewer --
Rain Drains -_---
Final
PASS PART FAIL
t--.-
Post& Beam - - - ---- - _�- -"-- - — ------T
Rough In
Gas Line - - - -- - - - - - ------------- ----
Smoke Dar. pers
mallI - -- - - -- ----- - ----
ASS PART FAIL ,X
ELECTRICAL. --
Service
Rough In
d UG/Slab _—_- ---_
-c Low Voltage
v~i Fire Alarm - ---- ---------------------- -
> Final
PASS PART FAIL
SITE
Backfill/Grading ---`-
w Sanitary Sevq,,r
Storm Drain ( J Reinspection fee of$ - __.required before next inspection. Pay at City Hall, 13125 SW Hall Blvd
Catch Basin [ ]Please call for reinspection RE. [ ] Unable to inspect-no access
Fire Supply lire --
ADA
Approach/Sidewalk Date Inspector, Ext
Other
Final
PASS PART FAIL I DO NOT REMOVE this inspection record from the job site.
CITY OF TIGARu) RJI'11.BUILDING
PERMUT'3':�
COMMUNITY DEVELOPMENT DEPARTMENT Dil-rE ISSUED. 04/0b/95
13125 SW Hell Blvd.Tigard,Oregon 97223.8199 (503)839-4171
p/ .: 2S109AD-•0L400
SITE ADDRrSC;. „ .. : 14G11r _-W 1:30TH AVf:•i
SUBDIVISION. . . . : WOODFORD ESTATES ZONING: R-7
SLOCK. . . . . . . . . . . L01.. . . . . . . . . . . . . : 16
REISSUE � FLOOR AREAS- ,-XTERIOR WALL CONSTRUCTION
CLASS OI- !!OR!'. : FIRST. . . . . sf N: S: c: W.
TYPE OF USC . . :SF SECOND. . . : s F PROTECT tSPENINGS?---•-••-.___._..
TYPE OF COhIST. .519 TI(I RD. . . . : :f N: g. E: W:
DCCl.X'ANCY GRr='. :kC TOTAL—._.____._ . 0 s f ROOF C.ON:ST: FIRE RE"'T'?:
OCCUPANCY LOAD: BASEMENT. : sr' AREA SCEP. RA-fED:
STOR. :O I-IT. : -Ft GARAGE. . . : sf OCC'U SEP. RATED-
BSMT?: ME2Z?: REDD SET>3AC1;S ____.,_._._ REG)UIRED-
FLOOR LOAD. . . . : ps f Lr--FT: ft Rr1IT: ft FIR 3171 ;L: SMOK DET. . :
OWE:LLING UNITS: FRNT: ft REAR: ft Flit ALR11: HNDICP AC:C:
DEPRMS: BATH IMP SURFACE: PPO CORP: PARKING:
VAI._UE. $ : 10500
Remar^ks> : SWIMMING I�00!_ APPROX 14, 5v�0 GAL.
Owner: - --___._____-._..._.____..__ ___._.__.____._____ _._._.____.__..__.__.___ FEES
ROBERT HOSMAN type amor_rnt by date r-ecpt
14614 •r,W i30TH FIVE PRMT $ 86. 50 JA 03/29/95 95--26��.::;i
PLCK $ 56. 23 SW 04/1710/95 --
TIGARD OR 5PCT $ 4. 33 .1A 03/29/95 95263537
r'hone #: C(J4 1326, EROS I. L6. 00 5,14 1/14/110/95 -
ERPC $ 8. 45 SW 04/06/95 -
Contractor:, _ .. ...._ _ ....-•-_•_- __.._.__.__ERf'C t• 8. 45 SW 04/06/95 I
CLASSIC POOL & SPA
17875 OC 82ND DR
MILWAUKIE:: OR 972220
I.11-1 on e t; : 653-8010 91 189. 96 l OTO L
Reg #. . : 60675
-------- REQUIRSD INSPECTIONS
This permit is issued subject to the regulations contained in the Footing In-,p
Tigard Municipal %de, State of Die, Specialty Codes and all other Merhan i ca l I n s p
applicable lawf. All work will be done in accordance with Plm top-o1.It: Inst-
approved plan. This permit will expire if work is iot started 94'wer Irrsp
within 188 days of issuance, or if work is suspended `or more F i nLA 1 I n s pec:t i o 1
than 11810 days,
CL 1"'ermitL-ee Sitlnat1..rr-e :
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Cell for inspect i.on 634--4175
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Residential Buildin Permit Application
City of Tigard
13925 SW Hall Blvd.
Tigard, 4R 97223
(503) 639-4171,/
Jobsite Address:
1
1 L --� s h.ot# Office Use Only
Subdivision: � �YYl'Ct� L�\A `� l��__
Valuation:
I � QC)� Contact Date / / _Initials
Result
Pianck/Rec # 3(v 9 k
New Construction Only: (Square Footage) Permit # u i'�j*- u U S;
House: _i Garage: — Reissue of _
Map & TL # -:4!5infAd-0S400
Zone
�� Plat #
Corner Lot? (-/ N Flag Lot? Y N --
--�— 1 , Approvals Required
Owner:
\��\ ,�� t r1,_.�►^ Planning Setbacks Solar _
Address: '7� — Engineering
Other
� " Items Required
Phone: O � ` ' Lo
`C �^n Subcontractors
Contractor: t� � ,�— Truss Details �—
Address: ���✓��? t JL pZ
UIP,
G �J- i102 Notes --
Phone: ---
Contractor's License # ILLTS -z5'g5
(attach copy of current Oregon license)
Contact NamP-
7u-� Y''C Ct'1/C�S S�nrLc)
Contact Phone.
Subcontractors: Architect/Engineer:
Plumbing: Address.
U -
Mechanical:
r (attach copy ot current OR Contractor's Lk,ense)
Phone: ( l
JOB DESCRIPTION: G1 (R1 tyl t
w
Applicant Signature Applicant Phone number
Received by: Date Received: 3 S�
Permit# Account Description Amoun! Amt. Pd. Bal. Duo
Rgle4 J,-c 9-3 y J Bldg. Permit (BUILD) b'in .s-b
Plumb. Pern,,t (PLUMB)
I; rc Mech. Permit (MECH) " 2- J .
State Tax (TAX)
Bldg:
Plumb: _
Mech: / Z
Plan Cpeck (PLANCK)
Bldg: 5 6„ L 3
Plumb:
Mech:
Sewer Connection ( ;WUSA)
Sewer Inspection (SWINSP)
Parks Dev Charge (PKSDC,
Residential TIF (TIF-R)
Mass Transit TIF (TIF-MT)
Commercial TIF (TIF-C)
Industrial 11F (TIF-1)
Institutional TIF (TIF-IS)
Office TIF (TIF-0)
Water Quality (WQUAL)
Water Quantity (WOUANT)
Fire Life Safety (FLS)
Erosion Cntrl Permit (ERPRMT)
r
W Erosion Planck/USA (ERPLAN)
W
Erosicn Planck/COT (EROSN) � �J _ �u_1/
TOTALS: G. I o 3 I
1ECHANICAL
CITY O F T I GARD PERMIT #. .PC RM. . . I. .T: MEC950031
COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 1714/06/95
13125 SW Hall Blvd.Tigard,Oregon 97223e8199 (503)639-4171
SIT'Em. ADDRESS. . . : 14G14 SW 13TIA F4
1AVE_
lexpill
SUBDIVISION. . . . : WOODFORD ESTATES EPARCEL: 2S109AD--02400
D ZONING: R-7
BLOCHN. . . . . . . . . . : 1.OT. . . . . . . . . . . . . : 16
CLASS OF WORK. . :NEW FLOOR TURN. . . . : EVAP COOLERS:
TYPE OF USE. . . . :SF UNIT HEATERS. . : VENT FANS. . . :
OCCUPANCY GRP'. . : R3 YENTt, W/O APPL . VENT SYSTEMS:
S,T C)R I C S. . . . . . . . :0 BOILERS/COMPRESSORS HOODS. . . . . . . :
FUEL 0-3 HP. . . . DOMES. INCIN.
/GAS/ 3-15 HP. . . . COMMf-. INCIN:
MAX INPUT:200000 BTU 15--30 HP. . . . REPAIR UNITS:
F I RE DAMPERS?. . : 321- 50 HP. - - - WOODSTOVE S. . :
GAS PRESSURE. . . :L 5211 HP. . . .
CLO DRYERS— :
NO. OF UNITS--------------- AIR HANDLING UN I TL, OTHER UNITS. :
FURN ( BTU: < 10000 c f m: GAS OUTLETS. : 1
TURN ) =100K BTU: 1 > 10000 c f m :
Remarks : SWIMMING POOL APPROX 14, 500 GAL INSTALLING ' 000, 000BUT HE rER
Owner. FEES
ROBERT IAOSMAN type AMOIAnt by (iat e recpt
146t4 SW 130TH AVE PRNT 25. 00 SW 04/06/95
3 P C T $ 1. 5 SW 04/06/95
TIGARD OR
0hone #s 684-1356
Con-tractor:
CLASSIC POOL & SPA
17875 SE 82ND DR
NILWAUKIE OR 97220
P11 0 T1 e it- 653 .0010 t 26. 25 TOTAL
Peg #. . : 60675 REQUIRED INSPECTIONS
This permit is issued subject to the regulations contained in the Final Inspection
Tigard Municipal Code, State of Ore. Specialty Codes and all other
applicable laws. All work will be done in accordance with
approved plans. This permit will expire if work is not started
within 180 days of issuance, or if work ir suspended for Porp
'hare 1811 days,
Ul) e—mittee I lcl�t
17 -itsi.ted By , Z.� JLA,�.
Call for inspection 639-4175
LO
1
City-of Tigard MECHANICAL PERMIT Planck/Rec. # 3- �
13125 sw Hall Blvd. APPLICATION Permit # ,W,�,c
Tigard, OR 97223
(503) 639-4171
•_"" Description
Table 3A Moch_jnical Cnde QTY PRICE AMT
Job ! �'QTS 1) Permit Fee -0- -0- 10.00
Address � f ---- —
2) Supplemental Permit 3.00
• —�= Furnace to IOU,000. -
1) incl. ducts&vents 6.00
"• Furnace 100,U00 E3TU +
Owner 2) incl. ducts&ver i 7.50 7 Z
--Floor Furnance
3) incl.vent 6.00
--suspended heater,WaIrFe—ater
i! 4) or floor mounted heater 6.00
Occupant en no-inc. in
5) appliance permit 3.00
--Repair of heating, re ng.
6) coolirg, absorption unit 6.00
r
i I e or comp Fear-pump,air'co n .
R 7) to 3 HP;absorp uni!to 100K BTU 6.00
•wv- •'� 7Z /� Boiler or comp, 9&I pump,air cond,
Contractor Z 5 �f�G "" ,` 1) 8) 3-15 HP;abso-p unit to 500K BTU 11.00
boiler or comp,-� Ilei pump, air c— o'—n�—
� ) ) � G 9) 15-30 HP;absorp snit 5 1 mil BTU 15.00
•"'"' Ekiilor or comp, eat pump,air con --
10) 30.50 HP;absorp unit 1-1.75 mil BTU 22.50
erob ac ow gethat I naVe read this application, that F4-- I I k3oiler or comp, heet pu`mp,air con . —
information given is correct, that I am the owner or authorized aq,7 '.1) >50 Hp;absorp unit 1.75 mil BTU 37.50
of thr owner,that plans submitted are in compliance with State —Air an"Tlingunit m
laws, that I am registered with the Construction Contractor's Board, 12) 10,000 CFM 4.50
that the number given is correct. (If exempt from State registration, Air an rng urn --`
please give reason below.) 13) 10,000 CTM+ 7.50
Non portable
14) evaporate cooler 4.50
—Ven, a—` an connected
15) to a single duct 3.00
l�- enu aUnn system not
16) included in appliance permit 4.50
.°. UW
Hood served y
/ 17) mechanical exhaust 450
Describe work new U addition aft rabon repairommercra orinoustnaT-`--
to be done residential(,�' non-residential p 18) type incinerator 30.00
Existing use o er i.a.,wo3astoiii,water"
building ui property 19) heater, solar, clodiEs dryers,etc. 4.50
Proposed use of 1� 20) Gas piping one to four outlets 2.00 z
building or pro perty1__1,_y/_;l V&t^ci _ — —
�" 21) More char,4-per outlet
`) Type of fuel - oil natural as LPG Q ----- —
yp O g O electric
r
IT=
Minimum Frye$25.00 SUBTOTAL S
-1 PERMITS BECOME VOID IF WORK OR CONSTRUCTION --- ��
w AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR 5%SURCHARGE Z
-� IF CON OTRUCT:ON OR WG. K IS SUSPENDED OR -
ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL
AFTER WORK IS COMMENCED - -—
TOTAL )
Special Conditions
Date issued by
��4ECHPMT
+°Ntenwl.•
f� .
Review of our records indicate that you are the applicant
for permit number g 1f q'G - (3M25
at _ 1 q 1 y S 1-A ) I�: Z[V'1� k7-
and that inspection activities have not been completed.
Due to the age of the project and lack of activity, the
permit is hereby expired by limitation as provided by
Oregon Specialty Codes. If you wish to continue activity
on this permit a new application and fees will be required.
If you have gtgsttonk pleas&Ull Hltp Wat�ki t10
Supervisor ak*39.4-f7 i ext.�A.
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