13181 SW MORNINGSTAR DRIVE •
I
" - - - SEDIMENT FENCE
10
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•� �� ' ' _ _ �`�0,8e$. --'� BUILDING SIDEYARD SETBACK
14801 E �-% j - -- BUILDING (GARAGE) SETBACK
,--'- BUILDING FRONTYARD SETBACK
LINE OF CONC. CURB
,465
- -- - _ OPEN S 00
PACE LINE
21 ,
co8
\�___ _— O P E N SPACE
40
470 / — , -� —_ I / I_
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TYPICAL 2475
OVERHANG UNO
TYPICAL RIDGE ,�
TYPICAL HIPo
ch
TYPICAL BUILDING OUTLINE
BELOW ROOFCIO
ARRO\VS—SHOW DIRECTION --- J / ;` / 07\
\OF TYPICAL 4.5:12 SLOPE ` 1 GAR-AC2E'`FF 4 / - _\� {
CONC. _DRIVEWAY / O ell ,
EXPANSION JOI^ TS
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PROJECT SUMMARY00
SITE: MMAP/TAX
ORNINGSTAR #2—LOT#19 �
/ AX# 2S14DC 08200
LOT AREA: 11 , 135 SF
t
PROPOSED BUILDING: 2 STORY RESIDENCE
IST FLOOR: 1238 SF
2ND FLOOR 1436 Sr n
..d
TOTAL: -----2674--SF ,�`'\�1 1,\1 r \. �� �•
GARAGE: 528 SF
SCALE: 1 /8" = 1 ' — 0" DATE:
5/21 /96
131 B1 SW Morningstar Drive
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If this notice avvearsclearer than the MAY 1 91997
document, the document i.cof marginal (pullity.
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CITY OF TIGARD
DEVELOPMENT SERVICES
1315 SW Hall Blvd., Tigard,OR 97223 (503)639-4171
CERTIFICATE OF
OCCUP4NCY
PERMIT 4i. . . . . . . a MST96.-.0296
DATE: I SSUED t 02/11/97
SITE ADDRESCi. . , t 113181 SW MORNINC;STAR DRNARCELt 2S104DC--09200
JUSDIVISION. . . . s MORNINGSTAR ZONINGvR--4. 5 PD
BLOCK. . . . , . . . . . a LOT. . . . . . . . . . . . . a010
CLASS-OFwWQRK: tNE'W_..____.____.__....____.__w__..____M.__._...___.___...____,__,_...._______..,.,.____.._w_,._.--
'ryPE: OF USE. . c SF
TYPE OF CONSTR n 5N
OCCUPANCY QRP. sR3
OCCUPANCY LOAD:2
Romarkst PATH I
OwnPre
M. .J. TURNER CONSTRUCTION C9
16165 SW COLONY OP
1
TIGAVU) OR 97224
Phone #: 784-50,215
Contract ar e
M. J. TURNER CONST CO
16165 SW COLONY DR
7 1 CARD OR 97224
Phone #t 590-50'78
Req #. . t 43009
Ihie C"ertifirwate grants ucc.upency of the above referenced building or portion
1heroof and confirms that the building has been inspected for complignce with
the State of Oreyon SPer.iPIty Codes fat, the kroj ,, ac-+cupanc:y, and use undet�
which the re+ferenr_ed permit was issued.
BI.lII.. INVINSFIEC.T[]P LaU _1JIMLa OF'F-IC t i. -
P05T IN CONSPICUOUS PL.AC P
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CITY OF TIGARD BUILDING INSPECTION NOTICE <_..
Inspection Line: 639-4175 Business Phone: 639-4171
Footing Rain Drain Cover/Service FINAL:
Foundation Water Line Ceiling um .
Post/Beam Mach. Shear/Sheath Framing -Mach.
Plbg.Und/Flr/Slab Plbg. Tor,Out Insulation -Elect.
Post/Beam Struct. Moch. Rough-in Gyp. Bd, -Bldg, '�3
San. Sewer Gas Line Appr/Sdwlk Reins.
Other:
I Data: C A.M. P.M. _ Entry: -�
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u Address.
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Tenant: Ste:—_ . MST: _ ej
� BLIP: _
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THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR:
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Inspector:�� Y — --- Date:
ROVED DISAPPROVED/CALL FOR REINSP. CF CO
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CITY OF TIGARD BUILDING 1 tSPECTION NOTICE
p Inspection Line: 639-4175 Business Phone: 639-4171
Footing Rain Drain Cover/Service FIJAC:
Foundation Water Line Ceiling -Plumb.
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Post/Beam Ma h. Shear/Sheath Framingec v y „
Plbg.Und/Fir/Slab Plbg. Top Out Insulation -Eleq,
Post/Beam Struct, Mach Rough-in Gyp. Bd. - Idg.
San. Sewer Gas Line Appr/Sdwlk Reins.
Other: / f !ae
Date: A.M._ P.M. ry.
_ Ent
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Address:
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Tenant: Ste: ._'MST: ase'
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Inspector: Date:
APPROVED DISAPPROVED/CALL FOR REINSP. CF CO
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CITY OF TIGARD BUILDING INSPECTION NOTICE
j Inspection Line: 639-4175 Business Phone: 639-4171
Footing Ralr Drain Cover/Service FINAL:
Foundation Water Line Ceiling -Plumb.
Post/Beam Mach. Shear/Sheath Framing -Mech.
Plbg.Und/Fir/Slab Plbg. Top Out Insulation
Post/Beam Struct, Mach. Rough-in Gyp. Bd. -Bldg,
San. Sewer Gas Line Appr/Sdwlk Reins.
Other:
Date: —�— —c- _ A.M._P.M. Entry:
Address: �?� A_ !
Tenant:_ Ste: ��± _
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Con/Own: c��'`, MEG'
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( i THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR:
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639-4171 r rl
Footing Rain Drain Cover/Service FINAL: ou
Foundation Water Line Ceiling -Plumb. O
Post/Beam Mach, Shear/Sheath Framing -Mach. Y�� + �
Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect
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Post/Beam Struct, Mach, Rough-in Gyp. Bd. -Bldg.
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San. Sewer Gas LineSdwl Refns.
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Other:
Date: 1 I AM, P.M. Ent
� Address:
Tenant: MST:
Con/Own: BUP:
MEC:
PLM: _
THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: —
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Date: l '2Gn
6LIVED _DISAPPROVED/CALL FOR REINSP. CF CO
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639-4171 /
Footing Rain Drain Cover/Service FINAL:
Foundation Water Line Ceiling -Plumb.
Post/Beam Mach. Shear/Sheath Framing -Mech.
Plbg.Und/Flr/Slab Pibg,Top Out Insulation -Elect. '''s'" ,..j
Post/Beam Struct, Mech. Rough-in Gyp. Bd. -Bldg.
San. Sewer Gas Line Appr/Sdwlk Reins.
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Date: A.M. P.M._— Ent
Address: , �S f Ct.) 6aq)i d (s''9
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Tenant: Ste:,_--_ MST:
Con/Own: T�t./L���. -SU Zis MEC:
PLM:
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THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: ,
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Inspect Date:Jae
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639-4171
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t' Footing Rain Drain Cover/Service FINAL: Y
Foundation Water Line Ceiling -Plumb.
Post/Beam Mech. Shear/Sheath Framing -Meth. I
Plbg.Und/Flr/Slab Pibg.Top Out Insulation -Elect.
Post/Beam Struct. Mech. Rough-in yp, -Bldg.
# San. Sewer Gas Line Appr/Sdwlk Reins.
Other:
Date: A.M. P.M. Ent
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' 11�tiE�i�' u`. Address:
fa +�ifilt, , Tenant: —�_--- --- --- Sk. MST:
Con/Own: -� _ --- ----- MEC:
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THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639-4171
Footing Rain Drain Cover/Service FINAL
Foundation Water Line Ceiling -Plumbs p r
Post/Beam Mech, Shear/Sheath Framing -Mach.
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PIbg.Und/Flr/Slab Pibg. Top Out Insulation
r�w�?r�^r Pyr
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Gas Line Appr/Sdwlk Reins. Y"+n�61'
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Date: _ A.M. P.M, Entry: ,
i i fir k Address:
4 ��frFF� Tenant: Ste. MST:
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THE FOLLOWING CTIONS ARE REQbIRED: ELR:
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Inspector: _. Date: 'a1up y t31 .
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639-4171 '
Footing Rain Drain Cover/Service FIN
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Foundation Water Line Ceiling -Plumb.
Post/Beam Mach, Shear/Sheath Framin Mech.
!-IIbg.Und/Flr/Slab Plbg.Tcp Out Insulatio -Elect.
Post/Beam Struct. Mech Rough-in Gyp. Bd. -Bldg.
San. Sew Gas Line Appr/Sdwlk eins
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i Date: �O 4 "_ rj �e A.M. P.M. Entry: _
Address: b ti
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BLIP: —_
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THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: l
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APPROVED _DISAPPROVED/CALL FOR REINSP. CF CO `
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CITY OF TIGARD BUILDING INSPECTION NOTICE �spection Line: 639.4175 Business Phone 639-4171
Rain Drain
Cover/Service FINAL
Foundation Water Line Ceiling -Plumb.
i
Post/Beam Mech. Shear/Sheath Framing -Mech.
Plbg.Und/Flr/Slab Plbg, Top Out Insulation lec.!
Post/Beam Struct. Mech. Rough-In Gyp. Bd. Bld
San. Sewer Gas Line g
Appr/Sdwlk Reins,
Other:
Date:
i P.M. Entry:
i Address: _�� '
Y Tenant:
Ste:
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PLM: q `
THE FOL CORRECT10NS ARE REQUIRED: ELC — 1
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Inspector: ._ Date:
APPROVED _DISAPPROVED/CALL FORREINSP. CF CO
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I CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639 4175 Busineshone: 6 4171WZ
Footing Rain Drain Cover/Servic FINAL:
Foundation Water Line Ceiling �' -Plumb.
Post/Beam Mech, Shear/Sheathramin 1 -Mech.
I Plbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect.
Post/Beam Struct. Oilech. Roug jin ✓ Gyp. Bd. -Bldg.
San. Sewer Appr/Sdwlk Reins.
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THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR:
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Inspector: -- — _ _.-5.1 -- -- -- —-- Date: (� 7452
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639-4171
Footing
Rain Drain Cover/Service FINAL:
Foundation Water Line Ceiling -Plumb,
Post/Beam Mach, Shear/Sheath Framing -Mech. r,u. r ■
9rr , +t'� •� ,
Plbg.Und/Fir/Slab Plbg. Top Out Insulation -Elect. a
Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. r `
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San. Sewer Gas Line Appr/Sdwlk Reins. ial rc''i Fr;
Other:
Date: _ A.M. P.M. Entry:
Address:
Tenant: MST:
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Con/Own:_
BLIP:
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THE FO LOWING CORRECTIONS ARE REQUIRED: ELR:
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Date:
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639-4171
Footing Rain Drain Cover/Service FINAL:
Foundation Water Line Ceiling -Plumb.
Post/Beam Mach, Shear/Sheath Framing Mach.
Plb .Und/Fir/Sla
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PosUBeam Struct, Msch. Rnugh-in Gyp. Bd. -Bldg.
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Other: ✓(..O �`-r�.__�!,� �.
Date: Z e A.M. P.M. Ent
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Address:
Tenant:
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BLIP: f
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639-4171
Rain Drain Cover/ServiceFooting . tr+
5 FINAL:
Ceiling -Plumb
Water LineFoundation
-Meth.
Post/Beam Mech. Shear/Sheath m n ra ' rs' eR R
PIbg,Und/Flr/Slab Plbg.Top Out Insulation
-Elect. rby
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San. Sewer as Line' Appr/Sdwlk Reins.
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Other:
Date: A.M. —P.M. Entry:
Address:
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THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR:
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639.4171
Footing Rain Diain �ove-r/Sere FINAL:
Foundation Water Line Ceiling -Plumb.
Post/Beam Mach. Shear/Sheath Framing -Mach.
Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect.
Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg.
San. Sewer Gas Line Appr/Sdwlk Reins,
Other: — f
Date: A .—P.M.— Ent : 11
Address: — L--
Tenant: Ste:,_ MST: — C),�aR
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Con/Own
:
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PLM: _
ELC:
I THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR:
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Inspector: - Date,
j APPROVED _DISAPP OVED/CALL FOR REINSP. CF CO
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639-4171
Footing Rain Drain Cover/Service FINAL.
Foundation Water Line Ceiling -Plumb.
Post/Beam Mech. Shear/Sheath Framing -Meeh.
Plbg.Und/Flr/Slab Plbg. Top Ou! Insulation -Elect.
Post/Beam Struct. Mech, Rough-in Gyp. Bd. -Bldg.
San. Sewer Gas Line Appr/Sdwlk Heins,
Other: LL ieL'4
Date — oZ�/" 6— A.M. —P.M. Entry:. ---
Address
Tenant: --- Ste:
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Con/Own: MEC:._
PLM: _
ELC:
THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR•
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Inspector: . Date:
— F'FROVED DISAPPROVED/CALL FOR AEINSP CF CO `
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CITY OF TIGARD BUILDING INSPECTION NOTICEINA
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Inspection Line: 639-4175 Business Phone: 639-4171
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Foundation
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Post/Beam Mach. Shear/Sheath Framing -
Plbg.Und/Flr/Slab Plbg. Top Out Insulation
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San. Sewer Gas Line Appr/Sdwlk
Reins.
Other: 77,
Data: (p ---
+ A.M. P.M,
Entry;
� Address:
Tenant:
— Ste: ST:
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Con wn:-'�–�s2 BLIP:MEC:
11 PLM: --"_
I THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR;
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APPROVED _.DISAPPROVED/CALL FOR REINSP, CP CO
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639.4171
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Footing Rain Drain Cover/Service FINAL:
Foundation Water Line Calling
---` g •Plumb
osUBeam Mac Shear/Sheath Framing -Mech..
PIbg.Und/Fir/Slab Plbg. Top Out Insulation -Elect,
osUBeam t. Mech. Rough-in Gyp. Bd. -Bldg. ilk
San, Sewer Gas Line A r/Sdwlk
PP Reins.
_ Other:
Date: 5 _ A.M.—P.M. Entry:
Address: k,1�1"'�E'r
Tenant: _ __��� Ste: MST: _ _�0�2
Con/Own: •7�Y Z- MEC.
PLM:
THE FOLLOWING ORRECTIONS ARE REQUIRED: ELR:
C.ee K--� s vvj CA
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Inspector: — Dater
APPROVED ___DISAPPROVED/CALL FOR REINSP. CF CO
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CITY OF TIGARD BUILDING INSPECTION NOTICE
�,'Llj,pr'', Inspection Line: 639-4175 Business Phone; 639-4171
Footing Rain Drain Cover/Service FINAL;
Foundation Water Line Ceiling -Plumb,
+:
Post/Beam Mach. Shear/Sheath Framing -Mach,
g.Und/Flr/Slab Plbg.Top Out Insulation -Elect.
Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg.
San. Sewer Gas Line Appr/Sdwik Reins.
Other: _
Date: A.M. _P.M. Entry:
Address:
Tenant: Ste:_ MST: _!7_40 _0 'L
CIA
BLIP:
Con/Own: ?3 �—� MEC:_
PLM:
} ELC:
f THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR:
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Inspector: —_—_ Date:
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PROVED —DISAPPROVED/CALL FOR REINSP. CF CO
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639-4171 .
Footing ain Drain Cover/Service FINAL:
Foundation Water Line Ceiling -Plumb. I I
Post/Beam Mech. Shear/Sheath Framing -Meth.
Plbg.Und/Flr/Slpb Plbg. Top Out Insulation -Flect
POSt/Bearn Struct, Mech Rough-in Gyp. Bri. -Bldg.
-gan..e er Gas Line Appr/Sdwlk Reins.
Other: --
Date: —f- —1--► � A.M. _ P.M. Entry,
Address: yjj'a�' L_
Tenant: - Ste. MST:
Con/Own: u--L a Z — -
MEC:
PLM:
THE FOLLOWING CORRECTIONS ARE REQUIRED ELR: _
I pector:
--—���—. -- - - Date:
APPROVED DISAPPROVED/CALL FOR REINSP. CF CO
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639-4171x
Footing Rain Drain Cover/Service FINAL:
Found Water Line Ceiling Plumb.
Post/Beam Mach. Shear/Sheath Framing
-Mach. 4
a -Elect.
PIby.Und/Flr/Blah Plbg. Top Out Insulation
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1 Post/Beam Struct. Mach, Rough-in Gyp. Bd. Bldg.
A r/Sdwlk Reins,
San. Sewer Gas Line pp
Other:
Date: �' Z �o - P.M. Entry:
�
Address
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Tenant: 4� Ste:_- -- - MST:y
� BUP
Con/Own 1 N 1, ��Z y_e--4.- --- - MFC:
PLM.
ELC: _
THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR:
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__j%'.fPROVED —DISAPPROVED/CALL FOR REINSP. CF CO 1
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CITY OF TIGARD BUILDING INSPECTION NOTICE li
+ll w Inspection Line: 639-4175 Business Phone: 639-4171
Fuotin
! Y. 9 Rain Drain Cover/Service IFINAL
u ation Water Line Ceiling -Plumb,
Post/Beam Mech, Shear/Sheath Framing -Meeh.
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PIbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect,
Post/Beam Struct. Mech, Rough-in Gyp. Bd. -Bldg. ext;" ref;^if
i San. Sewer ' f�Msl;xYr '{+tytr v. yI' 'i
' Gas Line Appr/Sdwlk Reins.
Other:
Date: 7` 5 — I A.M. P.M. Entry:
Address: FY 5 L0 /[i(v�7�w�
Tenant: Ste: MST: l 02%
Con/Own: Tc.'(.'x c-L �s BLIP:
-- ` MEC:
�)LPLM: . ^ f`
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THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR•
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Ins ctor: Date:' ��7� `
—APPROVED —DISAPPROVED/CALL FOR REINSP, I
CF CO �
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CITY OF TIGARD
13125 S.W. HALL BLVD.
TIGARD, OR 97223
IMPORTANT PERMIT NOTICE
REINHARDT PLUMBING (JOHN)
P O BOX 129
NEW'BERG OR 97132
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Plumbing Signature Form
Permit #. . . . : MST96-0298
Date Issued. : 06/27/96 I
Parcel . . . . . . . 2S104DC-08200
Site Address : 13181 SW MORNINGSTAR DR
Subdivision. : MORNINGSTAR
ri
Block. . . . . . . . Lot : 019
Zoning. . . . . . . R-4 .5 PD �"IS
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Remarks:
PATH I
Your company has been indicated as the plumbing contractor for the permit indicated above. In order
for the plumbing permit to be valid, please have the appropriate individual from your company sign ;r
below and return this Plumbing Signature Form prior to the start of work. No plumbing inspections
will be authorized until this completed form is received.
AN INK SIGNATURE IS REQUIRED ON THIS FORM
OWNER: PLUMBING CONTRACTOR:
M.J. TURNER CONSTRUCTION CO REINHARDT PLUMBING (JOHN) 's
16165 SW COLONY DR P O BOX 129
TIGARD OR 97224 NEWBERG OR 97132
Phone # : 784-507.5 Phone # :
Reg # . . . 001870 ,
^-,
Signature of Authorized Plumber '
Please return this completed form to the address above. k`
ATTN: Building Dept.
If you have any questions, please call 639-4171, ext. #310
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CITY OF TIGARD
13125 S.W. HALL BLVD.
TIGARD, OR 97223
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IMPORTANT PERMIT NOTICE
CHEROKEE ELECTRIC CO
PO BOX 230230
TIGARD OR 97281
Electrical Signature Form
Permit # . . . . : 1IST96-0298
Date Issued. : 06/27/96
Parcel . . . . . . : 2S104DC-08200 ;»
Site Address : 13181 SW MORNINGSTAR DR
Subdivision. : MORNING,STAR
Block. . . . . . . . Lot : 019
Zoning. . . . . . . R-4.5 PD
Remarks :
PATH I
Your company has been indicated as the electrical contractor for the permit indicated above. In
order for the electrical permit to be valid, the signature of the supervising electrician
is required.
Please have the appropriate individual from your company sign below and return this Electrical
Signature Form prior to the start of work. No electrical inspections will be authorized until
this completed form is received. k
AN INK SIGNATURE IS REQUIRED ON THIS FORM
OWNER: ELECTRICAL CONTRACTOR:
M.J. TURNER CONSTRUCTION CO CHEROKEE .ELECTRIC CO
16165 SW COLONY DR PO BOX 230230
TIGARD OR 97224 TIGARD OR 97281
Phone # : 784-5025 Phone # :
Reg #. . : 35681
X _
Signature ::iii StIll)ervismg1!;rlectn is an k
Please return this completed form to the address above.
Jo
ATTN: Building Dept.
If you have any questions, please call 639-4171, ext. #310
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CITY OF TIGARD PIASTER . . . .
1=HERMIT ##. . . . . . . MSl'96--029EI yi ;
DATE ISSUED: 06/27/96
COMMUNITY DEVELOPMENT DEPARTMENT
13126 SW Hall Blvd.Tigard,Oregon 97223.6199 (603)639-4171 I-'ARCEL: 2S 104DC--l?18"100
SITE ADDRESS. . . : 13181 SW MORNINGSTAR DR
SUBDIVISION. . . . : MORNINGS'TAR ZONING: R-.4. 5 P,D
BLOCK. . . . . . . . . . . LOT.. . . . . . . . . . . . . :019
r Remarks: PATH I
--------------------------------------------------------------- BUILDING ----------------------------------- ----------------------
REISSUE: STORIES...., .: 2 FLOOR AREAS--- ----- BASEMENT...: 0 sf REQUIRED SETBACKS---- RFQUIRED--
CLASS OF WORK.:NEW HEIGHT...... .: 23 FIRST....: 1238 sf GARAGE.....: 528 sf LEFT...,.,....: 8 SMOKE DETECTRS: Y
TYPE OF USE,.,:SF FLOOR LOAD...,: 40 SECOND...: 1436 sf FRONT....,.,.,: 20 PARKING SPACES: I t
TYPE OF CONST.:5N DWELLING UNITS: I FINBSMENT: 0 sf RIGHT.........: 10 ;t
OCCUPANCY GRP.:R3 BDRM: 3 BATH: 3 TOTAL------: 2674 sf VALUE-$: 181930 REAR..,.......: 80
--------------------------•-----------------------------•-------- PLUMBING ---------------------------•------ ------
- -
SINKS.,.......: 1 WATER CLOSETS.: 3 WASHING MACH..i i LAUNDRY TRAYS.: 0 RAIN DRAIN ft: 0 TRAPS...,,,...: 0
LAVATORIES....: 5 DISHWASHERS...: 1 FLOOR DRAINS.,: 1 SEWER LINE ft: 0 SF RAIN DRAINS: I CATCH BASINS..: 0
TUB/SHOWERS...: 3 GARBAGE D1SP.,: 1 WATER HEATERS,: 1 WATER LINE ft: 100 BCKFLW PREVNTR: 1 GREASE TRAPS..: 0
OTHER FIXTURES: 0
-------------------------------------------------------------- MECHANICAL --------------------------------------------------------------
--------------------- - -- -----
- - - -----------------------------
FUEL TYPES------------- FURN ( l00K ..: 0 BOIL/CMP ( 3HP: ? VENT FANS,....: 4 CLOTHES DRYERS: 1
/GAS/ / / FURN )=ION ..: I UNIT HEATERS..: 0 HOODS.........: 1 OTHER UNITS..,: 1
MAX INP.: 0 BTU FLOOR FURNACES: 0 VENTS....,....: 0 WOODSTOVES,.... 0 GAS OUTLETS...: 1
-------------------------------------------•------------------- ELECTRICAL ---------------------------------------------------------------
—RESIDENTIAL UNIT--- ---SERVICE/FEEDER---- --TEMP SRVC/FEEDERS-- ---BRANCH CIRCUITS--- ----MISCELLANEOUS---- --ADD'L INSPECTIONS--
1000 SF OR LESS: I 0 - 200 amp.,: 0 0 - 200 amp..: 0 W/SVC OR FDR.,: 0 PUMP/IRRIGATION: 0 PER INSPECTION: 0
EA ADD'L 500SF,: 5 201 - 400 amp..: 8 201 - 400 amp.,: 0 1st W/O SVC/FDR: 0 SIGN/OUT LIN LT: 0 PER HOUR......: 0
LIMITED ENERGY.: 0 401 - 600 amp..: 0 401 - 600 amp..: 0 EA ADDL BR CIR: 0 S1GNA1./PANEL..,: 0 IN PLANT......: 0
mANF HM/SVC/FDR: 0 601 - 1000 amp.: 0 601+amps-I000 v: 0 MINOR LABEL -10: 0
1000+ amp/volt.: 0 ------------------------------------ PLAN REVIEW SECTION ----------------------------------
Reconnect only,: 0 )=4 RES UNITS..: SVC/FDR)=225 A.: ) 600 V NOMINAL: CLS AREA/SPC OCC:
------------------•----------------------------•----- ELECTRICAL - RESTRICTED ENERGY ---------•---
A. SF RESIDENTIAL--------------------------- B. COMMERCIAL--------------------------------------------------------------------------------
AUDIO Il STEREO.: VACUUM SYSTEM,.: AUDIO 8 STEREO.: FIRE ALARM.....: INTERCOM/PAGING: OUTDOOR LNDSC LT:
BURGLAR ALARM..: OTH: :: X BOILER.........: HVAC.........,.: LANDSCAPE/IRRIG: PROTECTIVE SID&:
GARAGE OPENER..: CLOCK..........: INSTRUMENTATION: MEDICAL........: OTHR: N
HVAC...........: DATA/TELE COMM.: NJRSE CALLS....: TOTAL # SYSTEMS: 0
Owner: -----------------------------------Contractor: ------------------------------ TOTAL FEES:$ 4693.70
M.J. TURNER CONSTRUCTION CO M.J. TURNER CONST CO
16165 SW COLONY DR 16165 SW COLONY DR
TIGARD OR 97224 TIGARD OR 97224
Phone #: 784-5025 Phone #: 590-5078
Reg #..: 43009
This permit is issued subject to the regulations contained in the 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 is suspended for more than 180 days.
----------------------------------------------------------- REQUIRED INSPECTIONS -------------------------------------------------------------
Footing Inso PLM/Underfloor Framing Insp Gas Fireplare Water Service In Building Final
Foundation Insp Mechanical Insp Shear Wall Insp Insulation Insp Appr/Sdwlk Insp Erosion Control
Post/Beam Struct Plumb Top Out Low Voltage Gyp Board Insp Electrical Final _
Post/Beam Meehan Electrical Servi Fireplace Insp Rain drain Insp Mechanical Final
Crawl Drain Electrical Gas Line Insp Water Line Insp Plumb Final
I-'far mittee i7.yndt .fr^r� : � •. `”
s,sue d Id:K
Call for- insprectiorn - 639--417`,:
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PERMIT
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. CITY OF TIGARD DATEIISSUED: 06/27/1966.0284
COMMUNITY DEVELOPMENT DEPARTMENT r 5
131268W Hall Blvd.Tigard,Oregon 07223.6109 (603)839-4171 PARCEL: :'S 104DC-0824.x0 tt
SITE ADDRESS. . . : 1 :3161 SW MORN INGSTAR DR
SUBDIVISION. . . . : Mi:IRNINGSTAR "ZONING: R-4. 5 Pb �
BL.UCV . . . . . . . . . . LDT. . . . . . . . . . . . . :019
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TENANT YNAME. . . . . . -_.---------. .____________._
USA NO. . . . . . . . . . : FIXTURE UNITS. . . : 0
CLASS OF WORK. . . :Ni=W DWELLING UNITS. . : 1
TYPE OF USE. :SF NO. OF BUILDINGS: i
1 I NSTALL TYPL.. . . . :BiJSWR I MPERV SURFACE: 0 s f
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i Remarks: PATH I
I (�wner. ____.____..__.___.______._________.__.---____.____-----.-•----_____ FEES -----------------
11- J.
-------•-_-__---
11- J. TURNER CONSTRUCTION CO type amount by date recpt
161,-'%5 SW COLONY DR PRMT $ 2200. 00 J'SD 06/27/96 96-281115
i INSP 1; 35. 00 JSD @6/G:7/96 96-281115
1 f 1 GARD OR 97224
1 Phone #: 784-50215
CUN-f RAC TOR NO-T ON FILE
--------------------------------------------
Phone
__.----_-_-----•----•-•-----------•-------
Phone #: It 2235. 00 TOTAL_
Rey #. .
REQUIRED INSPECTIONS -------
I
This Applicant agrees to comply with all the rules and regulations bpwer Inspection
of the Unified Sewage Agency. The permit expires 180 days from
the date issued. The total amount paid will be forfeited if the
permit expires. The Agency does not guarantee the accuracy of the _�_�_�_p•____ __ __��_._._.. ___
r side sewer laterals. If the sewer 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 "Tap and Side Sewer" Permit and the Agency will install a lateral. _•_____�_ _ �_�. _
Permittee Signati_rr
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Call for inspection — 639-4175
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Residential Building Permit Application
City of Tigard
13125 SW Hall Blvd. .�
Tigard, OR 97223
(503) 639-4171
Jobsite Address: r I SuJ rs~I o RN i iv GJmt4t
Subdivision: r00 RN I N GS7-PWe Lot# /a--_ Office Use QAly I
Valuation: - `�® /b/} `'_ :� — Contact Date C-LL �' � nits Is-
t Result /`, ,n - �C 5e(.!' �iL�t�cea�
New Construction Only: (Square Footage) i�
Planck/Rec# (7,- (LI{z-
House: 2t'V7�{ Garage: .S LS Permit# ryi Yk,. a .oA
Reissue of i
Corner Lot? Y , Flag Lot? Y �N Map&TL# 7-717i F) L400 _
Zone ('�-U•
Owner: 1 l l.:I . T U r�IV C Jw�7a��'�Z/ �rU Cp, Plat*
Address: 1 4e 1 (ss, 'S U. C�.�N 1e Approvals Reau(�e�
'1 K.0, L iZ _Y 7 Z 2 y Planning Setbacksl`, —Solar
Engineering
Phone: (SO J ) 7 �`� c� � —-- Other �CQ. C r --r
-
Phone:
Contractor: _ rl itI r-. AS ii J rj V&
Address. _ Subcontractors;
Truss Details
Other
Phone: Ls_1_— — -- Noted �yyAn�-
Contractor's License# LD ham ' '_, y u y K
(attach copy of current Oregon license)
Contact Name: 11 LDL i' U S� LA-
Contact Phone: L-y�?i `_�s'y S,U,z.S
Subcontractors: k�(�• Architect/Engineer: J L)6N
Plumbing: Ci N 6. '1r l 121-�-)-- Advdr�ess: � LAS OrY)I171I �N 1�u4i G "y !
Mechanical: F' L4
(attach copy of current OR Contrac or's License)
Electrical: _Ch c r o kt-e c t~ I z d. i c ( ; x / Phone:
JOB DESCRIPTION: C/�- ' f
Applicant Signature `t ' Applicant Phone number
Received by: Date Received C-C '76
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Permit;0 Account Description Amount Amt. Pd. Bal. Due
Bldg. Permit (BUILD) !?8_� _ (1_;F�
Plumb. Permit (PLUMB) <<< 225
Mach. Permit (MECN) `/'' y� 4
F_LG
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Stato Tax (TAX) N y v
Bldg: �►.s
Plumb:
Mach:
�1act�ic..1 /3,7
Plan Check (PLANCK) Vin` v
7
Bldg: 111,140
Plumb:
Mach: 110,1S /l L
11,2,S
SW'9G o;,Ny Sewer Connection (SWUSA) 21
Sewer Inspection (SWINSP) 3
3�
Parks Dev Charge (PKSDC) ��so lct5i.
Residential TIF (TIF-R) /1/7U
Mass Transit TIF (TIF-MT) 12-0
Commercial TIF {TIF-C)
Industrial TIF (TIF-1)
Institutional TIF (TIF-IS)
Office TIF (TIF-C)
Water Quality (WQUAL) /btu /*10 —
Water Quantity (WQUANT) /6)0
Fire Life Safety (FLS)
Erosion Cntrl Permit (ERPRMT)
Erosion Planck/USA (ERPLAN) ;)o, 0o -A),bo
Erosion Planck/COT (EROSN) 2, So
TOTALS:
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Solar Balance Point Standard Worksheet
Address
Box A calculations: North-South dimension for the lot. Box A:
This dimension is determined by finding the midpoint of the North lot line and drawing
an intersecting line perpendicular to that point.
First, determine which property fine is the North lot line. The North lot line is the line
with the smallest angle from a line drawn east-west and intersecting the northern most �+
point of the lot.
450-0.
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North-South
Dimension for Lot:
Measure '! e distance from the midpoint of the North lot line to the South lot line along
the desc ,ed line.
feet
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Box B ca, ations: Shade point height for your residence.
Box B:
1, Dete-niine whether measurements will be based on the peak or eave of your
strut' ,re. The orientation of the ridge is also important. Which describes
your residence? `
vCaKsc)uN X001
1a: If the roof line runs North-South, measurements will (circle one)
re based on the peak of the roof. 0—C,
❑❑ ��
WON__10. -I A C
!F the roof line rL! , East-West and the roof pitch is
less than 512, r isurements will be based on the
eas e. 1
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E POM EA%E
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1';: If the roof line runs East-West and the roof pitch is
5/12 or steeper, measurements will be base on the n
peak.
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Box B. continued Box B:
2. Measure change in elevation from front property line to finished floor elevation. If
the lot slopes up from the frcnt lot line to the foundation, the figure is positive. If ,_
the lot slopes down from the front lot line to the foundation, the figure is negative. ft
3. M,2asure distance from finished floor elevation to the affected peak/eave. + Z_ ft
-t. If the roof line runs North-South, deduct three feet. If the roof line runs East-West, ft
deduct nothing.
5. Subtract one foot for each foot of difference in elevation from the front property
line to the rear property line, if the lot slopes up from the front to the rear. If the
lot has no slope or slopes up from the rear to the front, deduct nothing. ft
6. Total figure for box B: "L _ ft
Box C. Distance to the shade reduction line. Box C:
1. Measure the distance from the North property line to the foundation near the ZZ ft
affected peak/eave.
2. iMeasure the distance from the foundation to the affected peak or eave. +
3. Total figure for box C: S' ft >Fj
It is most useful to draw a vertical line to represent the appropriate figure found in box "A"and a horizontal line to represent the
appropriate figure found in box "C The intersection of the vertical and horizontal lines determines the value found in box "D The value
in box "D"should be compared to the value in box•8'; if the value in box "Vis less than or equal to the value found in box ''D", then
the building is in compliance with the solar balance code. 1.you have any questions, please contad us at 639-4171, x304 or at the
h Community Development Counter. Y+'
MAXIMUM PERMITTED SHADE POINT HEIGHT (In Feat) `a
'1 Distance to North-south lot dimension (in feet)
shade 100+ 95 90 85 80 -5 70 65 60 55 50 45 40
reduction line !
from northern
lot lin (in feet) _
i0 -10 40 40 41 42 4.3 -t-t
65 38 38 38 39 40 41 42 43
61) 36 .16 36 37 38 39 40 41 42 `
55 34 ;4 34 35 36 37 38 39 40 41
50 32 32 32 33 341 § 36 37 38 39 40
!; 30 30 30 31 32 34 35 36 37 38 39
S
40 28 23 28 29 30 31 32 33 34 35 36 37 38j
35 26 26 26 2- 28 29 30 31 32 33 34 35 36 f
30 2-1 24 2-1 25 26 27 28 29 30 31 32 33 34
r 23 22 22 22 23 24 25 26 2.. 28 29 30 31 32
20 20 20 20 21 22 23 24 ZS 26 27 28 29 30
15 18 13 18 19 20 21 22 23 24 25 26 27 28
10 16 16 1 b 1- 18 19 20 21 22 23 241 25 26
r
5 14 1.1 1a 13 16 1- 18 19 20 21 22 23 24
Box D. Maximum allowed shade point hei;ht: �N feet
a
,:�.,p kC yMA71M1'1'}W� r uyyy Mr'!
F, '"y " A
Solar Balance Point Standard Worksheet
Address 1-MI 6W �1.
i
Box A calculations: North-South dimension for the lot. Box A:
This dimension is determined by finding the midpoint of the North lot line and drawing
an intersecting line perpendicular to that point.
First, determine which property line is the North lot line. The North lot line is the line
wish the smallest angle from a line drawn east-west and intersecting the northern most
pcint of the lot.
.�,�,..�. 45'-..
t t
C"I�
N �
North-South
Dimension for Lot:
ilyleasure the distance from the midpoint of the North lot line to the South lot line along r
the described line.
feet
t
N
�NCRII}$OLM4 pU1fP6K;N�
V /
Box B calculations: Shade point height for your residence.
1. Determine whether measurements will be based on the peak or cave of your Box B:
structure. The orientation of the ridge is also important. Which describes
your residence?
1 a: If the roof line runs North-South, measurements will '�" A
� (circle one)
be based on the peak of the roof.
coo_CT
113 1C
1 b: If the roof line runs East-West and the roof pitch is
less than 5/12, measurements will be based on the
eave.
SHACE�C:N'_ate
1c: If the roof line runs East-West and the roof pitch is �.
5/12 or steeper, measurements will be based on the
beak.
twLf 'til :D.:F
� i i
,:- !'A
..... 71,y;i
Box B. continued Box B:
I 2. Measure change in elevation from front property line to finished floor elevation. If
the lot slopes up from the front lot line to the foundation, the figure is positive. If
j the lot slopes down from the front lot line to the foundation, the figure is negative. ft
3. Measure distance from finished floor elevation to the affected peak/eave. + Z 3 h ft
4. If the roof line runs North-South, deduct three feet. If the roof line runs Fast-West, 7 ft
deduct nothing.
5. Subtract one foot for each foot of difference in elevation from the front property
line to the rear property line, if the lot slopes up from the front to the rear. If the
j lot has no slope or slopes up from the rear to the front, deduct nothing. ft
i
6. Total figure for box B:
ft
Box C. Distance to the shade reduction line. Box C:
1. Measure the distance from the North property line to the foundation near the � ft
affected peak/eave.
2. Measure the distance from the foundation to the affected peak or eave. 4- -,
ft
3. Total figure for box C:
ft
It is most useful to draw a vertical line to represent the appropriate figure found in box "A"and a horizontal line to represent the Cp
appropriate figure found in box "C". The intersection of the vertical and horizontal lines determines the value found in box"D". The value
in box "D"should be compared to the value in box "B"; if the value in box "B"is less than or equal to the value found in box "D", then r};
the building is in compliance with the solar balance code. If you have any questions, please contact us at 639-4171,x304 or at the
�t
Community Development Counter. <<
MAXIMUM PERMITTED SHADE POINT HEIGHT (in Feet) ;
Distance o
I North south lot dimension(in feet)
shade 100+ 95 90, 85 80 75 70 65 60 55 50 45 40 1"
reduction line ['
from nort'fern
lot line(in feet,
0 40 40 40 41 42 43 44 ;r
t'3 38 38 38 39 40 41 42
43
60 36 36 36 3; 38 39 40 41 42
55 34 34 34 35 36 37 38 A 40 -11
50 32 32 33 33 34 35 36 .37 38 39 40
-3 30 30 30 31 32 33 34 35 36 37 38 39
40 28 23 28 29 30 31 32 33 34 35 36 37 38
-- 35. -16 26 26 27 28 29 30 31 32 33 34 35 36
24 24 245 26 27 28 29 30 31 32 33 34
23 22 22 22 23 24 25 26 27 28 29 30 31 32
20 20 20 20 21 22 23 24 25 26 27 23 29 30
13 1n 18 18 19 20 21 22 23 24 25 16 27 23
10 16 16 16 17 18 19 10 21 22 23 24 25 26
5 1.1 1-1 141 15 16 1 18 19 20 21 22 23 24
i
I
Box D. P0,u6mum allowed shade point height: _ feet
r;
GIrY CIF T'104.)R1) I'11:I: 11..( c)F r='0rn11=Nr RE(:t..trI NO,
C,44 A.;K 4,IMI.II.IN'1
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16165 tiff (.:(.)l ONY DR f-'fJVMI:W C DO 1'a 4'1¢,
PORTLAND OR (314
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CIVIL — STRUCTURAL ENGINEEC?S ///�����.^ FA (503)254-67hl
• �L FAX; (503)2b4-07A1
LATERAL LOAD ANALYSIS
BEAM CALCULATIONS
Tigard House
Gresham, Oregon
i
John B. Vredeveld - Architect
S:udio 8
8265 Commercial St.
La Mesa, California 91942
�E
4332 p x
OREG [
N
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lir'�1+►I�iMtO�ySiFJJ.�$1�u�1'tJ�:ii
L DINC1.UMER AND RELEASE
BUYER IIF.RFIII'WAI\1iS,R1AJ`ASFS AND RC.NUi NCFS,11.1.\1 ARR.\.\1ICS tF\I'RrSS OR IMPLIED),OBLIGATIONS.
AND LL\RI!I'l IES OF RO\1'E LI,LNGIN'LRING A DFSIG\.INC.AND ALL 01'ILP R1611TS,C'I AMIS AND RI.StEDIFS
AU,VNS 111CAAT.I.I.ENOINEERING h DI:SI(iN.i%C•. OR IMPLIED)Al 111 RESITCT TO ANI
NONCONFORMITY,I\IFROPER INS f.V.l..1 lON,V%C►RK\I,VNSIIIP OR SLUT.RIAI R
ILIIS:LL'SA4:iSlI�SS?ixS1:S21 E�"I:i�V.�1tJ�.SZT1:1'1.u.�hl3Sii:;w 1
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O1 IIF.RW ISE,FOR LOSS OR USI:,RTVF.M T.OR I'Rorrr.OR FOR AN) 0111FR INCIDLNFAL OR CO,vSrQLTN!W.
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of
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r.
' RTH ELEVATION
t
ly
-
E-
CLL
IFAST ci C-\/ ATinKi ( p-pnNIT)
UBC PROJECTED AREA METHOD
80 M.PH/EXPOSURE B
i
p.C.Cgq,1
p a 0.62 X 1.3 X 16.4 = 13.2 PSF TO 15'
po0.67X1.3X16.4 = 14.3PSFTO20'
p-0.72 X 1.3 X 16.4 = 15.4 PSF TO 25'
p=0.76X 1.3 X 164 -. 16.2 P5FTO30'
p=0.84 X 1.3 X I 0 18.0 P5F TO 40'
p=0.95X1.3X16.4 = 0.3PSFTO60'
F
Mr#
M V�
�� ,.,^* � 'kyr, b M V " $�' ' r � 1+ �r i'„ ' Vnq'7 ,i pr �` P• M�Pti.�y °�. ,� S,.r
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i
1
2 1�_
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V3 4
k3
13,2
MML
--
j WEST ELEVATION
U i 2-�— U.2(Z) 14
s+ Sk(s� 1�
i
AL
{
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l
j � }
� r
/h Y
v
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143
P.SF
{ I
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-- - -- - -- ----- 13.2
NORTH ELEVATION
V =
181')A+ 16201 11 + V5,4-
71
5,4=
F
t
a.
.,l Ale, •;M,,rr rbc?u�./i.., rw; gr �p,yr, r, ^.^t". ,.au y ,.yw7�-'" s r'nrMJ�Y`�4"i ' :
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1
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f
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SOUTH ELEVATION
X"I r ,
t
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SHEARWALL SCHEDULE 7
MARK SHEAR WALL GALV. EDGE FIELD 5/8X10 REMARKS • e
X PLF COVER BOX NAILS NAILS A.B.
NAIL O.C. U.C. O. C.
S 260 1/2" P/W 8d 6" 12" 58" Standard Shearwall - all exterior walls
unless noted otherwise.
A 250 112" GWB 5d 4" 4" 60" Mark Al is GWB one side only- 125 plf.
Both sides GWB
8 310 112" P/W 10d 6" 12" 48"
I
C 460 112" PAA 10d 4" 12" 32"
D_ 600 1/2" P/W 10d 3" 9" 24" 4X ® panel edges & staggered nailing.
E 770 1 112" P/W 10d 2" 6" 18" 4X ® panel edges & staggered nailing.
F 920 112" P/W 10d 4" 12" 16" 4X 0 panel edges & staggered nailing,
Both sides
1. All shearwallI
p ywood to be APA rated sheathing; all edges blocked; joints meet over common member.
2. Anchor bolts do not inc.ude the additional bolts for any hold-downs.
3. F!oor & roof diaphragms to be minimum 112"APA rated sheathing with 8d nails Cry 6" O.C. edges, 12" O.C. field.
4. All shearwalls and holdowns must have load path continuity to the foundation.
5. Fasten rim joist and blocking to all shearwalls with Simpson L50 ® 48" o.c. for types STD, A, B. Reduce spacing to 24"
for types C & D; 16" for types E & F; 12" for type G. Fasten rafters to exterior shearwalls with Simpson H10.
6. Header to run full length of all exterior shearwalls over 2' and under 3' in length, i
7. All wall sheathing shall extend full height, top plate to bottom plate. 1
8. Walls that are setback or cantilevered from walls below shall be nailed into double joist or blocking with 16d ® 6" o.c.
HOLDOWN SCHEDULE
MARK LOAD SIMPSON FASTENERS REMARKS y
X LBS MODEL #
0 0 None None
2 2,700 CMST12 15-16d each end Nails ® 1-1/2" o.c. staggered; HPAHD22 ® foundatior, below.
3 4,050 FTA5 (4)•3/4"A307 bolts
HDGA 0( foundation below.
4 7,600 FTA7 W-7/8" A3C7 bolts HD8A ® foundation below.
5 2,210 HPAHD22 11-16d Simpson FTM55 must be used with joisted floor system,
6 4050 HTT22 32.16d Sinkers Requires SSTB20 A.B.
J 7 5,100 HDGA (2)-718"A307 bolts Requires SSTB28 A.B.
8 7,460 HDBA (3)-7/8"A307 bolts Requires SSTB28 A.B.
1. Nails are common wire nails U.N.O. Hardware is Simpson product U.N.O.
2. SSTB anchor bolts require one #4 bar at 4" from top of foundation wall.
3. All holdowns require 4X Bost; one holdown is required at each end of a shearwall panel.
4. Minimum concrete strength — 2500 psi. `
5. All Simpson products to be installed per manufacturer's instructions.
6. Eight inch wide foundation wall is required at holdowns.
r
t
I }
Revised November 2, 1995
i
A P$._
LATERAL CALCULATIONS
PR,7JECT: _ T164) \Ao O S1-_ DATE:-
UPPER
ATE:_UPPER FLOOR1-7
PLE
pu
V4 V92,0
PLE
y. —__(___/_____�_- PLF $
PTF
V8 PLFA
14
MAIN FLOOR '
MI =`zIZ ( 1 Z = IZ��� +, ��2u # ks
d v Esc 4-16 PTF k}
= 3�oP,A u,Do-1(,4 _ PLF a
t ,� I � = 1 1 U CI + �Z �+�do-�-(o.f.-� e,S _ -
UU SZG I'
- i 1-1.13
233 p.1.L ".
sin !
J PI.F
Mb #+. PLF
l = I_� 2.2 #/ z - 5,s _ Jr 1�
_
M7_ #/ i� _ (�`�— PLF
#/ ,S = PLF
M9
_—PLEPLE
'n
+r � '",�'�iv ��Pr"� ' � ,� �;j; i t•�, Thr*':
I
> .. •,i !y 'A , P a.r 1 a { a t r
TW
1
P.
F ,
LATERAL CALCULATIONS PG,
PROJECT: DATE: 6 J o
V- `' ( > G ) = 4 LBS
D.L.-
TOTAL - Ij
R R - Fto ��i1- I��r�l�4,7o
`(3,5 LBS
Eilc,
V ( J ) - 1 J LBS
2Y '�
D.L.- VU d
TOTAL =
� 3 _
J J LBS y
D.L.=
M
TOTALIF
(t, LBS
a V-
LBS
IP N
TOTAL -
ass
--- - LBS
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ROWELL ENGINEERING & DESIGN Rv Date
soft
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CANT' 11,S1G►�IF�cA�.�T lU Rc�o E �)7
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1�,�2 e- 1v74
ROWELL ENGINEERING 4 DESIGN By
- —�— Date
1 C7 �,R�7 m, W.Pq,.r
t'
1
� s
M t �
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Mx_i z
VAR �5 M L5 -&-1 = 8' t u = doo vci-
= Ic000
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lij = 5U
fib
r = Il70 ek q
UJ X300 l
R - lgoo �x 12
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t _ - \3\3 8 t:5
ROWELL ENGINEERING & DESIGN Bti Date
Project-- � - -�- - Sheet -- -of ---��
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1 %,"",
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B E A M A N A L Y S I S
SHAKE ROOF
PREPARED FOR: Payton F. Rowell, P.E.
Portland, OR (503) 254-G292 �r 'r'
c Client: Vredeveld �'
Project: Tigard House J �
Location: RB-1 '
Date: 05-08-19' , a
Calculation By: PAYTON
ROWELL, P.E.
Comment:
s �
BEAM AND LOAD DIAGRAM
a�
P1
4
R2
Reaction R1 = 3,005.4 lbs. Reaction R?. = "
Total load = 4,419.6 lbs.
Dimensions; 7,425' 0 lbs. . • '
Lear span = 10.5 feet, no overhang.
-------------
5.
Point loads: P1 = 2,700.0 lbs.
No triangular loads, at 8.0 feet. f
Uniform beam weight= 10 lb„
Uniform loads: U1 = lbs/if (= 105 lbs. total) .
Deflection limit (live load .
Plussdeadaload) : 1/240 to .10.5 feet.
BEAM TYPE WOOD `
FIR/LARCH 6X #1
COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED UAL
ACT � I
•----------___ -
-----------------
Shear (lbs) 4 ,419.. 6 FV
Moment (ft-lbs) 10,028.6 FB 1 552 .5 Area (Sq. In. 68 �
Deflection rect.Modulus, 68*
(in) 0.53 E 1.60E6 Mom. ]:nertia 78 139
235 859
Actual Maximum Deflection = 0.14 inches.
Maximum Deflection occurs at 5.5 feet. N�CAa• ul� C�.�����w�
Maximum Moment occurs at 6.5 feet.
MINIMUM BEAM SIZE (W x H) ; 5. 500" by 12. 331"
MINIMUM BEAM AREAS In.
( q• ) : 67. 82
Q )t
,; a P'�'�
•
ij
b
M
• v V
r
B E A M A N A L Y S I S SHAKE ROOF
PREPARED FOR: Payton F. Rowell, P.E.
Portland, OR (503) 254-6292
Client: TIGARD HOUSE
Project: JOHN VREDEVELD
Location: RB-8
Date: 05-16-1996
Calculation By: PAYTON F. ROWELL, P.E.
Comment:
BEAM AND LOAD DIAGRAM
Pi P2
1 1
1 1
A A
R1
R2
Reaction R1 = 1,641.9 lbs. Reaction R2 = 4,956.1 lbs,
Total load = 6,598.0 lbs.
Dimensions: Clear span = 17.0 feet, no overhang.
Point loads: P1 = 427.0 lbs. at 6.0 feet.
P2 = 4,596.0 lbs. at 14.0 feet.
No triangular loads.
Uniform beam weight= 15 lbs/lf (= 255 lbs. total) .
Uniform loads: Ul = 120.0 lbs/lf at 6.0 feet to' !7.0 feet. Ff'
Deflection limit (live load plus dead load) : 1/240.
1
BEAM TYPE LAM 24 F GLULAM � .
COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL
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Shear_ (lbs) 4,956.1 FV 189.8 Area (Sq. In. ) 39 52
Moment (ft-lbs) 14,260.8 FB 2,760.0 Sect.Modulus 62 87
Deflection (in) 0.85 E 1.80E6 Mom. Inertia 441 441* .
Actual Maximum Deflection = 0. 85 inches.
Maximum Deflection occurs at 9.0 feet.
Maximum Moment occurs at 14.0 feet.
MINIMUM BEAM SIZE (W x H) : 5.125" by 10.3111,
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MINIMUM BEAM AREA (Sq. In. ) : 51 .82
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B E A M A N A L Y S I S SHAKE ROOF
PREPARED FOR: Payton F. Rowell, P.E.
Portland, OR (503) 254-6292
Client: TIGARD HOUSE
Project: JOHN VREDEVELD
Location: RB-10
Date: 05-16-1996
Calculation By: PAYTON F. ROWELL, P.E.
Comment:
BEAM AND LOAD DIAGRAM
♦ A
R1 R2
Reaction R1 = 4 ,032.4 lbs. Reaction R2 = 4,596.6 lbs.
Total load = 8,629.0 lbs.
Dimensions: Clear span = 17.0 feet, no overhang.
No point loads.
No triangular loads.
Uniform beam weight= 15 lbs/lf (= 255 lbs. total) .
Uniform loads: U2 = 412.0 lbs/lf at 0.0 feet to 7.0 feet.
U1 = 549.0 lbs/lf at 7.0 feet to 'i?.0 feet.
[reflection limit (live load plus dead -. oad) : 1/240.
BEAM TYPE LAM 24 F GLULAM
COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL
Shear (lbs) 4, 596.6 FV 189.8 Area (Sq.In. ) 36 58
Moment (ft-lbs) 18,724.5 FB 2,760.0 Sect.Modulus 81 111
Deflection (in) 0.85 E 1.80E6 Mom.Inertia 631 631*
Actual Maximum Deflection - 0.85 inches.
Maximum Deflection occurs at 8. 5 feet.
Maximum Moment occurs at 9.0 feet.
MINIMUM BEAM SIZE (W x H) : 5.125" by 11 . 390"
MINIMUM REAM AREA (Sq. In. ) : 58. 38
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