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STRUCJOIST ARE SPACED AT 19 . 2 L)/C AND 1 1 7 /8 SJl — 15 TYPICAL UNLESS NC)TED OTHERWISE . Ln LN
NOTE: 1) IT IS THE RESPONSIBILITY OF THE CONTRACTOR\FRAMER TO CAREFULLY READ THE STRUC,O'ST,\,STRUCLAM INSTALLATION GUIDE PRIOR TC PRODUCT PLACEMENT. W C)
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CITY OF TIGARD
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' I COMMUNITY DEVELOPMENT DEPARTMENT C.'F_ROC ANCY
OF
13125 3'N Hall Blvd.Tigard,Orogwi 97223.6199 (503)639.4171 OCCrUPAN
XXX>� PERMIT #. . . . . . . a M iT9A+ �I1c :i`
bay--4171 DATE' ISSUED: 04/24/95
PARCEL: ;2S104CA-07500
SITE ADDRESS. . . : 13369 CSW Hll_LGHIPE DR
SUBDIVISION, . . . a HILL_SHIRE .ZONING:R-7 PD !
BLOCK. . . . . . . . . . : LOT. . ._.___s075
CLnABSYOF�WOr2K.I :!VEW_._._. _ .__.._._
TYPE OF USE. . . -SF
OCCUPANCY GRP. - R3
OCCUPANCY LOAD t:�.,26 4
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TENANT NAMC. . . i
Plantar k� PATH I
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Owners -__w_._. ..______. ._._.-._...._._._._,_. ..r_._..........._.._.._.... o
DANCE CUSTOM HOME2
29100 NE PENDLE: HILL. Ri:'
NEWBURG OR 97132
Phone Mt 537-9288
C ont r•act tat.a ....__..___.__._.__w_._ ....___.__,......._._..._ _..._.
VANCE CUSTOM HOMES
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."9 100 NE PENuLE RU ,a
IVC-wWBURG OR 97133
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Wone #a 517-92188
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Peq #. . a 90533 i
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Occupancy of the above refer ens wd building is her-ec:v givon, and curt i f ier-,
9 the compliance with the State Of Oregon Specialty C.ndl: % for- the group,
llj occupancy, an Use, undet• which the refer-enc-ea per,nii.t waro 1116,Sued.
HUIt-DINL INSPECTOR BLII _ TN0FF'ICI L
POST IN CONSP I C COU!i FAL.}SCC
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspecti9p line (Re(,-O-Phone): 639-4175 Business Phone: 639-4171
Inspection: I
Footing Susp. Ceiling Sprok, Rough-in Appr/Sdwlk
Foundation Plbg. Underslab Mech. Rough-in FireplaceMill
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Post/Beam Struct. P1bg. Top Out 1_lec. Rough-in gIN'
Post/Beam Mech. San. Sower Gas Line Plbg. Underfloor Rain Drain Framing
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Alarm Water Line Insulatinn
Urderflr. Insul. Shear Wall Gyp. Bd. -Elect.
2_
Date 4 41 .1�Requested: _ 5 Time. AM PM
Address: ` - (.Cl
Builder:_ _ _ Permit #:
THE FOLLOWING CORRECTIONS ARE REQUIRED:
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Inspector: �'' `�-- Date:Z412-�i
ROVED DISAPPROVED %Y rHUVED SUBJECT TO ABOVE
_Call For Heinsp.
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CITY OF TIGARD BUILDING INSPECTION NOTICE ,9
'Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
Inspection:
Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk I
Foundation Plbg. Underslab Mech. Rough-in Fireplace
PostiBeam Struct. Plbg. Top Out Elec. Rough-in �L:
Post/Beam Mech. San. Sewer Gas Line -B d
Plbg. Underfloor Rain Drain Framing __71-6'ib
Alarm Water Line Insulation eco
Underflr. Insul. "hear Wall Gyp. Bd. -Elect.
Date Requested: , ��� �1 Time:--AM PM
Address: k, \S r
Permit #: l��ra2-`1 n•-�
THE FOLLOWING CORRECTIONS ARE REQUIRED:
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In"ssssuector: �� _rte Daw-7) ]�
_APPROVED ISAPPROVEAPPROVED SUBJECT TO ABOVE
V Call For Rein;p.
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• CITY OF TIGARD BUILDING INSPECTION NOTICE W
Inspection Line (Rec-O-Phone): 639-417j Business: Phone: 639-4171 �-
"Inspection:— !
Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk ,
Foundation Plbg. Underslab Mech. Rough-in Fireplace
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hast/Beam Struct. Plba. Top Out Elec. Rough-in FINAL:
Pust/Bearn Mech. San Sewer Gas Line -Bldg I
Plbg. Underfloor Rain Drain Framin
9 -Plumb.
Alarm Water Line Insulation -Mech. I
Underflr. Insul. Shear Wall Gyp. Bd.
-Elect.
Date Requested:
— Time: AM —PM
Address:`___
Builder: Permit
THE FOLLOWING CORRECTIONS ARE REQUIRED:
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Inspector: �/��, �,�1 = �•. �,"
_APPROVEDISAPPRO E APPROVED SUBJECT TO ABOVE
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_L/all For Reinsp.
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• CITY OF TIGARD BUILDING INSPECTION NOTICE ,� q
^Inspection Line (Rec O Phone): 639-4175 Business Phone: 639-41,71
*Inspection:_
Footing Susp. Ceiling Sprirk. Rough-in /ipnr/Sdwl4 I
Foundation Plbg. Underslah Mech. Rough-in Fireplace
Post/Beam Struct. Plbg. Top Out Elec. Rowp-inFINAcN
Post/Beam Mech. San. Sewer Gas Line �d�
Plbg. Underfloor Rain Drain _ .wing -Plumb. ■
Alarm Water Line Insulation -Mech.
UndcrfIr. Insul. Shear "all Gyp. Bd. -Elect.
Date Requested: 5 Time: AM PM
Address:
Builder:_ fi--i/`�C_.t Permit #: — Z
THE FOLLOWING CORRECTIONS ARE REQUIRED:
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Inspector:_ �L Date:3
—APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE
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_Call For Reinsp.
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} { CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
#lX.r 9 , �'� �'+�`• Inspectiun:
f 4 r it
Footing Susp. Ceiling 5prink. Rough-in Appr/SdwlkYk
Foundation Plbg. Underslab Much. Rough in Fire lace ' ,+ 4
Post/Beam Struct. Plbg. Top Out Elec. Rough-in INAL:
Post/Beam Mech. San. Sewer Gas Line
Plbg. Underfloor Rain Drain Framing
Alarm Water Line Insulation
Underflr. Insul. Shear Wall Gyp. Bd. Elect. s,
Date RFquested: �!�-( � Time: AM PM
"
Address: ru
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Builder. 5 Permit #:
THE FOLLOWING CvRRECTIONS ARE REQUIRED:
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Inspector: Date:
_APPROVED 'vDISAPPROVED _APPROVED SUBJECT TO ABOVE PllyrrR" yfr
"_'Call For Reinsp. >I TO.
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CITY r`F TiGARD BUILDING INSPECTION NOTICE � �Irw exa iurrlt
Inspection line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
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Inspection:
,�n��a Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk
Foundation Plbg. Underslab Mach. Rough-in FireplaceQt 4
Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL $
Post/Beam Mach. San Sewer Gas Line > �� {�t r�`j; fi, d�M`& ; ■
Plbg. Underfloor Rain U,ain Framing
Alarm Water Line Invulatlon
Underilr. Insul. Shear Wall Gyp. Bd. -Elect.
�
Date Requested: /,�- %% Time: AM PM }rP�
Address:
Builder:�C?a�f! ��— Permit#:
THE FOLLOWING CORRECTIONS AHE REQUIRED:
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Inspector: � Date:
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� Call For Reins,?.
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line (Rec-O•Phone): 639-4175 Business F'ione: 639-4171 ■
Inspection: _
I
i
Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk
Foundation Plbg. Underslab Mer'i. Rough-in Fireplace
Post/Beam Struct. Plbg. Top Out Elea. Rough-in
Post/Beam Mech. San. Sewer Gac Line
Plbg. Underfloor Rain Drain Framing umb
Alarm Water Line Insulation
UndedIr. Insul. Shea- Wall Gyp. Bd. -Elect.
—''
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Date Requested:___�� l5 Time: AM PM
Address: ILL
Builder: —'s- ) / �� F 3 Permit #: �7 —� a a -....... ..
THE FOLLOWING CORRECTIONS ARE REQUIRED:
l -�yJ �• .t.G f/ Lam'.
�,/r , l—c ,,�'�- ��,a <'�sn--A..u�s_I'�,-,F'.�-(x.l•�L+�P-,t�/.c /.�'7,Ji��,'�
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Inspector: z�e Date:
_APPROVED /_$TSAPPROVED _APPROVED SUBJECT TO ABOVE
��Call For Reinsp.
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INSPECTION NOTICE (�-
City of Tigard Building Department "0
13125 SW Hall Blvd. Tigard, Oregon 97223
Inspection Linc (Rec-O-Phone): 639-4175 Business Phone: 639-4171
Inspection•
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Footinq Plbg. Underslab Mech. Rough-in Appr/Sdwlk;) y k
A;
Found. Plbg. Top Out Gas Line FINAL-
Post/Beam Struct. San. Sewer Framing --Bldg.
Poet,/Beam Mech. Rain Drain Insulation -Plumb.
Plbg. Underfloor Water tine Gyp. Bd. -Mech. --///""
lam.
Dnts Requested: _1 TiLoe: _ AM PH
� /1 LISA --
Address: I/ i Permit
Builder:
THE FOLLOWING CORRECTIONS AR/E�.REQUIRED:
442
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Inspectors /
—--+'I Date s—LL- 7
---APPROVE* DISAPPROVED ABOW
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—� _Call F'or Reinsp.---
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INSPECTION NOTICE
City of Tigard Building Departasnt
13125 SN Ball Blvd. Tigard, Oregon 97223
Inspection i 'ne (Rec--O-Phone)s 639-4175 Business Phone: 639-4171
Inspection•_ —
Footing Plby. Underelab Mach. Rouqh-in Appr/Sdwlk
Found. Plbg. Top Out Cas Line FINALS
Post/Beam Strr,ct. San. SOWOL Framing -Bldg.
Post/Beam Mech. Rain Drain Insulation -Plumb. i
Plbg. Underfloor Nater Lina B -Hach.
Date Requested: 10I �- !44Time: —AM - ION
,- •
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Address: � _3. �c/�� ��� � Permit
Builder:_ -
THE FALLOWING CORRECTIONS ARE REQUIRED:
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Inspector: 1 Date:�y �7
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DISAPPP.OVSD APPROVED BUB.IECT TO ABOVE I
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---Call For Reinnp.
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INSIECTSON NOTICE `1 /
City of Tigard Building Departmmnt
1-3125 SW Hall Blvd_ Tigard, Oregon 97223
Inspection Line (Ree-O-Phone): 639-4175 Busin.,as Phone: 639-4111 ,
Inspection:_ .---- - -- --- -- --- --
Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk I
Found. Plbg. Top Out Gaa Line FINAL-
Post/Beam etruct. San. .;ewer Framing Bldg.
Poet/Beam Mach. Rain Drain Ineulatio -Plumb.
Plbg. Underfloor Water Line Gyp. Bd. -Mech.
Date ReVested:
Time: AN PM
1 Addreses Permit fs ��)'� C
Builder:
IJLLOi1IN(i CORRECTIONS ARE REQUIREDs -
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Inspector:__ �/ \/_V r � �— ,/) /
Date- �L_ 1-- 14
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_.�APPRUVED DISAPPROVED APPROVED SUBJECT TO ABOVE
Ca11 For Reinep.
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INSPECTION NOTICE
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City of Tigard Building Department
13125 SW Ball Blvd. Tigard, Oregon 97223
Inspection Line (Rec--o-•Phone): 639-4175 Business Phone: 639-4111
Inspection: — I
Footing Plbg, tlnderelabch Rough-:0 A
ppr/Sdwlk
Found. Plbq. Top out n Gas Line FINAL:
Post/Beam Struct. San. Sewer f ramin9 �� -Bldg.
ost/Beam Mea Rain Drain Insulation -Plumb.
Plbg. Underfloor Water Line Gyp. Bd. -Mach.
Date Requested: L 1 Times /] AM --PH
Address:_ J )l,:�� 1� T-� ` �c>�'L V{' Permit G:�'T
Builder:
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"W FOLLOWINGS COMMONS ).RE REQUIRED:
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Inspector: C-�`r
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_ Oates ,! -
APPROVED DISAPPROVRD
APPROVED SUBJECT TO ABOVE
Call For Reinsp.
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ItiSPECTICw NOTICE r
City of Tigard Building Department
13125 SW Ball. Blvd. Tigard, Oregon 97223
Inspection Line (Roc-O•-Phone): 6f39-4175 Business Phone: 639-4171
Inspection: r �Z.ti✓� �/ -c'�- �- i _ —
Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk `
Found. Plbg. Top Out Gas Line FINAL: III
• A
Poet/Beam Struct. San. Sewer rem g��� -Bldg.
1
Post/Beam Mech. Ra1n Drain Iueulation -Plumb.
Plbg. Underfloor Water Line �{ Gyp. Bd. -Hoch.
Date R-questedt�— ` O_� � '' _ Time: __AM __pm
Addre.n l^ �S Pen!iit /:q-4___--O 2 ,� 1 f
Build::r:
THE YjLLOWING CORRECTIONS ARE REQUIRED:
SK
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Inspectors Date
APPROVED — DISA_PPFD ----✓—-
APPROVED SUBJECT TO ABOVE
_ C
For Reinsp.
a`M9Wi�61'.nn.+w+mmn,.e.u.,,.«.,,..... nrauw.+nd.+a..«r+wwn.7Ayr*s.#�s+r..«n.»•>.•.....«.«n.uw+er.
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INSPECTION NOTICE
City of Tigard BuL.ding Departsaot
13125 BW Hall Blvd. Ti4'yard, Oregon 97223
lnepection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
Inspection:
Footing Plbg. Underelab Hoch. Rough-in Appr/Sdwlk
Found. Plbg. Too Out Gas Line FINALs
Post/Beam Struct. San. S"wer ramin -Bldg.
Post/Beam Hoch. Rain Drain Insulation -Plumb.
Plbg. Underfloor Nater Line Gyp. Bd. -Nech.
Date Requesteds—__ Time: AM PM
Permit is 2Y- 0
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Builder:
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THE FOLLOWING CORRECTIONS ARE REQUIRED:
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Inspector:
Dates���` y �r
--APPROVED G _ DISAPPjtOVED APPROVED SUBJECT TO ABOVE
�Zcall For Reinsp.
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INSPECTION NOTICE
City or Tigard Building Department
j, 13125 Sp Ball Bled. Tigard, Oregon 97223
a
Inspection Line (Ree-O-Phone): 639-4175 Business Phone: 639-4171
Inspection:
Footing Plbg. Underelab Medi:' u h-in
M0 9 Appr/3dwlk
Pound. Plbg. Top Out Gas Line') FINAL:
Poet/Beam Struct. San. Sewer Framing -Bldg.
Post/Beam Hoch. Rain Drain Insulation
-Plumb.
Plbg. Underfloor Nater Line
/ c ` Gyp. ed. -Mech.
,t Date Requ�estted: �f _EJB,/ j'1____Times _
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Addras : Permit
Builder: �fs�
THE FOLLOWING CORRECTIONS ARE REQUIRED: TT
Inepec
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Date:'�rC ��
APPROVED DISAPPROVED
— APPROVED 3UB.IEr1' TO ABOVE
—`Call For Reinap.
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UMP 010NOTICE \'
))) City of Tigard Building Department
13125 SW Ball Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
Inspection:_
Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Gas Line FINAL:
Post/Beam Struct. San. Sewer ramin �/ -Bldg.
Post/Beam Mach. Rain Drain Insulation -Ply,
Plbg. Underfloor Water Line Gyp. Bd.
G -Meeh.
Date Requested: Z I
Time: AM PM
/� 4
Address: �Ci ,I�,ryrw fPermit
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'
Builder:�
THE FOLLOWING CORRECTIONS ARE REQUIRED:
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InspectorsC�
-- -_ Date: f
��APPROVED l— ISAPPROVED APPROVED SUBJFCr TO ABOVE f
----Call For Reinsp.
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INSPECTION NOTICE
City of Tigard Building Department
13125 Sw Ball Blvd. Tigard, Oregon 97223
Inspection Line (ROC-0-Phone): 639-4175 Business Phones 639-4171
Inspections
Tooting Plbg. Underslab Mach. Rough-in Appr/Sdwlk
I
Found. Plbg. Top Out Gas Line TINALs
Post/Beam Struct. Sews Framing -Bldg.
Post/Beam Mach. Rain Drain Insulation -Plumb. j
Plbg. Underfloor Grp.air *� Gyp. ed. -Mach. I I
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Date Requested: Time: AM P
/ M
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Address s ] 3 3 e!2 - Permit i s
Builders CP d
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THE FOLLOWING CORRECTIONS ARE REQUIRED:
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Inspectors Date: -
APPROVED DISAPPROVED _ — APPROVED SUBJECT TO ABOVE
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--
Call For Reinap.
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INSPECTION NOTICE
City of Tigard Building Department ,
13125 S11 Ball Blvd. Tigard, Oregon 97223 ,
inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
Inspection: - --- I
Footing Plbg. Underalab Hoch. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Gas Line FINAL:
f
Post/Ream Struct. -an Sew_ Framing -Bldg.
Post/Beam Hoch. �n Insulation -Plumb.
Plbg. Underfloor <57ty Line Gyp. Rd. -Mech.
Date Requested: / Times _—AM PM ■
Address: _X4� 'KJ-I Lin O Dr(-Permit f s -a
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Builders
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THE FOLLOWING OORRECTIONS ARE REQUIREDs
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INSPECi'ION NOTICE r'
City of Tigard Building Departaeet1
13125 BW Ball Blued. Tigard, Oregon 97223
Inspection Line (Rec-O-phone): 639-4175 Businece Phone: 639-4171
inspection:
Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk S v
Pound. Top Out an Line FINAL: Y
Post/Beam Struct. San. Sewer Framing -Bldg.
f f .
a �
Piet/Beam Mach. Rain Drain Iaeuletlon _plumb,
Plbg. Underfloor Water L e Gyp. Bd. -Hoch.
Date Requeetad: / �� Time: cJ_AH PH � g
Address: `7�) C f[ �� Permit
Builder: —
THE FOLLOWING CORRECTIONS ARE RRQUIRED:
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Inspector:
Date:
_ PRUNED DIS ROVED APPROVED SUBJECT TO ABOVE
Call For Relnsp.
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PLAN CHECK FEES LIST
PLAN CHECK # 7 y PERMIT # M 5 r 911- 0 2.s f DATE
JORADDRE l33G^J` Sw / ./�s/r. /)r' TAS/MAP/LOT S/ail cIr► o �J c.` .
SUBDIVISION LOT # 7 ti� LAND USE n 'T n
VALUALATION � 01 �yy SETBACR'FRONT � REAR. 3 / LEFT/O RIGHT
NO)T CLASS Vp"v HEIGHT TOTAL AREATr !y Y
Tr,, USE TYPE �'5 FLOOR LOAD e u 1ST
CONST TYPE 5114 HEAT TYPE 2ND
OCCUP GROUP R ' _ DWELL/UNITS 3RD
OP/LOAD! - # BED ROOMS .3
C BASEMENT
3
# STORIES # BATHS GARAGE _
PERMIT # DESCF.IPTION AMOUNT AMOUNT PD BAL DUE /
BUILD PERMIT FEES (4 � i` Qj•.S L) /U ✓�
PLUMB PERMIT FEES t ',rd ai)•Lu
MECH PERMIT FEES –
STATE BUILD. TAX(5%) y u z• 1 Y S�
BUILDING 3 q z Y
PLUMBING //t- ," r_
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BUILDING
PLUMBING /
MECHINICAL L z ,"
SEWER CONNECTION
SEWER INSPECTION
STREET SYSTEM DEVSTORM DRAINAGE DRAINAGE SYS _ 1
PARKS SYSTEM DEV .s— 5040
EROSION PERMITb s1 / G 0 -I q
EROSION PLAN USA I.
ERSOION PLAN COT �B rte_✓ 2v ,yd
TOTAL �� S G u,41
Ag—
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INSPECTION NOTICE
City of Tigard Building Department
13115 SA Ball Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phone): 639-4175 Business Pnone: 639-4171 '
Inspections_� ^�
�Fo-oting n Plbg. Underslab Hoch. Rough-in Appr/Sdwlk
round. 4•'„ Plbg. Top Out Gas Line FINALS
Post/SeamSSttrru---
// et. San. Sewer Framing -Bldg.
Post/Beam Hoch. Rain Drain Insulation -plumb.
Plbg. Underfloor Nater Line Gyp. Bd. -Nech. I
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Date Requaeteds Times _ AH PM
C
Address:
Builder:__:. "_
THE FOLLOWING CORRECTIONS ARE REQUIRED:
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Inspector:
+ ---_APPROVED --_ DISAPPROVED - APPROVED SUBJECT TO ABOVE
CA ----Call For Reinep.
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INSPECTIJN NOTICE
City of Tigard Building Department
j 13125 an Ball Blvd_ Tigard, Oregon 97223
:.� Inspectfon Lind (Rec-O-Phos,j)s 639-4175 Business Phone: 679-4171 �
inapecticm:
" j _
Footing '� Plbg. Underslab Mech. Rough-in Appr/Sdwlk
Found. �� Plbg. Tup Out Gas Line FINAL:
Poet/Beam Struct. San. Sewer Framing -Bldg.
Poet/Beam Mech. Rain Drain Insulation -Plumb. f
Plbg. Underfloor water Line Gyp. Bd. -Mech. 'I
G -A f ti 'uJ
Date Requesteds 1_ O — ` _ \� Time: Q AM — PM
Address 1—
�D Permit r:
Build-ar:
THE FOLLOWING CDRRECTIONS ARE REQUIRED:
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APPROVED DISAPPROVED APPROVED SURJPrT TO ABOFE
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{ INSPECTION NOTICE
City of Tigard Building Depart:rent
13125 .411 Hall Blvd. Tigard, Oregon 97223
Inspection Line (Roc-O-phone): 639-4175 Business Phone: 639-4171
Inspection:
Footing P'_og. Underelab Mech. Rough-in Appr/Sdwlk
Found. Plbj Top Out Gas Line FINAL:
t�
Post/Beam Struct. San. Sewer Framing -Bldg.
Post/Beam Mach. �al�i ura Insulation -Plumb.
Plbg. Underflwr QWater Line Gyp. Bd. -Hoch.
Date Requested:
Time: Thr AM �PM
i ��� �
Addrerr s / /� 4-41I�C.� Permit is_,fin S N
Builder:_
THE FOLLOWING CORRECTIONS ARE REQUIRED:
I
Y
Inspector Date: ,
_-_.APPROVED DISAPPROVED _ APPROVED SUBJECT TO ABOVE
—_Call For Reinsp.
I
r
INSPECTION NOTICE
f �¢ City of Tigard Building Depsrtssetst
13125 Bw Ball Blvd_ Tigard, Oregon 97223 k
Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 ,
Inspect ions
'v
Footing Plbg. Underelab Hoch. Rough-in Appr/Sdwlk
i
Found. ,�11 ` (• Plbg. Top Out Cas Line FINAL:
�( Post/Beam Struct. > San. Sewer Framing -Bldg.
µ _Peat/9eam.._Nech,x-. Rain Drain Insulation -Plumb.
1
Plbg. Underfloor Water Line Gyp. Rd. -Hoch.
Date Requested: r7 -a flC� Time, - _AM --PH-
Addreees � "111` 1`I Y 0,-. Permit
Buildert � )jyr I Ur-i'vv"--
THE FOLLOWING CORRECTIONS ARE REQUIRED- T_--
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- V Vo ��r� •tet , C ?..� JLA -�-�
Inspectors Date:
+
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J ��Call For Reinrp.
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IKPECTION NOTICE
city of Tigard Building Department
13125 BW Hall Blvd. Tigard, Oregon 97223
inspection Line (R1oc-O-Phone): 639-4175 Business Phone: 639-4171 '
Inspection:
Footing Plbg. Underslab Nech. Rough-in Appr/Sdwlk
i
Pound. Plbg. Top Out Gam Line FINAL:
Post/Beam Struct. San. Sewer Framing -Bldg.
Post/Beam Hoch. Pain Drain Insulation -Plumb.
Plbg. Underfloor `� Water. Lineel f Gyp. Bd. -Hoch.
j Date Requected: �` d �� Cf Timer AN PM I
Address• , � \` �I Y Pe mit� C115
SAD It vu. .
i THE Ftli.I.OWING CORRECTIONS ARE RF.QUarIED: � \�C._-�"�.Q C".. 4
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4
i INSPECTION NOTICE
i city of Tigard Building Depart sten t /
13125 SW Ball Blvd. Tigard, Oregon 97223
Inspection L' ie (Rec-o-Phone): 639-4175 Business Phone: 639-4171
Inspection:
Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Cas Line FINAL:
`ost/Beam Strutt J San. Sewer Framing -Bldg.
Post/Beam Hoch. Rain Drain Insulation -Plumb.
Plbg. Underfloor Nater Line lGyp. Bd. -Noch. I
Date Requestede_ �� `I LI Time: AN PH
Address:`� CA V-C , PArmit I j: Ll_`
R„ilder: 5
THE FOLLOWING CORRECTIONS ARF. REQUIREDs
1
IN
ri
Inspector.- �/ �/�� '��--' Date:� -L
APPROVED t'I'DISAPPROyED -- APPROVED SUBJECT To ABOVE
' C/all For Reinsp.
r ,
:.4.r
� IllBESQTION MOTicZ
4 Cit? of Tigard sallding Department
13125 ex sell Blvd.
Inspection Lina Tigard,
�'eWM 97223 '
(Roc-O-Phone)i 639-4175 Burinau Phones 639-4171
InsPOOtlon e
looting Plbq. Dnderslab
Mach. Rough-in Appr/Sdwlk
round. Plbg. Top out
Ou Lina IIMALs
Post/Beam Struct. San. Sewer
lraminry -Bldg. �
Post/Beam Koch. Rain Drain
naulation _P1umb.
Plbg. Underfloor Nater Lina
Off' Bd. -Meeh.
Data Requested,_
Timese
--Am PK
Address,
Permit 1,(I
Builder,
TB= roLLONIMO OORRSCTIOMS ARS RtQUIRRD,
------------
i
------------
Inspectors v r' l
Dates
APPROVZD _j,--UISAPPRovw
APPAOVtO SU
WNCT TO AROVe
Call Por Roinsp.
,
t,
INSPECTION NOTICE
city or Tigard Buildinq Departawnt
13125 SW Hall Blvd. Tigard, Oregon 97223 ,
Inspection Lina (Roc-O-Phone): 639-4175 Business Phone: 639-4171
�r
Inspections
rooting Plbg. Underelab Hoch. Rough-in Appr/Sdwlk
F nd. � Plbg. Top Out Gas Line FINAL:
Post/Beam Struct. San. Sewer Framing -Bldg.
1
Post/Beam Mach. Rain Drain Insulation -Plumb.
Plbg. Underfloor Mater Line Gyp. Bd. -Meeh. I
Date Requestods 1 �"' /`I _Time: AM _BM N
Address:_ J J �� � ' t ��4\:Y f' UJB . Permit is
Builders �'_ V i r
THE FOLLOWING CORRECTIONS ARE REQUIRED: ��� 71 •;� C�
Inspector: Dates 2 \ 4"
1
APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE
2,.� Call For Reinsp.
M
"s.
- 4
INSPECTION NOTICE
City of Tigard Building Departnmt
13125 BE Ball Blvd. Tigard, crayon 97223
Inspection Line (Ree-O-Phone): 639-4175 Business Phone: 639-4171 3'
G Inspection:
Plbg. Underslab Hoch. Rough-in Appr/Sdwlk
- r}
1 Found. Plbg. Top Out Gas Line FINAL:
Post/Beam Struct. San. Sewer Framing -Bldg.
1
Post/Beam Neth. Rain Drain Insulation -Plumb.
b
1 Plbg. Underfloor Water Line Gyp. Bd. • h.
i1,�� ■
Date Requested: ime: pN
I T
Address: ' �(�-'� } +) L L)LV_r LVI Permit f:-
Builder: � )E' ✓ 1�� nc^ '7_1A C- _�/� �-- 2
THE FOLLOWING ODRRECTIO-)N4-ARE REQUIRED:
OLA
J�Q. .�i �`�!� �--•....� L1 �- �__-C-✓ �. 1.-,_.. C �-- U
\ l `
I J�
L
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Inspector• �' y ��_ Dates r
APPROVED DISAPPROVED _jf APPROVND SUBJECT TO ABOVE
1 _Call For Reinap.
MAMMA
i
� I
1
WILLAMETTE INDUSTRIES, INC,
Engineered Wood Products
toy
��d r
E W P C A L C C 0 V E R S H E E T
PLAN #M2264
LBR'MRS.-NW'BRG.\VANCE CUSTOM
JOB NO. = 351
The attached calculations reflect the specific design
information and product determination foi- engineered wood products
manufactured by Willamette Industries , Inc . The information noted
should be carefully examined and verified for the accuracy and
suitability of all design parameters and product selections .
The calculations are valid for constant depth StrucJoist or
WSI Joists , and StrucLam or Bohemia GluLam Beams . They reflect
products without notches ( including "birdsmouth" bearinUs ) or holes ,
with the exception that holes per Willamette 1nduF ies , Inc . hole
charts are allowed in I-Joists . The products not, ai"e intended for ;
interior use , normal temperatures and untreated af-, iications . I:r
The spans noted on the calculations reflect renter to center
of required bearing ( not clear spans ) . Products sloped over- 3"/ft
should be analyzed on the sloped length . The loads shown must. be
appropriate for the selected duration of load . Beam and joist
weights must be included in the dead loads noted . Concentrated
loads are assumed to be applied to the top edge of the member .
Lateral loads are not considered .
The calculations assume the above products are laterally
braced as noted on each calculation and installed in accordance
with local building code requiremente . Additionally Bohemia Glulams
must be installed per APA recommendations and 1-joists and StrucLam
must be correctly installed and suppor ed per Willamette Industries ,
Inc , recommendations . Roof joists and beams must be sloped per coda
for adequate drainage .
When noted on the calculations , products continuous o,/er a
support are designed for unbalanced live loads on adjacent and
alternate spans . Unbalanced live loads are reflected in maximum
shear , moments and live load deflections . Maximum design shear-
reflects reductions for shear at "depth U" where appropriate .
Willasette Industries, Inc., Engineered Wood Products, EWPCALC software (version 2.01)
'B4AUYv4�M'.�11' ,k 1rt
r 1 ,
0*14
a
HAMPTON DTST'R=BUT=Ohl CENTER
Authorized Willamette Industries Sales Representative
1
PROJECT : PLAN #M2264 JOB NO . : 351
DESIGNER : JMA DATE: 7/12/94 SHEET : j
RK F1 STRI!CJOISr AT MAIN FLOOR
PRODUCT LOADING ( WITH TOTAL LOAD , SHEAR AND MOMENT DIAGRAMS )
W1 = 80 PLF DL = 10 PSF LL = 40 PSF TRIB= 19 .2 IN
w1(28.75'
AL L
13' 15.75'
765#
355#
494#
684#
1535'#
807'#
-2134'# 1
i
! MAXIMUM SHEAR , MOMENT AND DEFL ( — INDICATES UP ) DUE TO UNBALANCED LIVE LOADS: ;
i DESIGN SHEAR = 686 lbs ( LEFT END OF SPAN TWO )
NEGATIVE MOMENT = —2124 ft—lbs ( LEFT END OF SPAN TWO )
POSITIVE MOMENT = 179/ ft—lbs ( SPAN TWO )
SPAN ONE DEFL ( MAX DOWN ) LL = 0 . 11 " = L/1482 TL = 0 . 12" = L/1326
s SPAN TWO DEFL ( MAX DOWN ) LL = 0 .20" = L/ 954 TL = 0 .24" = L/ 801
i
**� USE 11 .875 INCH SJ-15( 2.2E LVL ) @ 19 .2 IN O/C WITH GLUED SHEATHING **
( 100% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT )
+ ( 4% REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT )
ALLOWABLE SHEAR = 1420# EI X 10-6 = 357
ALLOW POS MOMENT = 3860 '# K X 10-6 = 6 . 18
ALLOW NEG MOMENT = 3860 '#
MIN END BEARING LENGTH = 1 .75 in. MIN CONTINUOUS BEARING LENGTH = 3 .5 in .
MAX END REACTION = 533(Ra = 975 ) MAX INT REACTION = 1449( Ra = 1950 )
CONTINUOUS LATERAL SUPPORT REQ 'D AT TOP EDGE
This calculation is valid only for the loads and spans noted, subject to notes on the attached EWPCALC COVERSHEET,
U
. 1
ri HAMPTON DT-STR=SUT=ON CENTER ! �
Authorized Willamette Industries Sales Representative i
PROJECT : PLAN #2264 JOB No . : 3CJ1 i
DESIGNER: JMA DATE 94 SHEET : i
ARK F12 STRUCJOIST AT UPPER FLOOR ;
PRODUCT LOADING ( WITH TOTAL LOAD , SHEAR AND MOMENT DIAGRAMS ) a
W1 = 80 PLF DL = 10 ^SF LL = 40 PSF TR13= 19 .2 IN
P1 = 400 LB @ 16 .7 FT ( LL= 240 LB ) PT .L-D . FROM PURLIN WALL ;
P i
N1(31,75' ) I I
L
15,25' T 6,5'
764a
491# 4534 w
3464
723 ;
1511'f
70 ' if
389'
-.5331
'-0XIMUM SHF_ArR . ',10MEN-1 AMD DEl L ( - IND ICA__ ;JR ; DUE 70 iaE^+ CC LI'JE
DESIGN SHEAR = 7-74 lb-- ; L=F T ENC OF SPAN' 7wC )
NEGATIVE MOMENT = -1883 �t-i.`'.,. � Lc'- EN GF SPAN T wC )
PCSI T IVE MOMEN` _ _.a '9 ` lips ( SPAN ONE )
SPAN ONE DEFL ( MAX DOWN ) LL = 0 . 16" = L/1137 TL = 0 .19 = L/ 947
SPAN TWO DEFL ( MAX DOWN ) LL = 0 .02" = L/5043 T'-- = 0 .02" = L/4 .4
SPAN THREE DEFL ( MAX DCWN ) LL = 0 .05" _ /2621 "_ _ .06" = L/'21
*** USE 11 .875 INCH SJ-15( 2 .2E LVL ) 0 19 .2 IN 0/C WITH GLUED SHEATHING
( 100: LOAD DURATION FACTOR. USED F':.,R ALLOWP-Z-LE Sr!E;F. AOC' MOMENT
4%, REPETITIV- INCREA57- U':ED FOR AL_0WA2LE M C M E I T )
ALLOWABLE SHEAT - 1-42"'.# _; ,< -,;; 6 = 3.:.__
,
ALLOW POS MOMENT = 3,360 '0 K X 10 6 _ 6 .1,E
-ILLCW MEG MOMENT = 33-t:: '#
MIN END BEARING LENGTH = 1 .75 in . MIN CONTINUOUS BEARING LENGTH = 3 .5 in .
MAX END REACTION = 5O1( Ra = 975 ) MAX INT REACTION = 15d6( Ra = 1950 )
CONTINUOUS LATERAL SUPPORT REQ 'D AT TOP EDGE
k K'k:K:k:K k K'k'K:k'K k'K:k k.k'K'k:k:k'k:k:k'k'k'k k'k.K k:k:k:K'Jc:K:K
vWd 4n!', fir the loads ands Ana -, �31j. 3Ub';-c: i`!? a �,a f .
p :0 t)4 )) :;)� 3':�c d .:JP ALS .OVE�SHEEi
qgl MR.
l+w
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HAMPTON D=STR=BLlTION CENTER
7
Authorized Willamette Industries Sales Representative
1
PROJECT : PLAN 42,264 JOB NO . :
DESIGNER: JMo DATE : -1 /1Z/94 SHEET ;
:k*:K:K*:k:k*;K'k:k=K�k:k:K�=K*=k%K=K=k:k=k:i.'K:K%k=k:K*-K�*=K;k:k%K:k%k=k=k:K:k.K:K:k=k*-K:k;K:K,Y•-k'k=k*:K:k:k'k.KIK:k*=k'k�:*;�.� K'KK:k:;..K*:f ,:
MARK IJC2 I:;C\GLULAi'•l AT UPPER FLOOR ( ALT . F01r 5 '1/3"x10 1/2" GLB ) �
PRODUCT LOADING ( W.TH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT )
W! = 535 PLF DL = 200 PLF LL = 335 PLF
WE IT
13'J �
REACTION = 3477 LBS MOMF.,.T = 11302 FT-LESS REACTION = 3478 LBS
DEFLECTIONS LL = 0 .23" = L/ 670 TL = 0 .37" = L/ 419
** USE 3 .5 x 11 .875 INCH Bohemia IJC( 2.6F-V4 SP/SP ) ***
( i ,,S- LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT )
ALL(;Wii3LE :SHEAR — 63704 EI X 106 = 928
MIN END BEARING LENGTH = 1 .75 in .
CONTINUOUS LATERAL SUPPORT REQ 'D AT TOP EDGE
1
6
.k.k:K=K.'K:k:K�:KIK:r. t�:K:K:Y.:Kac:k:k:k K Kik:r..K:K.K:K:k:kK:K�':K•K-K:k:KIK=K:k=K;K:k:K:K=kik:K:k-kik:k.Y•=K•k•K:k-k x.K:k k•k.K:k:K;k%K=k:K:K�K=k*;k=k;K:K:1
This calculation is jaiid only for the loads and spans noted, subject to notes on the attached E'10CALC COVERSHEET,
t,
it
ani..
4
• HAMPTON D31STR=BUT=0N CENTER ..3
Authorized Willamette Industries Sales Representative �
PROJECT : PLAN #2264 JOB NO . :
DESIGNER: JMA DATE : '1 i Il.i 94 SriEET .
MARK IJC3 IJC\GLULAM AT UPPER FLOOR( ALT .FOR 6x12 )
PRODUCT LOADING ( WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT )
W1 = 450 PL.F Cl_ = 165 PLF LL = "=06 PLi= "
P1 = 1200 LB @ 8 FT ( LL= 750 LB ) PT .LD .FROM HIP POST
1 P1
W1(13') �
,.y
REACTION = 3387 LBS MOMENT = 12306 FT-LBS REACTION = 3663 LBS
DEFLECTIONS LL = J .26" = L/ 60C TL = 0 .41 " = L/ 383
*** USE 3 .5 x 11 .875 INCH Bohemia IJC( 26F-V4 SP/SP ) ***
115eLOAD DURATION FACTOR USED FOR AL�OwFGLE �rEAF MOMENT )
ALLOWABL_ SHEAR = 6370:k E X 1G 92:3
ALLOWABLE. i IOME1VT = 204'90 '#
MIN END BEARING LENGTH = 1 .85 in .
CONTINUOUS LATERAL SUPPORT REQ 'D AT TOP EDGE
�*=k*:k*�:k;k:k**::K;k***:K*:kT,k;k-K:k•K.k:K:K:k.k:K:K:k:k:K:k.;:;k:K:K:k:k:k:k:K:k:K:k K-K:k:�.k=k:k:K•KK:k:K;k:r:k:k�K:K:k:k-k:K;k*.K*:k:l:;k:k;�:
This calculation is valid only for the loads and spans acad. subject �o notas �n ale attac;iad 1:10CALC COVERSHEET.
.i
' HAriPTON OTSTR=SUTTON CENTER
Authori..ed Willamette Industries Sales Representative
JOB NO . :
2264
PLAN a
PROJECT # SHEET
DESIGiIER- JMA DATE ' /X2/94
:k*%K�:K:K;K=k:Y•.k:K.*;K;k;k:K:k:K:K.k:k:k:k;k:K:K%k=k:K;K:K:K�:K:K�:k:�::K:k;K:K:1:;K;K;k,K:K;K;Kk;K.k-K�:k:K;k:K:k=K;k;K=k;K:K:K:k*:K,K:K:K=k:K:k:k;K
JFK IJCS LOADING
LAM AT UPR. F�H� �A���A��OHN� Mt'XjMUM SHEAR AND MOMENT )
PRODUCT LOADi��u ( WITH T.TAL i
W1 = 221S PLF
DL = 25 PLF LL = -,ro PLF y
P 1 = 3300 LB ,� 8 .25 f=T
( LL= 2640 LB ) PT .LD . FROM "IJCS"
4x10
P2 = 730 LB @ 7 .5 FT ( LL'- 400 LB ) P1
r
so
13'
g
i
297i#
3?7i#
16356' 3
__— -- ----- 1.
h
0 .24 L/ 654 TL - C .30 = L./ 522
D =
E `-tT13CIS LL = -
K:z:K USc 5 .5 x 11 .875 INCH Eohemia IJC(26f=-V4 SP/SP )
(
115% LOAD DURATION FACTOR USED FCR ALLOWABLE SHEAR. AND MOMEi,IT )
ALLOWABLE SHEAR = 100204 EI X 10-6 = 1458
AL[_OWABLE MOMENT = -',2213 '#
MIN END BEARING LENGTH = 1 .5
CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE
K:K'K K;K:K-K;k K* K:K:K:k*:K:K:K'� :k:K;k�* K:F:k:I:;k n;k.k.K;K:k•K K:K:k%K K.r.X:k.X F"k:l•'
This calculation is valid onli for the loads and spans noted, subject to notes `a attac;ed ;erCALC CoVE3'
ti n y of 3 i tl
1�Oi. •ti ''Iy,'��8'F...i ,. ;:, nie.., .snr aR inv'r,%'A';�.'A!.*1►^+*�r1:n +!vk .,,� ^, y.
{ ?. °9"P"'.. �-. 5. n.v '!?' • 'MW"J�P' ' r+,V' py,., .:uM,��'b'P*"4'r<+a� ;,a:v'%Adn*R ''�yY1� '�
.1 �"�.M'WWMK.'�YNi�A�F!> 1�'�1t iT.F„!'d'".m�/4.. k�if i.'I,'. `6i.W�!' I .G,9AL•1h��'"��',U1�3,'!OfaTS�S4�Y4 i.,,.ttl«.. .....,..t..,..,...,
HAMPTON DTSTR=BUTX0N CENTER
Authorized Willamette Indust,, i':�s Sales Representative
PROJECT : PLAN #2264 JOB 11140 . :
DESIGNER : TMA DATE ' ''I:`12 :'' '
SHEET
:k;k:K:k:k;k:K;K:K:K;k�c;k:�:k;K;k'i':K:1:%K;K;k�:k K:K'K-K-K�;k:k=K:K:%.k'K'•K ,:`>'k t• I -K-X:%�k%K'K K�k:k•K.K:K:k:k:k;K-k:k:k.k:k�:K;k:k-k:k:K:k-k;k*:k*4
MARK IJC6 IJC:\GLULAM AT UPPER FLCCI'; ( ALT . FOR 5 1/'a";(12" GL3 )
PRODUCT LOADING ( WITH TOTAL LOAD DIAGRAM AND MA;{1MUM SHEAR ASID MOMENT )
W1 = 200 PLF DL = 70 PLF LL = 130 PLF "
P1 = 3200 LS @ 12 .7 FT ( LL= 2000 LB ) PT .LD .FROM HIP POST
Pi �
i
W1(15,25')
15,215'
REACTION = 2050 LBS MOMENT = 10549 FT—LBS REACTION = 4200 L"BS
DEFLECTIONS LL. = 0 . 19 = L/ `?'_3 TL = C .3C" = L/ 609
*** USE 5 .5 x 11 .875 INCH Bohemia IJC( 26F—V4 SP/SP ) ***
( 115% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT )
ALLOWABLE SHEAR = 10020 E I X 1'C''h = 1-;. 'c'
ALLOWABLE 1Ci`'IE1NT = 32.:.i3 '#
t MIN END BEARING LENGTH = 1 .5 in .
CONTINUOUS LATERAL SUPPORT RF_Q 'D AT TOP EDGE a
j
f`j :K%k'K:K:K;K;K%K:k*��;k:k`K*=k;K:K:k-k•K:X"k%k:K:K'X•;k:k:K=k;K:k:i::Y•:k:k:k�;k:I::K:K�.:k:k:K:k:k:� �:K"n:k'k'n:.k:k:k:�;k:i::r'k'k:k:::k%k:K:k:k�::k�;k:k:Ka:.
1 MARK IJC1 IJC\GLULAM AT UPPER FLOOR ( ALT . FOR 5 1/�'"x1O 1/2" GLB )
PRODUCT LOADING ( 1WIT1H ICTAL LOAD CIAGRAM AND MAXIMUM SHEAR AND MOMENT ) j
= - ^_ GL = 320 PLF LL = 025 PLF
W1 94S PLF
P1 200G L,--, @ 4 .;5 F I i. LL= 1 "DO IV' L'3 f
PT .LD .F ROM ' IJC6 "
r P1
W! T ) j
a -
Q 5r ( •
REACTION = 543? LES
MOhIENT = i5i ! T—LG r=;EACTIQN = 548'? LS`,
DEFLECTICNS LL = 3 . 1 _ 644 TL = C .2-5 = L/ 449
** USE 3 .5 x 11 .875 INCH Bohemia IJC( 2t�F—V4 SP/SP ) *-K*
5% L,--kJ IDURAT 1'OH i 3p, �.Jr+CG FiL P ALL CWA2L= SAH,=,;r :4r,D MOVE 0 , ;
ALLCWABL- SHEAR — 6.37C# El X 10-6
hLLGWABL= MOMENT = _'�4
MIN END BEARING LENGT'-i = 2 .77 i n .
CONTINUOUS LATERAL SU,-PORT REQ 'D AT TOP EDGE
This calc'ilation is la11v, 0n1Y %tad, subjac-, to not3s an t;,e attac;Ied E'10"ALC' :OVERSHEET.
, Y
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�r �PTOI'i DISTR. IBUTIY® GE' N ,TER
Y.
A H A M P T O N ,,ii$.ii A F F [ L'[' A TE -
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5550 N. Basin Partl'an•d,=O_R 972 `7-7699 ._
IPhone (�03) 289 -2174 Fax (503) 2.69 -2261
ST.TAKEOFF FUR : CONITRACTOR
DATE._ it�f Z .�-(¢ RESIDENCE
PHONE r: JOB m . �-,(� I ■
iii � ES ,
ARK4—QUA��'IT�c1 D CR.IPTION ILENGTHITOTAL L.F PRICL I 41,10U,1,7
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PTON DISTRIBUTION C, EW:N
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A H A M P T O N ;;i A F F I L A T E
5550 N. Basin • Portland, OR 97217-7689
P n o n e (5 0 3) 289 -2174 Fax (503) 289 -2251
ST. TAKEOFF FOR : VVp—'NWS,/JyJP9-4'/MISE D CONTRACTOR :
DATE: I Z M- _ RESIDi"CE : 'J M 226¢
PHONE : JOB
y MARK;rQUAti= DESCRIPTION LENGTH OT_4L L.F PRICE tiSOUitiT
01 cel 1
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ff -741
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FOLLOviS ti-r ;r ,c- �. c;1—✓ T ,�,f ':"T5''—`_r L.`_TIOCi r=T W.
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CITY CSF TIGARD a 1994 PLUMBING PERM T
COMMUNITY DEVELOPMENT DEPARTMENT PE=RMIT #. . . . . . MST94•-0251)
13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)530-4171 DATE ISSUED: 11/11/94
PARCEL: 2 S 104CA--07500
SITE ADDRESS. . . : 133613 SW H I L.L-13)H I RF DR
SUBDIVISION. . . . : HILLSHIRE ZONING: R--7 PD a
BLOCK. . . . . . . . . . . LOl". . . . . . . . . . . . . :0'75
CLASS OF WORI�. . :NEW GARBAGE DISPOSALS. . : ].
TYPE OF LISP. SF WASHING MACH. . . . . . . : 1 BACKFLOW PREVNTRS. . : 1
OCCUPANCY GRP. . :R3 FLOOR DRA T N5. . . . . . . :0 TRAPS. . . . . . . . . . . . . . :0 �
STORIES. . . . . . . . :2 WATER HEATERS. . . . . . : 1 CATCH BASINS. . . . . . . :0
FIXTURES-- --____.._ _._._..--_- LAUNDRY TRAYS. . . . . . : 1 5F RAIN DRAINS. . . . . : 1
SINKS. . . . . . . . . . : 1 GREASE TRAPS. . . . . . . :0
LAVATORIES. . . . . :; OTHER FIXTURES. . . . . .0
TUB/SHOWERS. . . . : SEWER LINE (ft ) . . . . :0
WATER CLOSETS. . :3 WATE=R LINE (ft ) . . . . : 100
DISHWASHERS. . . . : 1 RAIN DRAIN (ft) . . . . :0
IF2emar-ks : PATH I
OWNER: -- --- __..__.._ .-- -_ -__ ___ _ - __---- -------- FEES------•----------
VANCE CUSTOM HOMES TIF $ 1550. 00 JF 07/11/94
L- 100 IVF PENDLE" HILL RD BPRT $ 5C5. 50 JP 07/11/94 -
BPLC $ 380. 58 SW 07/05/94 94-254123
NEWBURG OR 9713E B5PC $ 29. 28 JF 07/11/94 -
Ph o,l e #: 537-9288 SSDC $ 280. 00 JF 07/11/94 -
PARK $ 500. 00 JF 07/11/914 ---
Plumbing Contractor^: - _ ... _.___.___._...___---_._...- MPRT $ 45. 00 JF ?7/11 /94 -
MPLC $ 11. 25 JF 01/11/94 -
Name :_ M3Pc $ 25 JF 07/li/94
Address : /le 38TH $ 225. 00 JF 1217/11/114 -
C i t y : 4-Aa _ State : P5E'C: $ 11. 25 JF 07/11/94 Zip- li'7-2ePi Fhone#: �� R- � 2E=ROS $ 64. 00 JF" 07/11/94 -
Rey #: (O7i77 Additional fees not shown her•e. . . . . . . . .
REQUIRED INSPECTION5
This permit is issued subject to the reg
ulations contained in the Tigar-d Municipal Foot/found Insp Rain drain Insp
Code, State of Ore. Specialty Codes and all Post/Beam Gtr^uct Water Line Insp
other, applicable lags. All work will be done Post/Beam 1 'i an Appr/Sdwlk Insp
in accordance with approved plans. This Plm/undslab .nsp Mechanical Final "
permit will expir^e if' wor-k is not started PL M/Under^floor Plumb Final
within 180 days of issuance, or, if work is Mechanical Insp Building Final
I suspended for mor^e than 180 days. Plumb Top Out Erosion Control
Framing Insp Crawl Drain
F'ir•,eplace Insp
Gas Line Insp
Insulation Insp _
7.
/,thorized
� !� -, _ Gyp Board Insp
Plumb ' n*' g E;ontractor Signat�_ire
Call for, inspection - 639-4175
Cont ractor- Notes :
r
CITY OF TIGARD
COMMUNITY DEVELOPMENT DEPARTMENT MASTER PERMIT
13125 SW Hall Blvd.Tigard,Oregon 97223.8190 (503)639.4171 PERMIT #. . . . . . . : IhST9 4--0259
b39-4171 DATE ISSUED: 07/11/94
PARCEL: 25104CA�-07500 ti
SITE. ADDRESS. 13::,69 SW HILL.SHIRE DR
SUBDIVISION. . . . : HILLSHIRE ZONING: R-"7 RD
BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :0 5
BUILDING
REISSUE: DWELLING UNITS: 1 BASEMENT. . . . . . . . :0 s f
CLASS OF WORK. :NEW BEDRMS:3 BATHS:3 GARAGE. . . . . . . . . . :616 sf �
TYPE OF USE. . . :Gr- FLOOR REQUIRED SETBACKS---___--._.---.
TYPE. OF CONST. :5N FIRST. . . . : 1107 sf LEF"F, . : i0 ft RIGHT'. .- 14 ft
OCCUPANCY GRP. : R3 SECOND. . . : 1225 Sf FRONT. :20 ft REAR. . :.:31 ft
STORIES. . . . . . . :c THIRD. . . . :0 S REQUIRED-_---_. - ------_...___._.__._
HE I GI-JT. . . . . . . . :E.6 f t TOTAL--- -_ :2332 s f SMOKE: DE'T'ECTORS. :Y
FLOOR LOAD. . . . :40 ps f VAI-U(---
. . . . . $: 160809 PARK I NG SPACES. . : 1 j
Re mar^ks : PATH I
PLUMBING;
`;INKS. . . . . . . . . . . 1 FLOOR DRAINS. . . . :0 BACKFLOW PREVNTRS. . : I
LAVATORIES. . . . . :5 WATER HEATERS. . . : 1 TRAPS. . . . . . . . . . . . . . :0
TUB/SHOWERS. . . . :3 LAUNDRY TRAYS. . . : 1 CATCH BASING. . . . . . . :0
WATER CLOSETS. . :3 SEWER LINE (ft ) . :0 GREASE TRAPS. . . . . . . :0
DISHWASHERS. . . . : 1 WATER LINE (f t ) . : 100 OT14ER FIXTURES. . . . . :0
GARBAGE DISF'. . . : 1 RAIN DRAIN (ft ) . :0
WASHING MACH. . . : 1 SF RAIN DRAINS. . : 1
MECHANICAL _____ ___._...__________.____..._____.......__.._..____ FEES .-._._...._._..__.__...____.__._.._._.
FUEL TYPES---_______ __ UNIT HTRS. . :0 type amount by date recpt
/GDS/ VENTS . . . . . :0 TIF $ 1550. 00 JF 07/11/94 _
MAX INPUT:0 BTU VENT FANS. . :4 BPRT $ 585. F0 JF' 07/11/94 -
FURN ( 100K . . :0 HOODS. . . . . . : 1 BPLC $ 380. 58 SW 07/05/94 94--254123
FURN ) =100K . . .- I WOODSTOJ) C. :0 B5PC $ c9. 28 JF 07/11/94 --
FLOOR FURN, . . . :0 CLO DRYERS. : 1 SSDC $ 280. 00 JF 07/11/94 -
D01L/CIrP ( 3[Jr-":0 OTHE=R UNITS: 1 PARK $ 500. 00 JF 07/11/94
GAS OUTLET S: 1 MPRT ? 45. 010 JF 1217/11/94 -
Owner: -- --- --- _____.____.__ ______-.---.__________...HE'LL: $ 11. 25 JF 07/11/94 -
VANCE CUSTOM HOMES M5PC b 2. 25 JF' (717/11/94 -
291.00 NE PENDLE HILL RD 3BTH $ 225. 00 JF 07/11/94 -
PSPC $ 11. 25 JF 07/11/94
NEWBURG OR 97132 EROS $ 64. 00 JF' 07/11/94
Phone #: 537-9288 ERFIC $ 20. 80 Jr 07/11/94 -
Cuntr^aCtor; _._._ ..__.._....__.__._____..________ _.____..- ___...__ERr`'C $ 20. 80 JF 07/11/94 -
VANCE CUSTOM HOMES
L9100 NE PENDLE RI)
N_-'A4BURG OR 971322
Phone #: 537•--9288
Reg #. . : 90538
4
$ 3725. 71 TOTAL
This permit is issued subject to the regulations contained in the -- ---- - REQUIRED INSPECTIONS -- - - --
Tigard Municipal Code, State of Grp. Specialty Codes and all oth!r Foot/fol-tnd fnsp Fir•eralace Insp
applicable laws. All work will be done in accordance with approved Post/Beam 3truct Gas Line Insp
plans. This periit will expire if work is not started within 188 Post/Beam Meehan Ins!_tiat ion Insp
days of issuance, or if work is suspended for more Van88 days. PIm/1_tndslab Insp Gyp Board Insp
F=ILM/Unrerfloor Rain drait, Insp
Permittee Si gnat i_tre :�l�---1�i21— �---- Mechanical Insp Wacer Line Insp
Pll_tmb Top Oi_it gppr/Se'wlk Insp
i. ;s -ted Ea y - !
- Fr--iming Insp Inc-^h anical Final
_Lau i aspect- i on - 629-dA 7F;
`tw'
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AK 7F*+ts tS,i�:*,w t1" ice"
CITY OF TIGARD
SEWER CONNECTION
COMMUNITY DEVELOPMENT DEPARTMENT PERMIT
13125 SW Hall Blvd.Tip+rd,Oregon 97223.8199 (503)839.4171 PERMIT #. . . . . . . : SWR94•-0f_47
639--4171 DATE ISSUED: 0'7/1 1/94
ISITE ADDRESS. . . : 13369 SW HILLSHIRE DR PARCEL: 2S 104CA--•07500
SUBDIVISION. . . . : HILLSHIRE ZONING: R-7 FID
BLOCK. . . . : LOT. . . . . . . . . . . . . :075
_...._._._.---._..._---__—_,_--_--_—
TENANT NAME. . . . . :
USA NO. . . . . . . . . . : FIXTURE UNITS. . . .-
CLASS
NITS. . . :CLASS OF WORK. . . :NEW DWELLING UNITS. . : 1 I
TYPE OF USE. . . . . :SF NO. OF BUILDINGS: 1
INSTALL 'TYPE. . . . :BUSWR IMPERV SURFACE. . : : sf
Remarks: P'AT'H I
Owner: - --__._____________._—.--.--____.___.---------------------_.___ FEES
VANCE CUSTOM HOMES type amount by date recpt
29100 NE PENDLE HILL RD PRMT $ 2200. 00 JF 07/11/94 —
1 INSP $ 35. 00 JF 07/11/94 — s,
NEWBURG OR 97132 ^t
Phone #: 537-9288
Contractor:
CONTRACTOR NOT ON FILE
---____---------__---____----.—_—_--_—
Phone #: $ 2235. 00 TOTAL
Rey
—_ --- -- REQUIRED INSPECTIONS
This Applicant agrees to comply with all the rules and regulations Sewer 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
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.
i
71ermittee 5i
Issued By
Call for inspection 639---4175
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Residential Building Permit Application
City of Tigard
13125 SW Hall Blvd.
j Tigard, OR 97223
(503) 639-4171
1
Jobsite Address: -
Office Use Onlv I
iSubdivision: 41—."ALL L&,, 'L _ Lot# 7 Planck/Rec
Valuation: (�C) 1 L
Corner Lot? Y
Permit# 5
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■
Flag Lot? Y Reissue of
Map &TL# 1 -6 75 v
Owner: Approvals Required
Address: �/M .t�'• N /`��v -G �r� Planning
Engineering
Phone: �6 3 7- Other
Contractor: items Required
Address: _ Subcontractors
Truss Details
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Phone: _ Other.
Contractor's License # lei
(attach copy -51, Or6gon firense
Contact Name & Phone:
Subcontractors: Architect/Engineer: ,&114Rk _S;i=ui9f3T
Plumbif�g: ,��.'�`1it G E� /s,u.� Address: —Z
Mechelllical: ,4 7� / i Ts,13.c�) (%r
Vttach copy of current OR Contract is License)
f Phone: j y- .
JOB DESCRIPTION: S, � �cr� ✓ ��� ��i _
Applicant Signature & Phone number
Received by: Date Received:
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I1 Permit# Account Description Amount Amt. Pd. Bal. Due
Bldq. Permit (BUILD)
Plumb. Permit (PLUMB) 'Z Z J, '0 «`
Mech. Permit (MECH)
State Tax (TAX)
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Bldg: .�2�(', jv
Plumb:
Mech: ;Z • Z
Plan Check
(PLANCK)
Bldg: YV- S b'
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Plumb:
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Mech:
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Sewer Connection (SWUSA) ZZ C-0
Sewer Inspection (SWINSP)
Parks Dev Charge (PKSDC
.SOv..
Storm Drainage Chg (SDSDC)
Residential TIF (TIF-R) u
l (j,
Mass Transit TIF (TIF-MT)
Commercial TIF (TIF-C)
6
Industrial TIF (TIF-1)
i
Institutional TIF (TIF-IS)
Office TIF (TIF-0)
i Water Quality (WQUAL)
Water Quantity (WQUANT)
Fire District (FIRE)
Erosion Cntrl Permit (ERPRMT)
Erosion Planck/USA (ERPLAN) -9y kv
Erosion Planck/COT (EROSN)
TOTALS:
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C:I I'Y OF TIBARI) RECF:IF1T OF VIA YMI"NI 11EVALIPI NO. S94« 2.54.346
CHECK HMOUNT ; 5710. 11
NAME ; VANCE CUS7 UM HOMES UISH AMIJUN T ; 0. 00
ADDRESS ; 2-9100 NE PE:NDI.FHILL. RI) PAYME;:NI Df4lh e 07/11/94
NEWBE'RG OREGON
SUBDIVISION
9713P.-
PURPOSE
713 ,._PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF- PAYMENT AMOUNT PAID
HUII..DINS PERM MST94-02'59 585. 150 PL.UMBINl PT ".RM_, _w.. 2251. L71_0
MECHANICAL. PEs 45. 00 ST. BUILD PER 42f. 78
PLAN CHECK FE 141. 83 SEWER USA SWR94--OP47 Pi-ovv. 00
SEWFR 1N8!"-�EwCT 35. ID0 PARKS SDC 500. NCS
STORM DRAIN F;DC ,-.Ari. 00 RE S 1 IiVN C'I AL.. T R A F F I C .S 1430. 00
MASS TRANS I f TI F FEES i 0. 00 I ROS I ON CONTROL- PF RM I T r! E 6". 00
EROSION CONT'RC)l_. PLAN CK Flo. 80 EROSION CONTROL, 20. D0
1;3369 SW HILI—SHIh!F.. DR
H I L..LRH I RE LpT 75
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TOTAL AMOUNT PAID — -.> `i71 rh. 71
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C I I Y OF T'I GNRD Rk:I"r- .I P I MJF PAYMF N I RE.Ck d PI NO. r 94 e:.:a41c".3
l GMA.;K NMI)UN 1 a c!W. 00
INf-IME r VANGF CUSTOM HUMES (:;ASH AMUUN I a 0. OIA
ADDRESS r 29100 NE PEND1..E: Hxi_I_. RD PAYMI_:N I DH I k a 07/0b/94
NE:WBE:RGV OR SUBD I V I S I LM a
97132—
PURPOSE OF PAYME:NI AMOUNT 14.4ID PURPOSE OF PAYMEN-1 AMUUNI PAID
RLAN—CHECK F"E..a.7--4R ...._____ c`,'i0. 00. _.._.._....___....___..._.._.......,__.�..._.._.. ___.._.._..._.....__..._.........,_
M#LLONt'Rit LOT 75
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it l� a VANC:E CUSTOM HuM aj I'Ahtl AMC)UN•T• w. OL`I
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iPI ("HE(A FE f•'i. �� F-,kOsll.IF1 C.I j rjo K'i►. ��� p;,,r
t"IN CONTROL. PLAN (;14 i". 80 F-HtJa•1 o2 i
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MA).1110NA1_, 133W) yW FiII..1.i�FiTNF: pts
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T i 11 AL AMOI N T• PAID _ > 2.09. 60
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