10975 SW GARDEN PARK PLACE GI.NE RAL N0_11:.`, t
Gi Ni kA -- -- - - 1 � •�Y
1 . these notes are
general in nature and are intc,ndea set minimum Standards t,:r
rn over rhe ycl)ttra �'��
construction. The drawings shall govel notes to the extent
shown . •:� m
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2 . The Contractor shall verify all dimensions and conditions on different drawinys r�
and in the field and notify the design agency of any discrepancies before
proceeding• o-3<, c r---C E
-I.—Inspection and/or ,lob supervision is not provided by this design ,agencv unless 1 I �''-- - --- I • _ �f� � �l
specifically provided by other contract. l 'af I , 20
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4 Contractor to provide all necessary temporary support for walls and floors prior 1 I; •* / ���, �'i ' - � � J •�-� e 1.:3
to completion of vertical and lateral load systems . � � ' xM, r•
it.
CODES AND STANDARDS I
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1 . All work shall be in strict compliance with the foil ,wing codes ( latest edition) :
a. State and local codes (s'arify with local building official ) .
1 , 1
b. Uni forwl Building Cod*.
c. ACI . AISC, and NDS.
FOUNDATIONS (resign n so i 1
( g pressure 2000 psf plus 20X increase for each foot of width l�'
cver 12" but not to exceed 2500 psf. 1
1 . A11 footings to bear on firm, undisturbed soyl and 1 ' •-6 below final grade. ry/ i 1, I 1 �• _ ,� _ __- _
9 �
Notify designagencybefore proceeds if an unusual conditions are encountered r� (f r N r � Q T s s 1 � �i( I .71
in the footingexr_avatioes . r �wF / , i , _ �, I NI
2. Oo not excavate closer than a 2: 1 slope below footings . 1 i, • I __ � _ pc
Im3. Clean all footing excavations of loose material by h-ind. 01
CONCRETE �I NO/
1 . Minimum concrete compressive strength to be ?500 psi at 28 days . Minimum cement /� ► , --•�_ �fl/ e ' � � g �e i - N
content to be 5 sacks per aid. MaximUm sl - / �" N'
y unrp 1" ex,.ept exposed concrete columns ( �- _ _ � a ti'
slump not to exceed 3" .
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2. ?lace and cure all concrete per ACI codes and standards. / �� , , �, y I I j, / a 0
3. Provide keyed control joints in all slabs on grade a': 75' o.c . each way maximum.
Provide heavy3/4" tooled joints at 5'-0" o.c. and !/2" I �. / / / CL 0
( a j premolded expansion joints 33 I � I. v
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at 30' o.c. in all exterior walks and slabs. �� I
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REINFORCING STEEL
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1 . A11 reinforcing steel to be A-615 grade 40. Wei
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'ided Swire mesh to be A-185.
' 2. Place all reinforcing per ACI codes and standards. � � / ,� � � /� � I _ -+ �•• � In
3. Lap all continuous bars 30 diameters mini�lum. Q • ,' / �� I `Z'� �� I I ��
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7 �? s s 8 - ` 34 TOTAL
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1 . All lumber species and grades to be a! follows : - - - - - - -. ._ �N . ,
5. 6 Jerlam beams : Douglas Fir/Larch unless other noted. 1,440i), exter iur glue,
�`i �• \ x 3 .� •�,NG �►NIMA �5 - •c�g� -F Gi• -ea�r..l' �+/� qa! moo
a . Joists , beams and stringers Douglas Fir No . cambel*•1 1/2 x D.L . unless shown otherwise on plans . RITC certification. g / /�/�\ �> Y <'T .o-T
6" nom.beamS dud stringers Douglas Fir No. 1 `\\
/ / � � ` L ..�' 1 `:w.r. r_ ;�r.T M F ;•.' '3-wG>b DATE
h. Bucks . blockin bridging and misc. Doug Fir or Hein Fir No. 3 \ ST_ TURAL ST / i \\ i
g• 9 9 9 / / / c=, - IC3 - 15
Studs Doug Fir or Hem Fir "Studs" 1 . Al�iscellan�is steel to be A-36, fabricated in accordance with AiSC . / / // _ -1 8
\ G / \\� \ � / \ 22 = X 5 .1G GZADE COr\1TO,JfiS I AUV• ?8
d. Sills. sleepers . plates 6 nailing � � ,' - - _
blocks embedded in concrete Pressure treated Doug ( ir 2.� All bolts to be A-V7. X20' 1NI�r� ri_OoR �L.EvA?;c�NS SGT ��
e . Posts Doug Fir No. 1 3, A we to be w4--K60XX or E70XX electrodes in accordance with AWS . / �/ , / .� / '
f . Decking 2" T✓1!G Herwlock , Select Grade. For
span over 5`-6" Two-Span continuous.
Al l other same or simple ;paTi. - No joints
between supports. /
2. All joist or, beam, framing into (not bearinq on) oeams , hr.aders , or gAl girders shall ,' /�
be supported with "11" type "Simpson" or equdI joist or beam hangers . Al po,1. beam
and post footiny connections to be made with Simpson post cap and post bd•,e .
3. Block solid between joist. ;,,;'1 rafters at bearing walls . CrosSbriciye dl. H' -rr" n>d, . \ \ , *
o.c . at 1 x l�.' .
SHEET NO.
All plywood to be Standard grade with exterior glue. Minimcmr p! /wo„,1 nailing till
com. at 15" u. c . at edge and 11" o. r . intermediate bearings . (n;tall roof and fluor '
OF
sheathing with tact' grain perpendicular to supports . Stagger Iuints . Plywood J . D.
index for floors and roof - 32/16. See nal Iin schedule. i
cm urea ro•, n .
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NOTE: IF THIS MICROFILMED # 2 ._.. 3 4 5 6 7 8 9- 10 I I 12
DRAWING IS LESS CLEAR THAN
THIS NOTICE, IT IS DUE TO
THE QUALITY OF THE ORIGINAL
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APRIL 20 1992
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10975 SW GARDEN PARK PLACE
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S PERMIT N0.
ADDR ES I
PERMIT CHARGE none
0�.'^, n ', tiJu J•4 coV,ECTION FEE_ 0:&��_
PAID 8Y __7dla2a)
Tei PE OF SUILO I':G '71t,Lt�-���/��� � _ DATE C0t;":EC T EO
SERVICE RATE
�.`- r y� INSPECTION FEE
— —'
C0%TRA_TOR
PAID BY DATE _
ASSE5smENT PAID
SIZE OF CON"dECTION ----- -
BUILDING DEPARTMENT, TIGARD
PLUMBING PERMIT • '
holder of a valid plumbing contractors license is hereby
authorized to cause p umbin k as herein noted to he installed in accordance with the plumbing code of
"Tigard. Such installations require inspection by the City Inspector who shall be notified not less than four _
(4) hours prior to the time the installations are ready for inspection. City of Tigard Business License required
for all contractors and sub-contractors. 1( - -{'U" _
Cwne --rr d-- .c_Zn-`�La:!P _ Address11.��`�i�i►t+? L r n ate—IL�-_��+ O 197
�a NUMBER OF TOTAL PERMIT NO.'S
TYPE OF PERMIT ITEMS FEE ON EAC i AMOUNT (Office Use Onlyl
RFS1_DENI1AJ— _�_�___. 1--_
_S_ngle Family-11 beth-each 25.00
Duplex-Each 1 bath unit _ _ Z 25,00 �,�
dditional bathrooms-each-- ��_ __ _._�._ 10.00V -_._�
Mobile Homo Space-each _ 15.00 _
INDIVIDUAL FIXTURE FEES _
_ 1 to 50 Fixtures in 1 build n -each _ 3.00
51 to 100 Fixtures in 1 build ng--etch _ _2.50
'_ 101 to 200 Fixtures is 1 build nng-earh _ 2.00
201 or more Fixtures In 1 buil jing_each -Y� 1.5_0
MISCELLANEOUS
t ild�Sewer-1st 50 ft. _ 10.00
Sewer-each additional 100 ft._ _ 10.00 _
_Water Ser4ice to building -���- — 5.00
Private Water Systems-each 100 ft. 10.00_
_Other (specify): - 4 DT T1714".
� v i
PERMIT :)[j — For Plumbing Inspection Phone 639 4171 805 N.E. F,.
State Plumbing Contractor By CAI'11zV' r sur,
TOTAL '7c_� _ RECEIPT NO. Issued ByliL�
City of Tigard Mechanical Permit ^Permit_ $3.00
Nr Installation Replace ❑ Relocation ❑ Addition 0 Alteration 3%State -
TOTAL
CONTRACTOR _ /� _ OWNER
ADDRESS_ ,`�_ . (�U. 7_� WORK ADDRESS 0Zj:j�f
PHONE tc� �-// `j APPLICANT_
Heat Input Rating (BTU Per Hour) Vent Size Flue Size_
---
FUEL OIL ❑ CAS ❑ ELECT OTHER__
ITEM NO. FEE ITEM NO. FEE
For Issuanr_e of Permit — _ _ 3.00_ Air Condition Compressor 15 to 3n HP_ 10.00
New• Under 100,000 BTU — 4AU_ Air Handling 10,000 CFM__ _ 3A0_
N.iw 100,600 BTU &over _ 5.00 Air Handling Over 10,006 CFM _� 5.00
Floor Fr-rnace _4.00 Evaporative Cooler _ 3.00
Will Floor --Suspended _ _4.00 Range Vent Fan 2.06
I!istall Vents Only i_ 2.00 Vent System _ _ 3.00 ~
Repair - Heat& Cooling _ _ �_a 4.00 Hood Commercial �__ 3.06
Air Conditinn Compressor Under 3 HP -- 4.00 Come
mrcial buct System V 10.00
Air Condition Compressor 3 to 15 HP 7.50
-
INSPECTOR'S COMMENTS
CITY BUSINESS LICENSE REQUIRED FOR ALL CONTRACTORS OR SUBCONTRACTORS _
APPROVED BY— DATE ISSUED BY DATE_
RECEIPT NO.
"• Signature of Applicant
` 2876
BUILDING PERMIT APPLICATION coF TIGARD DATE
THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED
BUILDER PHONE
OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. QWNERPHON
LOT NO.-
OWNER 'j0
O.OWNER .>0 Lji0(l i-`a-7rk JOBADDRES51997.) ,idon kltlr+ HOMEADDRESS
ARCHITECT
ENGINEER
_DUILDER_ J jl�.jUr ADDRESS DE51GNER
STRUCTURE ❑NEW ❑RFMODEL ❑ADDITION CIREPAIR ❑RENEWAL ❑FIRE DAMAGE []DEMOLITION
❑ RESIDENCE ❑CCIAM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CARPORT ❑GARAGE ❑STORAGE❑SLAB ❑FENCE
❑BOND ❑htOVING ❑CONDITIONAL USE ❑DESIGPI PEVIEW [:]COUNCIL APPROVED ❑SIGNS
_OCCLIPANCY–LL=LAND USE ZONE 'Ll–i _BLDG.TYPE----L"'—FIRE ZONE_ PLAN CHECK SY HEAT
osist,rVLt dUUlex. I-datta shed iiaragei. v Uedli-JU Ila - 4: i,athe.
TyIrgI, Eu-Isnuo of Lot 9
>11Lt fi1lJ�iiu i��rrnsi. t L!� Tud f gy jiQuall +'Sq ,a E'r --- --
Irer permit , 1 ,49'. 623j 110
OCC,LQA_UHEIGHT 2fl NQ—,aT4BIE$.__-_1 AREA 211
BUILDIVG DEPARTMENT SET BACKS FRONT REAR LEFT SIDE _ �, ' —RIGHT SIDEPermit ] u
THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING
Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE
WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH
Sub-total X17.(:! i ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE
RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS
State TaXII LICENSE. SEPARATE P.E,AM47f1 REQUIRED FOR SEWER, PLUMBING AND HEATING.
Total $22.j„26 IJflf'. i — 1120.00
BY Y` P1 A LICANT OR AGENT -
Approved . Weldeft Receipt No ' ---- — - ----
DATE
DATE INSP. TYPE INSPECTION REMARKS PLUMBING
Contractor
1 q
Permit No.
_j 6
Rough-in
Fixture
Final
- S HEATING
- Contractor n
S` '�
to .
Permit No.
-
Gas or Oil
Rough-in
Final
— - — SEWER
Final
DRIVEWAY—
----- — — Final
-- —i Stom Drainage
--- (Rein Drain(Final
-- -_—'- S idewel k
—� — Curb&Street Final
^�-— Approach —
BLDC,. DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final _
CERTIFICATE OCCUPANCY
Landu aping
Zoning Pinal