7081 SW LOCUST STREET i
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CrRTIFICATE OF
OCRYOF 71FARD OCCUPANCY
*
COMMUNITY DEVELOPMENT D4PA0=
RTMENT 60" ID
13125 SNI t W Blvd. P.O.Box 2339-7,Tgard,Orogon 97273 (6W)00-44 76 017/ Pr::�RMIT . . . . . . . i MSI*90-
DATE ISQUEDS 12/03191
ADDREGC. . . a 706J SW LOCU!:A ST PARCEL: IS136AA-07100
SUBDIVISION. . . . : AUM DOWNS Z ON I NG
BLOCK. . . . . . . . . . a LOT. . . . . . . . . . . . . s5
CLASS OF WORK. :NEW
TYPE OF USE. . . sSF
OCCUPANCY GRP. zH3
OCCUPANCY I-OAD1330 4
TENANT NPNE.. .
16Mmar-ks :
DAVE AMATO AND ASSOC L,TD
4351 SW CULL_ION BL.Vro
PORTLAND OR 972('--'l
Phone #z 24'5-211'7
r)AVE ANATO AND ASSIX, LTD
4351 SW CULLION PLYD
PORTLAND OR 97221
PhOr'll, #t 245-i?I17
Reg 41- 1 2809p-
Occipanr.-y of the above r-efer"Lanced bmildinq is hereby gi, Ven, Ar -tifi
ld c pr
tht complial,ce with the State Of Orpgan 9Pr#c-JAltY Cortes For, the grollp,
acc'mpancy, and use under which the V-Pferenced permit was issued.
FIRE ME T Pt I NG I N9 7
G L
DUILDI
PF.),),r IN F.01\10PICUOUS r':-ACE
�(1
INSPECTION NOTICE
City of Tigard Building Departaent
13125 811 Ball Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phone): 639-4175 Business Phone: G-0-4171
Inspecticn:
Footing Plbq. Undernlab Mech. Rough-in APyr/Sdwlk
Found. Plbq. Top Out Can Line PIlp1;:
Poet/Bwam Struct.. San. Bawer Framing -Bldg.
Poet/beam Mech. Rain Drain Insulation -Plumb.
Plbg. Underfloor Water Lino Gyp. Bd. -Ileoh.
Date Requested: - vTim: AM�1 ? PM
Address:_� lf�L.'�_ Permitt: 7 �uJ Zs3
duildera1A�j �` Ll 2
THE FOLLOWING CORRECTIONS ARE REQUIRED:
.ate
Iner .:tor: -- _ Date:
APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE
Call For Reinep.
Il18RiCTlOsi NOTICE
City of Tigard Building Departs ent
13125 BA Ball Blvd. Tigard, Oregon 47
Inspection Line (Rec-O-Phone): 639-4175 Business Phon 4171
Inspection:
Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Gas Line FINAL:
Post/Beam Struct San. Sewer Framing =-Bldg.
Post/Beam Hoch. Rain Drain Innulatior. n p_� -Plumb.
Plbg. Underfloor Nater Line Gyp. Bd. / h,
Dr'cu 1equested: c 1 Time:
AN ___PM
AwIr. �i:Y24./ Permit #3qe) �
Builder: �-
T116 FOLLOWING CORRECTIONS ARTS REQUIRED:
ff
Inspector: Date, / 3c" �
OVEDbIBAPPRO APPROVED BURJECT TO ABOVE
Call For Reinap.
1w8Pzg_Tjq _A T11cF
City of Tigard Building DepartAient
13125 8N pall Blvd. Tigard, Oregon 9722
Inspection Line (Rec-O-•Phone): 639-4175 Businern Phonet 639-4171
Inspections_
Rooting Plbg. Underslab Mech. Rough-in Appr/Sdwlk
nd. Plb7. Top out Gas Tine FINAL:
Poet/Beam 8truct. Ban. Sewer Framing -Bldg.
Moat/Ream Mech. Rain Drain insulation -Plumb.
Plbg. Underfloor Water line Gyp. 8d. f�-Mech.
Date RF. iuewtodt�� � - �j _Tilaes \� AN PN
Addresst_20 — Permit
Builders �-�w�?� =2�/S - -.2. U 7
TNR FOLLOWING CORRECTIONS ARE PEQUIREDt �p 61 �d fly
.A.LA
, .. yI v_..L rlli'1.=Fi� • 4G-Lvf.�L%.1•/ -
7
' �-crP�-�"�t r L 1 vJ GL� `� � C•4�8�i G'L•!�-� l�iu-...(7-(sril.M'y
1Ytimet
"PROM � DISAPPROVED APPROVED SUBJECT TO ABOVE
d Call For Reinap.
w i■r w www w
INSPECTION NOTICE
City of Tigard Building Department
1.3125 SM Rall Blvd. Tigard, Oregon 97223
Inspection Line (Rec-o-phone 639-4175 Business Phone: 639-4171
Inspection:_i _
Tooting
Plbg. --
lab Ruch. Rough-in Appr/Sdwlk J
Found. Plbg. Out Gas Line PINALt
Poet/Beam Struct. San. Sewer Framing -Bldg.
Pont/Beam Nech. Rain Drain Innulation -plumb.
Plbg. Underfloor Nater Lina Gyp. Bd. -Meeh.
Date Requestedt. "��//" Tit � JW PM
Address: Permit 1:e:F
Builder:
TNR VMJ MING CORRRCTIONS ARE REQUIPI.D:
r
Inspect//or:- Date:
p)�l;APPROVRD DISAPP APPROVED SUDJE(' 7,() ASOVR
CC Call ►or Minsp.
r'
a
et �■► �r �a �w o■r � t � �
i
1NGpr1_NOTICB
City of Tigard Building Depart:zoent
13125 BW Ball Blvd. Tigard, Oregon 97223
Inspection Line (Rec--O-Phone): 639-4175 Business Phone: 639-4171
Inspection:
Footing P1bg. Underslab Mach. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Gas Line FINAL:
Poet/Beam Strutt. San. Setter Framing -Bldg.
Post/Beam Mech. Rain Drain Insulation Plumb
Plbg. Underfloor Water Line Gyp. Rd. -Hoch.
DatP Requested: It A),�C� l-7 Timet AM _PM
Address: a Al �>( �� Permit #t'?e D 3 3
Builder:_ e5-'�7/� -,?// 7 _
THE FOLLOWING CORRECTIONS ARE REQUIREDt
Inepector:: C� i Datet_k_ ��� �7
APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE
_____Call For Rainsp.
INSPECTION NOTICE
City of Tigard Mailding Department
13125 SW Ball Blvd. Tigard, Oregon 97223
Inspect.i.on Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
Inspection: --
Footing Plbg. Underslah Mech. Rough-in Appr/Sdwlk
Found. Plbq. Top Out Gas Line FINALS
Post/Beam Struct. San. Sewer Framing -Bldg.
Post/Beam Mech. Rain Drain insulation -Plumb.
Plbg. Underflcx:r Wate; Line Gyp. Bd. -Mach.
Date Requested: Time,
s-�-
Address s : /1 �.C]r� Permit i
Builder:__`
TBE FOLLOWING CORRECTIONS ARE REQUIREDr
�2 ti
,( �-
I
Inspector:_ L Dates '
-APPROVED DI8APP4D APPROVRD SUBJECT TO ABM
Call For Reinsp.
1NSPECfLOM AM PE
City of Tigard Building Department
1.3125 SII Ball Blvd. Tigard, Oro9on 97223
Inspection Line (Rec-O-Phone): 639-4175 Rusiness Phone: 639.-4173
Inspection:__
Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk )
Found. Plbg. Top Out Gas Line FINALS
Poot/BPam Struct. San. Sewer Framing -Bldg.
Post/Ream Hoch. Rain Drain Insulation -Plumb.
Plbg. Underfloor Nater Line Gyp. Bd. -Meeh.
Date Requeetedtt, ` -1 / Times _-AM`^a M
hddrene•__ Li Permit
Builder:
THE FOLLOWING CORRECTIONS #RR REQUIRED:
I V
Inspector,- Dates
-----APPROVED AI3 ROVED APPROVED ;,laiNCT To ABOVE
(Zhll For Reinep.
�► �rWN
LILSY T ON NOTICE
City of Tigard Building Dep -tIffient-
13125 SN Ball Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phono): 639-4.-15 B iness Phone: 639-4171k
Inspection: ^ / '—"-
r 61
Footing PL Underalab Ne . Rough-in Appr/Sdwlk
Pound. Plbg. Top Out Gas Line FINAL:
Poet/beam Struct. San. Bawer Fram'_ng -Bldg.
poet/Ream Hoch. Rain Drair_ Insulation -Plumb.
Plbg. Underfloor Nater Line Gyp. Bd. -Hoch.
7 n
Date Requested: Time:
Addreses V Permit 1:
Builder:
TRI FOLLOWING CORRECTIONS ARE REQUIRED:
i
i
Inspector:---. [
-- --- --� Date
APPROVED DISAPPROVED t✓APPROVED SUBJECT TO ABOVE
Call For Rainsp.
INSPECTION NOTIC
City of Tigard Building Dopartment
13125 ASO Ball Blvd. Tigard, Oregon 97223
Inept .•.ion Line (Rec-O-Phone): 639-4175 Busi:ens Phone: 639-4171
Inspection:__
Footing Pl.bg. Underelah Mech. Trough-in Appr/Sdwllt
Found. Plbg. Tt.p Out Can Line FINAL:
Poet/Beam Struct. San. Sewer Framing -Bldg.
Poet./Beam Mech. Rein DrainInaulation -Plumb.
Plbg. Underfloor Nater Line -Mach.
Date Requested: �J Times AM PM
Addreeat ) l J Permit C�`d
Builder:
THE FOLLOWING CORRECTIONS ARE REQUIRED:
Inepectort i Date:_?
APPROVED DISAPPROVED APPROVED SUILTI T TO ABOVE
Call For Reinep.
ar ® pr �w �w � �■r �► � �
INSPRCTTI.ON NOT 99 �
City of Tigard Building Department
13125 OW HA-11 Blvd. Tigard, Oregon 97223
Inspection Line (Rec--O-Phone): 639-4175 uusiness Phone: 6311-4171
Footing Plbg. Underelab Mech. Rough-in. Appr/Sdwlk
Found. Plbg. Top Out Gas Lina FINAL.
past/Beam Struct. 81n. Sewer Framing -Bldg.
post_lneam Mech. in Drain InsulatLon -plumb.
Plbq. 'Inderfloor L tar Lin Gyp. Bd. -Mech.
DateRequesteds `� J T� — _TLmas1►M PM
� � 1
i
Address: Permit--- -r��-` - —
7>
Builders
THE FOLLOWIMG CORRECTIONS ARE REQUIRED:
Inspector:
APPROVED DISAPPROVED APPROVED SUBJECT TO ABe7VE
i
Call For Relnsp.
i
aSSPZ(_TIQN NOTICE
City of Tigard Building Department
13125 SM Ball Bled. Tigard, Oregon X7223
Inspection Line (Rec•-o-Phone): 639-4175 Business Phone: 639-41
Inapsction:
Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Gas Line FINAL:
Poet/Ceam Strutt. San. Sewer lrsalinq -Bldg.
Poet/Beam Mech. Rain Drain Insulation -Plumb.
Plbg. Underfloor Water Line Gyp. Bd. -mech.
Date Requested: ` - � Times /_AMPN
Address: --
Builders—
THE
ddress:Builder:_TBE FOLLOWING CORRECTIONS ARE REQUIRED:
Inspector!
Date:
APPROVED DISAPPROVED APPROVED SUBJECT TG AEOVR
_—Call For Reinsp.
NBPI�CT1;0!! NOT?CE
City of Tigard Beildi-ng Departs:en:.
13125 SN Hall Blvd. Tigard, Cmetgon 97223
Inupection Line (Roc-o-phono)t 639-4175 Business Phoner 639-4171
Inspection: LL_ —
Footing Pl�11.d.r.labech. Rough-in Appr./Sdwlk
Found. Ylbq. Top Out
Gas Line FINALS
Post/Ream 5truct, San. Sewer Framing -Bldg.
Post/Beam Mach. RaLn Drain
Insulation -Plumb.
Plbq. Underfloor Nater W ne gyp Bd. -Hoch.
Date Requesteds—
AddresesWkI
Permit ft,_�D-�!�„�.�1
Builders— -222 aeZe ---__-_.-----
THE FOLLOWING CORRECTIONS ARE REQUIRED:
-- i� natal
Inspector � -_____
ti_ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE
` Call For Reinap.
AL AL LIM
IN$PE�'TION-ROTI CSS
City of TLryard Building Depertm-,t
13125 SM Rall Blvd_ Tigard, Oregon 9722.3
Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
Inspection:
Footing
9
Plbq. UndereldbMech. Rough-in ., Appr/Sdwlk
Pound, Plbg. Top Out Gas Line"' FINAL:
Post/Baam Struct. San. Sewer Framing / -Bldg.
Post/Beam Nech. Rain Drain Insulation
-Plumb.
Plbg. Underfloor Nater Line Gyp. Bd. -Hoch.
Late Reguented: 1� -!- _Times 1
- _. AH PH
Address: r �� l �[C/� -
-�-+LJ- Permit I:�G> " �
"1.lilder:
THS FOLLOWING CORRgCTIONS ARE REQUIRED:
li•:�i,�rtoy :---___r��_
— Dais e
y APPROVED DISAPPROVED APPROVED SURjr-;T TO
AEdVE
_Call For Reinap.
INSPECTION NOTICE
City or Tigard Building Department
13125 !n1 Ball Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171
Inapection:
Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk
Found. Plbg. Top out Gas Line FINAL:
`Beam 8tru San. Sewer Framing -Bldg.
` Rain Drain Insulation -Plumb.
Plbg. Underfloor Water. Line Gyp. Bd. -Mech.
Date Requestedc_ p
--- _—Time: AM _ PM
Address:_ � �-_ Permit f:_�f,��_ �
BuLlder:_
THE FOLLOWING (MRRECTIONS ARE REQUIRED:
If
Inspectorsl_ _ _ 2 ff - 9 l--
Dote(
p DISAPPROVED APPROVED SUBJECT TO ABOVE
Call For Reinsp.
i
iNUMCTION NOTICE 10445;11
City of Tigard Building Departrent
137.25 RM Nall Blvd. Tigard, oregon 97223
Inspection Line (Rec-O-Phone: 539-4175 Buninesa Phone: 639-4171
Inspection:____-_
Footing Plbg. Underslab Mech. Rough-in Appr/Sd:+lk
Found. Plbg. Top Out Gas Lir:u FINAL:
Pont/Beam Struct. San. Sewer Framing -Bldg.
Poet/Beam Mach. Rain Drain Insulation -Plumb.
Plbq. Underfloor Nater Line Gyp. Bd. -Koch.
_____ nn qr/,�
pate Req ..ted, 'Z it �1V Time: AK PK
�XJ� COC �c�-----_---- 7'�03 '_5
Addreaat_ V u k �.l�J� Permit #:
_17.2-
Builder � h �� � —41 ( 1
TBS FOLLOWING CORRECTIONS ARE REQUIRED:
i
C
--
Inspectors Date:_
APPROVED _ DISAPPROVED _ APPR3"D SUBJECT TO ABOVE
??�� call Por Reinsp.
IMBp6..CTION_NOTICE
City of Tigard Building Departmmt
13125 aM !161.1. Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phone: 639-4175 Business Phone: 539-4171
Inspections _ - _-�� -P
Footing Plbg. Underalab Y:ech. Rough-in Appr/Sdwlk
Found. P).bq. Top Out Sae Line FINAL,
Poet/Beam Struct. San. Sewer Frrmi.ng -Bldg.
Post/Beam Mach. rain Insulation -Plumb.
Plbg. Underfloor Nater Line Gyp. Bd. -Mach.
Date Requested: .4;1 cj TSa�st AM pM
Addresn: �2 k7 —Z
ge, r s T
Y .J_c r Permit !r2oc)35Z_
Bu:.ldec-:
THE FOLLOWING CORRECTIONS ARE RXWIRED:
01
- - --
Inspectors "� /
-- _--_ Date:
DISAPPROVED APPROVED SUBJECT TO ABOVE
For Reinsp.
INBPECfgt NOT1-E
City of Tigard Building p,apartsent
13125 on Ball Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phone): 639-41.75 Business Phone: 639-4171
Inspection:_ — --
Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk
( Round. / Plbg. Top Out Gee Line FINALS
Poet/Beam Struct. San. Bower Framing -Bldg.
Poet/Beam Mech. Rain Drain Insulation -Plumb.
Plbq. Underfloor Nater LLMC Gyp. Bd. -Mech.
Date Requested:_1 5_! U Time:
Addreas: Permit 1:
///�
Buil-der: / / /�� t_ --Yi/-----
'r1iE FOLLOWING CORRECTIONS ARS
RRQU?RED:
♦
Inopactnrs Date:
_______ __- -- —
C- hpPROVED DISAPPROVED APPROVPD 4UR.7ECr TO ABOVE
Call For Reinsp.
R R R R R R
lN.McTION �1(Yj�CE t
City of Tigard Buildino tDepartatent
13125 Sit Ball Blvd. Tigard, Oregon 97223
Inspr.ction Line pec-O-Phoneys 639-4175 Business Phone: 639-41 1
---._—
i j ........
Plbg. Underelab Mech. Rough-in Appr/Sdwlk
Plbq. Top Out Gas Line FINALS
��•
post/Beam Struct. San. Sewer Framing -Old g.
past/Beam Mech. Rain Drain
Insulation -Plumb.
Pibq. Underfloor Water Lino Gyp. Bd. -Mech.
Dete Requestedf
Addreess _-Le Permit —
�,
Builders_ 'f-k -
TBE FOLLOWING CORRECTIONS ARE REQUIRED:
e ed
--�l s� sy�e/7 1-1 o rz r za.ur�L_�r3�K•S �+�
�wC 1rc� �drr�TS �to
-- J
InepPctor s_ZA�
-- --_-- //___� Dates aZo
APPROVED DISAPPROVEn wpPROVED SUBJECT TO ABOVE
1 Call For Reinsp.
f
11ASTER PERMIT
CITYOFTIFARDPLRt`1I'T 0. . . . . . . : VIST90 0:32
rCfiYOF
&RD
COMMUNITY DEVELOPMENT DEPARTMENT RIGWON DATE ISSUED: 11/05/90
13125 SW Hall Blvd. P.O.Box 23397,Tigafd,Oregon 97223 (503)639-4175
7T
511-F /01.11 5W
AUM DOWNS ZONING:
BLOCK. . . . . . . . , . : LOT. . . .. . . . . . . . . P :3
BUILDING
REISSUE: DWELLING UNIT'S 11 BASEMENT. . . . . . . . :0 Sf
CLASS OF' WORI/,. '.Nf:.W BE`DRMS:4 BATHS:3 GARAGE. . . . . . . . . . :440 Sf
TYPE OF' L)S)F-.*1. .. . .-SF 1-1-C)OR REWIRED
fYr-*'E OF CONS'I*. '.5N FIRST. . . . .. 1090 Sf LL`:F'r. . .-5 ft RIGHT. iS ft
OC'CUI--.,ANCY GRP. 1R3 SECOND. .. . -. "723 -.f FRON"T. :20 ft REAR— : 15 ft
STORIES. . . . . . . :3 THIRD. . . ., .-402 of REOUT
HEIGH'% . . . .. . .. . :30 ft !I f SMOKE DETECTORS. I Y
1: 1-00R LOAD. . , . :40 PSf VALUE. 109810 PARKING SPACES- 10
PLUMPING
1.1AKS. . . . . . . . . . .. 1. FA-OOR DRAINS. . . . :0 PACKPLOW PREVNTRS. 0
L A V A T 0 R I ES. . . . . ..4 WATER HEATER'S. . . :1 TRAPS. . . . . . . . . . . . . . :0
U B/13)V 0 W r.7 R S. . . . .2 1 AUNDRY TRAYS. . . 91 CATCH BASINS. . . . . . . 90
WATER CLOSETS. . :3 SEWER LINE (ft*' , :0 GREASE TRAPS. . . . . . . 90
DISHWASHERS. . . . : 1 WAT'E'R LINE (ft) . '. 100 OTHER FIXTURES. . . . . .'M
CiOREIAGE D I SP. . . I RAIN DRAIN (ft) . :O
WASHING 11ACH. . . I ,:,)r:' RAIN DRAIN G., I
MECHANICAL FEES
FUEL UNIT l-iTRS. . v0 type amot.tilt by date -reept
/(3PAS/ VENTS . . . . . s@ PAYM $ 100.016 JLH 10/15/90 205812
11AX INPUTuM P T U VENT FANS. . -4 BPRT $ 458.00
1"URN ( 186K . . tO HOODS. . . . . . .. I Ptll-c $ 297. 70
I URN )=100K . . -. 1 WOODSI'OVEF.). -0 PIA."C $ 22.90
FLOOR TURN. . . . sO CLO DRYERS. : I STDG $ 600. 00
DOJA../CMr-` < 3HPI-0 CYTHER UNITS)-O S 13 D C, 1'. 375. 00
GAS OUTLETS-. 1 PARK $ 250. 00
11 P R T 1; 40.50
DAVE AMATO AND ASSOC LTD PIPLC $ 10. 13
43'.`;1 SW CLILLION BLVD M 5 P C $ 2. 03
PPR'T $ 147. 50
1:IORTLAND OR 97221 r!! r,c, $ 7. :38
1lhoiie H.- 245---2117 PA YM $ F2111. 14 JLH 11/05/90
WIVE AMATO AND ASSOC LTD
4351, SW CULLION BLVD
PORTLAND OR 97221
V:,horie #: 245-2117
..........
$ 221.1. 14 TOTAL
This permit i3 issued subject to the regulations contained in the REQUIRED INSPECTIONS
Tigard Municipal Code, State of Ore. Specialty Codes and all Other Foot/foLtnd Insp Mechanical Insp
applicable laws. All work will be done in accordance with approved Wt-r Proofing Bsm Plumb Top Out
DIA"S. ;..is perait will expire if work is not started within 181 Post/Beani Strt.tct Framing Insp
days of .,sL"ance, or if work is suspended JfRr more than 188 days. Posit/Beam Merhiii-i F*i-replace Insp
Crawl Drain GAS Line Insp
1-c-irnii.ttee Siqviatt-t-rie: PIM/Midsl.Ab Insp Instilaktiavi In p
PLM/Underfloor Gyp Board Insp
I e d P Y F t i-i q P i,ai vi P s m' t R a i.ri d r a i ii T ri s p
Call fo-r irit;peetioii - 639--41'75
C.WEN CONNECTION
F,E R 11 I'T
—0382
CITY'OFTIGrARD cn i;�� j 1:`1*-*.R MIT #. . . . . . . . SWR90
COMMUNITY DEVELOPMENT DEPARTMENT ONGON
13126 SW F4@11 BW. P.O.Box 2339 r,Tigmrd,Oregnn 97=(15(13)BU-4176 DOTE IC)SkJED.- 11/05/90
-'J'TF ADDRl:-'!35— ,. . 7081 c;W LOCU131 53T V-10RCEL: IS136AA-07100
"-'(J 1.*4 D I V I S 10 N. . . . z ()IJI1 DOWNS
ZONING:
D L 0(1 1/1.
TENONT NAME. . . . . ..
L)!.)f) NO. 43114 FIXT,)RE L)NITS.
C L()S F..; C.)F, W 0 P.V,. 14 E W DWEI LING (JI,ITTS. r. :: 1
TYKE: OF UG E. SF h10. OF BL)ILDINGS-. J.
I N!3 T11 I I... TY r-"E D U!3 W R IMPERV SL)RF(-)CE:'. .. a a sf
R(.-1114%.(,k S-
DOVE. 011(4TO AND ()SSOC LTD type �a 1110 LM t by d,-Att? .r F, pt
/+351. SW C tJ L L.10 N F.1 L V D F',RM' $ 1500. 00
INS';' $ 3`S. 00
V'O R TI F)ND OR 97221. (4 'M 1.535. 09 ;11...1.1 11/05/90
F:Ihone lit. 245-211-7
Carit-ractors
CONTRACTOR NOT ON FILE
F?17ca17Ea !t; $ 1.535. 00 TOTAL
Rtr?kI N.
REQtJTRED INSPECTIONS
This Applicant agrees to comply with a11 the rules and regulations ,ewe-r lririp(ac.,tic)ii
of the Unified Sewage Agency. The permit expires 120 days from
the date issued. The total amount oaid will be forfeited if the
permit expires. The Agency does not guarantee the accuracy of the
side sewer laterals. If the serer is not located at the measurement
given, the installer shall prospect 3 feet in all directions from —-----
the distance given. If not so located, the installer shall purchase ....... ......
a "Tar and Side Sever" Permit anti the A 6.11 1 stall a lateral.
In 1, t-t 6? S i.q 1-1 1 t-t.t P f- ,6—WIE-0 ...... .......
4ft
si S Lt%?d I{y. ................... ..................
Ca 11. f c)-r i ri s p e t i o ri 639 4 1.75
WIWIWZ MIF
CITY OF- rjGArjD fREcciF,*r OF r:,AYMENT rIEC;EIPT NO. :90 -206T,221
CHECK AMOUN f : 3646. 14
DA',)E AMATO & (IF3530C. LTD. CASH AMOUNT c 0.0(')
nDPE9S P.0. PDX 19576 PAYMENT DATE 11. '05/90
SUBVI V I S)I ON
POPTLAND . OR 9-/21c?-- 7081 SW L-OCUST/LOT 5
PURPOSE OF PAYMENT AMOUNT PAID r�'URF---'OSE OF PAYMENT AMOUNT PAID
BUILDING PERM F150'9 C 0 21 458. 00 PLUMP ING PFRM 1.x4'7.50
7".
Mr:.CHANTCAL f-"E 4C>.50 ST. D(,.)I[.,D PL'R
PLAN CHECK FE 20,7 a"3 SEWER USA SIMR90-1-03812 1500.00
M-,WVR INSPr-L,T -- ',-".JPEEl :9DC 600.00
PAP&'S SDC 00 54"OPM DRAIN fMr, 3 7t'.. 00
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j N PORTLAND, OR 9721!
.. A (503) 232-4341.
IOAlIN
CIVIL/STRUCTURA!_ ENGI EER
FAX GO1ER 8NEET AX: M03) 236-0646
DATE:
TO: 'off .TQM a - C1 y o �r1 G p 04-1211
FROM: ~_ "� �tv F a- -
COMMENTS:
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PAYTON �OWELL_
CIVIL / STRUCTURAL ENGINRER C7NSTRUCTIOM MANAGLMIN1
1211 S.E. RR AYR. PORTLAND, 01100H 97215 $03• 232• 1249
October 24, 1990
City of Tigard
13125 SM. Hall Blvd.
Tigard, Oregon
Attn1 Bob Thompson
Gentlemen:
I have reviewed the structural calculaticns for the yarage floor system
developed by Alan Mascord, Plan #21148 a d 2211.A, which is being permitted
by Dave Auto. The design is structurally �� �►d.
Enclosed are my check calculations for t1is system.
Sincerely,
PRn
Ip
Payt�bn Rowe�lll 433
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FROM:ALAN MASCORD. DESIGNC-'R TO: 303 684 7297 OCT 1.6. 1990 2: 13FM F.01
A LAn �1A' f ( ODD
Dcli � n AlIOcIATf !
1515 N, W. 23RD AVENUE
PORTLAND, OR 97210
PHONE (503) 225-9161
DATE (p• .a�j FAX (503) 225-0933
TO
COMMENTS 17, ( j 4PAGE 1 OF &
ry
44
1.14 cL 1►.bvj«4—,o r,r, r.1�—
s+w rm cwI= 1w
!-MM:,I-AN MASCORD. DESIGNER T0: 503 684 7297 OCT 16, 1990 2:14PM P.02
PREPARED BY: ALAN MASCORD DESIGNER
PORTLAND , OREGON 97210
Client: STOCK; PLAN
Pro ject c 2114B
Location: BEDRM ##4 HDR OVER POCKET DOOR
Date: 10- 16-1990
Calculation Dyc P.J.B.
Comment: USE 4 X 12 #K2 D. F.
EEA11 AND LOAD DIAGRAM
■rrrrrrrra■
Ni R2
Rte-,ar.tior) fel 2., 50',>.0 lbs. Reaction R2 = 2, 560. 0 lbs.
T,.--tai lcaati = 5,100.0 lbs.
Dimensions: Clear span Q 5- 0 feet, na overhang.
No paint 1cAd
Nc, triangular lc-ads.
Uniform beam wei0ht= 1 , 000 lbs/If ( _ 5000 lbt-.. total ) .
No uniform leads..
Dpam spaci np 12. 0 i.ncheu.
Deflection limit (live lead pli.ts dead load) c 1 /360.
r.-.-cc �:c:::::c=:: zcr._-a^.r.-��r.¢=r.c-..�_:._.__.-_.._.=r.t:acr.:..__._....r.:.rr_=-c•¢�_____-
BEAM TYPE: WOOD: FIR/LARCH 4X #
COMPUTED S1 RFSS/STRAIN DESIGN VAL. . PRCI;'ERT IFS I'.ELILII RED ACTUAl.
5hear ( lbs) 21 5O0. FV 35. U Area (Sq. I n. :' 39- -.__ r,*
Moment (ft-lbs) 3, .; .,, r� VEt I , •1O. ii Sect.Mod ulurs 50 7.1
Deflection (in, 0. 17 E 1 .70EF, Mc-m. Inertia 49 418
Actual Maximum De•flectir_mn = 0.02 inches.
Maximum Deflt-c.tion occo..irs at 2. 5 feet.
Maximum Moment cfcc�irr at 2. 71 fvt�t.
Bream sine (W •; 11) : :73 _ 1501c') •• t,y >I 1 .. ?0 ••
PFAM AREA: 39. 47
* - DETERMINING FACTOR
rPl01�•/SL../M 1 09 . DCO i OI IC" TO• OT l G• L p00 O ! .
N a
.400 —O— — — — — rr
n E_ M A RI A L_ Y!E3 I ;
14ILVAKLU LIY: LA� LUli4{F,� � �►v /e'1C►
bS�
Clients STOCK: PLAN lJ
Projects 2114B
Location: BEDRM #14 HDR AT ENTRY
Dates 10-16-1550
Calculation By: p• J•B•
Comment: USF 4 X 12 M2 D.F.
BEAM AND LOAF) DIAGRAM
r r
R1 R2
Rpaction R1 - 1, 7:50.() lhr;. Rpc-►cticln R2A = 1 ,750.0 lbs.,.
3,500.0 lbs.
Tr_Ite11 lr_IaCS =- no overhang.pimensiclns: -Clear _f;pan 3fJ- feet,------------------ - - - -----
--- .-------- - - - ----- -- __
No point lc-ads-
No triangular loads.
Uniform beam wei[7hlt- 1,000 ]hs/l f (- 3500 lbs. tcltal :► .
No uniform loads.
Ream spaciriu - 12.C► inches.
Deflect.ian limit ( hive 11-1ad plu�� dead 1 /3GCr ^�-_-._._._Q__ __.....
SEAM-TYPE. `WOOD: FIR/LARCH 4X 0
C[]MF'I)TFD STRFE„/STRAIN DE916N VAI.. PROF'1.RT'IF5- RF.C]UIRFD------ - -
------- _--- - --- -7J(-►�C'- F�---- �q��0 Area CSq. In. :► 28 V8«.
Shc��+r C l bs::► 1, 36
Mcmlent ( ft-lbtia 1 , C►CI.iJ FE 1 ,2`50. 0 Sect.Modulur-, 16 144
Deflectit!n 0n)
C►. 12 E i .70E6 Mclm_Inertia
�-�_._-ma=r-�-=_' inches. ---- _:-� -r-
Artual Ma::imum D1 -
MaXimum DeflF-ction r_,cc►.Irs at 1 .5 feet.
' r_IcCurs cat 1 .�'1 'feet.
Max 9 ml.lm M�,m�.1 c
FF?AM Size (W x F+1 '
PFAM ARTA: -x"7.63
DETERMINING FACTOR
w w ■ w
FROM:ALAN MASCORDr DESIGNER T0: 503 684 7297 OCT 16, 1990 2:15PM P.04
UtIFAM AruL- vS Y SS
PREPARED BY: ALAN MASCCIRD DESIGNER
PORTLAND I OREGON 97210
C1 ient l STOCK; PLAN
Projects 2114B
Locationi REDID GARAGE FLR JSTS (PC)1N"f LOAD RECIIMNTS)
Date: 10-16-1990
Calculation By: P. J.B.
Comment: USE (2) 2 X 12 W2 D. F. @ 12" O. C:.
PFAM AND LOAD DIAGRAM
I'1
R1 R2
Reaction R1 - 1, 034.5 lbvi. Rvaction R2 = 965.5 lbs.
Tc-tal load = x', 000.0 lbs.
Dimensir_rnsro Clear span = 14. 5 Feet, no overhand.
_
Point loadr,: P1 = 2, 000-0 lbs. at 7.0 feet.
Nr, f r i Anpll l ar 1 r,w(ls.
No uniform beam weight.
No uniform leads.
lrvani v,W,gc.;—U4 � �.'. <.� intkoem.
Du4l=s4i■►ti lirnik C1i n 1 i� p� r r�r,�rl 1:.nr1'� • 1 /71�.f1
VIL('01 TYPE. NOD. I•IULTIPLP_ 3029Trl-#!
rinmri11Trn f;TRF_.66!CTRAIM Crlvlrm I vAL. _ ;jPnPPPi ) v-; WF-I.I111 HI-I) AI 11IAI
--- -- ------------- ------- -----
Shear (lbs) -- - - 1, 034.5 FV' - 95. 0 Area (Sq. In. :) lE 32
Moment (ft-lbs) 7, 241 .4 FE 1 , 450.0 Sect.Modulus 60 60*
Deflection (in) 0. 48 E 1 . 7OEG Mom. Inertia 266 337
Actual M8Xim1_Im Deflection r 0-3,n i"Clic-s.
Maximum Deflection occl.lr£, at 7.0 ft--F t.
Maximism Moment OrClArS, at 7. 0 feet.
PFam size (W �.L-5Cl ••
PrAM ARI"A:
= DETERMINING FACTOR
FROM:ALAN MASCORD, DESIGNER TO: 503 684 7297 OCT 16, 1990 2:16PM P.05
F-3IF AM ANL- VS3 Z S
PREPARED BY: ALAN MASCORD DESIGNER
PORTLAND , OREGON 97210
Client: STOCK PLAN
Project: 2114B
Location: GARAGE FLR J'STS 000# UNIFORM LOAD)
Date: 10-16-1990
Calculation By: P.J.B.
Comments 2 X 12 @ 12" O.C. I'S ALLOWED
BEAM AND LOAD DIAGRAM
•��rrrrrrrrrrrrrrrrrrrrrrrrrr■
1
R1 R2
Reaction R1 725.0 lbs. Reaction R2 = 725.0 lba.
Total load 1 , 450.0 lbw.
Dimensi.-ris: Clear span = 14.5 feet, no overhang.
No pc-int loads.
Nc, triangular Ic-.%EJs.
Uniform beam weight= 100 lbs/If ( = 1450 lbs. total. ) .
No Uni farm loads.
Beam spacing - 12. 0 inches.
Deflvctjon limit ( live load plus dead load) : 1/360.
__c-...c..-_ ., ❑ .. =...e._...._ _ _... -.rrr.._.._c. ct-r=r=r Cr[rarCT- a.-..
BEAM TYPE: WOOD: MULTIPLE JOISTS #2'
COMPUTED STRrSS/STRAIN DESIGN VAL. PROPFRTIES RE01JIRED ACTUAL_
Sheer. ( lbs) 725.0 FV 9`;.0 Arca (Sq. In. ) 11 1G
Mc-ment (ft-lips) 2, 625.0 FES 1 , 450. 0 Sect. Modul '2.2 4
DPfluctic,n (in) 0. 4S E 1 . 70E6 Mom. Inertia 121 121.+
Ac cual Maximum lief I v c t i oto 0. 413 .i nc ,v:::.
Maximi.lm Def 1pction occurs at 7.0 feet.
Maximum Mc-ment c+cc.urs at 7.0 PMc4t.
Beam i7p (.W Y; N) . F-4.'i
BEAM ARRA: 14. 82
* = I)FTERMINING FACTOR
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CITY OF TIGARD — RECEIPT OF PAYMENT RECEIPT NO. 90—205EI 12
CHECK AMOUNT i 100.00
DAVE AMA TO & ASSOC. CASH AMOUNT a o).O(-,)
ODRESS 15351 SW CULLEN BLVD. PAYMENT DATE a 10/15/90
SUBDIVISION
PORTLAND. OR 97221 —
r*TJF'F'O5E OF PAYMENT AMOUNT PAID P01'WOSE OF PAYMENT AMOUNT PAID
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