14645 SW 74TH AVENUE ADDRESS:
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( ENERAL -N0FES: i
�1. ALL MATERIALS AND WORY.MANSHIP TO C^'IFORM TO THE UNIFORM GUILDHG CODE,
1982 EDITION AND TO ALL ST!krE x-ID LOCAL CODES.
?�. DESIGN LOADS: ROOF LIVE LOAD 25 PSF
WIND LOAD 20 PSF '
SEISMIC ZONE 2
0 2
ALLOWABLE SOIL BEARING 20001PSF O
CONCRETE -•
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f'c = 3000
SI AT 28 DAYS, MAXIMUM SLUMP IS 4" FOR ALL FOOTINGS
FLOORS.
. _ CONCRETE REINFORCING ?
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.i: _ `—`_`'•- ;---�..•- - cc ._�- ax:a-r-zz--_mss__=_..�_:.zxc �r-:-.- -.._ - t LREINFORCING
ASTM A-615 GRADE 40'
=4 BARS AND SMALLF: Or GRADE 60, RAGER DEFORMED
BARS
? -� t�Rt`pqp�T� _, - 1�:: , , - _;�\ - •-�-- >�' \ .�� . �-�•,~- I�J--�a� "\--I�r � ON
( I PLANS
UNLESS OTHERWISE
,, MINIMUM OF 15" AT CORNc?SLAP ALL REI" FORCI,,G BARS MINIMUM OF 24 DIAMETERS. LAP ALL
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f � a) DEPOSITED AGAINST GROUND 3"CONCRETE POSEROR AGAINST GROUND AFT :R RL.
_O MOVAL OF FORMS 1-1/2"1CONCRETE PROTECTION FOR REIrF� q -CEMENT: U
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f ;.t.tC�; _:, (C;) GENERAL CONTRACTOP IS TO NOTIFY EPPING, ENGINEERING,
INC.IG, 11- AT LEA•.
24 HOURS PRIOR TO POURING CONCRETE FOOTINGS AND SLABS. �
4, a '
z" -T, CO,ITRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO PLACING CC (CRETE. I'
• � � ��,`•j�j� ���-. SIN X71 ��.,� Ew,�_ T,-�� �''�. .- _T V�aI�._ �.�- � `-_i, � 1
CED ON MAXIMUM B LOOSE LIFTS AND COMPACTED TO M ,—
, ' `1 �'��. 'j � � ,� '. t: �-• ', ', 5 .aLL FILL TO ?E P!A �! , '� 1
93 , DRY DENSITY 'ki ,CCORDAiI I )
F , A R r, CE WITH ASTM D-15 D AND AASN -T 1) 4
ILL ,1 TE .:-L Sr.;LI uF A CLEAN M I:RE OF SK' ( r0 I� T.' �ti. � •T
- E ? I D '`i D
jT' - �-r. r /; I / BAST TF I;� S� ._F 1 10 ORr,AIjICI►•+ATE ,` 11�
RIAL WILL BE ALL,"WED,
L ; / -/ ' / �j `� / / _ ALL FILL ','A;ERIAL SH4LL BE PERFORMED UlklDER THE SUPERVIS I ".� ,'k
! A'�OSCAPE DESI.,N EY OT,-iF;RS. - - / / I ' SOILS �Ir ' ;: IOY OFA ''ll,:'- '
E al l_ R OR HIS REPRESENTATIVE IF REQUIRED BY EPPING Nn:N; r r"
i �� ., .J -- _\ �.: �t4 I Ilr,• I El,,,.li _R:
6i; FOUNDATIO`iS MUST BE M 1
SMOOTH, LEVEL AND S UA t c •
t- r HIS BUILDING TO BE EQUIPPED Q RE. TOP T(, HAVE TkJ.v�l F1
I �IITH A.! APPROVED AUTOMATIC 7?• STRUCTURAL STEcL �
IRE EXTINGUISHI4G SYSTEM
I I 0 I NP,000HOUT. (Aj ALL STRII(;TUR;,L STEEL TO BE rS�';f ,1-36 (I1IN,) , SEE SPECIFICA ;p"ISLu
ALL WELDS , STANDARDS.
0 Bc PER AWS STANDARDS.
j . , -• ti� '.:.-1 r:_. i (C) ALL BOLTS TO BE :,STM A-30?.
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�, , I METAL BUILD(' ES '
- r-• � NF.D I.1 ACCORDANCE WITH METAL BUILDING !"AN-
IG TO BED G yJ
UFACTURER S ASSOCIATIOI CODE, 1974 EDITION. SHOP DRAWINGS FOR P-tE- (1'
�..,;�.,� E IGrNEERED METAL BUILDING TO BE ;IJPPLIED BY CONTRACTOR AND SHALL B �
�»
ERTIFIED 6Y AN ENGINEER P,EG[�TERED IN THE STATE OF OREGON.
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ALLWESHALL CO I;ORN TO THE PROVISIONS OF THE C07c F P WELDING
r •� IN 3UILDi`iu CO!1STZUCTI• ` . _ J ` r:
J,! r,.W.S. D .0-69 OF THE AI',- G ...
ROPOSED +� ' r.� D:liu .�o ,
EXCEPT '�IHERE OTHERWISE INDICAT'D ON THE STRUCTURAL E ll. �-
p • SPECIFICATIO,iS. rJ_L WELDI`G NAL ,, IN TF•_
0 X 100 ' MANUFACTURING - � IN ACCORD WITH THE AMERICANx S L "L PERFOP•,',ED BY WELDERS CERTIFIEI' � l
MELDING SOCIETY.
�► _ =� =rJ � �� lADD1TION & 1 15 ' X 30 " OFFICE -'! 1a LI"'GER 'R^DES REvisi
_ = y -a RIDES
y• f =( ��, (.A) ALL 1.COD "I PLQM',NE';T CONTACT WITH CJ"'CRETE TO 8E PRESSURE TRE,' : '),
7 1
PLY:IOOD
ROOF SHE,�TH.Itr, TO BE 5/3 STANDARD AOA 32/16 WITH E:(TE. I��;
IG 0 BE EQUIPPED GLUE.
='IS BUILDING T � G `�- T
[TH ANAPPROVED AUTOMATIC ;_1 (C� PLYWOOD POUF SHEATHING MAILING: 10d HAILS @ 6" Ml
y.I j SUPPORTED EDGES �1 O.C. . N... AT ---a.r..». ..�.,.
srcri IRE EXTI"IGUISHI'JG SYSTEM ;t 0 I I P AND 10d MAILS @ 12 O.C. MAX, AT ALL I!1TERIOR DESIGN -
THROUGHOUT.
PORTS.
GE`IER',L WOOD FRi,�1[',G: d? DRAWN
DF AND BETTER (,;;LESS OTHERWISE NOTE3.
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_ '•� i'i �L y� r I'� fir, "�� I CONTRACT')R SHALL PROVIDE ALL FIRESTOPS AND DP,AFTSTOPS REQUIRED BY T;, JOa NJ. =
_ UNIFORI•, 3UILDING CODE. BACKING` AND CLOCKING SHALL BE PROVIDED FOR OAT� - I-
,' �..-. �:• �., ~� . _ j=-;,',, � GYPS(;!q ;d�LL60�RD A`!D HISC. ITEMS AS NEEDED. )i
REFER TO .;r_Cir"1C TIONS ON SWEETS '12 1r10 ?3.Lu
SITE
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Cc '� 2 . SPECI73 M 1
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` 13. SPE' CIFICAT10NS
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NSPBCTON NOTA
City or Tigard Building Department
13125 BW Ball Blvd. Tigard, Orat»n 97223
Inspection Line ('Hor-O-Phon**)s 639-4175 Bustne®s Phone: 639-4171
Inspections_ Lyi Q t 1A tro
Footing Plbg. Underslab Mach. Rough-in 1,ppr/8dw1k
Found. Plbg. Top Out Gin Line 1Ih,2Lt
Post/Beam Struct. San. Sewer Framing
Port/Beam Mach. Rain Drain Insulation -Plumb.
Plbg. Underfloor Nater Lina Gyp. :,d. _Mwh,
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Date Reques►t1errd---((�� -/ /A��1 tJ� _Timet (7_AM
_Pm
nddreest___�`[ 9< 77- /�V` Permit tt
THR FOLLOWING OORRECTICNS AAE REQUIRED:
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Inspectors ( Date:_
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�"�APPROVED DISAPPROVaD —, APPROVED SUBJECT To ABOVE
__----Call For RA:nap.
N� SPE(L (L? NO'"ICE
City of Tigard Building Dopartasant
13125 SW Hell El.rd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phones 639-4175 Business; Phone: 639-4171
1
Inspections__ fi•V ___
Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Can Line FINALS
Post/Beam Stru&.. San. Sewer Framing -Bldg.
Post/Beam Mech. Rain Drain Insulation -Plumb.
Plbg. Underfloor Nater Line Gyp. Bd. -Mach.
Date Request.eds Times n' GAMPM
Address ', " Permit #t�U�' 3 -Z)2-9(0"
Builders
THE FOLLOWING CORRECTIONS ARE REQUIRED:
-- -- ---- --- -r
Inspectors Date:
,,.�APPROVW DiSAPPROVIID APPROVED SUBJECT TO ABOVE
_Call For Reinsp.
CITY CSF TIGARD
COMMUNITY DEVELOPMENT DEPARTMENT
13125 SW Hell 91vd,Ti,lerd,Oregon 97223.8199 (503)83?•d!1
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TY OV 'I ILIORD I U."I ()I Ppyllt.1\11 RE't"I'API 1\111,
OW.CK OMIAIIIAl
NAME., a KOM— CASH 1')I11C)IJNr 0. 00
P,i���)R F S SW McANNIF', L.N P(AYMI NI Twil 10/08/93
ALOHA, (M F-31-1131)1.V.1 ci I I jll
97007-
OF VnYMENT t011111N'l PAID PURVICRiL OF PflYMEN1 AMOUNT I
W-1 I 1 11 1 NO VIF RM SUP93-0286 .115. 00 BUILD PER
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14645 SM 74111
101Aj- HMtlk,INI 1'A.I > P6. P-On
Residential Building Permit Application
City of Tigard
13125 SW Hall Blvd.
Tigard, OR 97223
(503) 639-4171
Jobs6te Address: W
Subdivision: Lot # Office Use.rJ
AII
tr Pianck/Rec#
Valuation:_� S,. COD _ D
Permit# /5 " '
Owner: eReissue of
1
Address: ��L 5� '. f3y _•
Approvals, Required
T k A--1e-
�— Planni ng
Phone: _x.03 5 = � 1 3 _--
Engineering
Contractor: 2. 1, Co V\� s k C 0 _ ether
Address: 2 _W• ,��►i i _L4
items_ Required
Subcontractors
Phone: S 5 1 S ,
Truss Details
Contractor's License #. ?= '—
(attach copy of current Oregon license) Other
Subcontractors:
Plumbing:
Mechanical:_
(attach Copy of current OR Contractor's License)
Architect/Engineer:
FL
Address:
v
,°^' Phone:
V
LL1
J
COMMENTS: lJPwfn_2] O ,�C, s 4.,001 - 960
91
jIpplicant ignature &j ne number
Realved by: _ Date Received:
T
Permit # Account Description Amount Amt. Pd. Cal. Due
,q Pf3 Bldg. Permit (BUILD)
Plumb. Permit (PLUMB) _
Mech. Permit (MECH) _
State Tax (TAX)
Bldg:
Plumb:
Mech:
Plan Check (PLANCK) _
Bldg: _
Plumb:
Mech:
Sewer Connection (SWUSA) _
Sewer Inspection (SWINSP)
Parks Dev Charge (PKSDC)
Storm Drainage Chg (SDSDC)
Residential TIF (TIF-R)
Mass Transit TIF (TIF-MT)
Commp—ial TIF (TIF-C)
Industrial ,_7 (TIF-1)
Institutional TIF (T F:-IS)
Office TIF (TIF-O)
.J
Water Gulality (WOU NL)
Water Quantity (WOUANT)
Fire, District (FIRE) _
TOTALS: 2 L ,