15245 SW 116TH AVENUE-1 Design and Drafting Dynamics
May 1, 199E Phrt Povlew• (� ? - �S'f ��/��6 -o/}'Y
marn
CITY OF TIGAR �
May 1, 1996
CI�'lf OF TIED °''' \`,�.. ,►�'
OREGON 1p
OREGON ' 1 4 . Complete the enclosed Special Inspect.ion form and return to
i` this of r;ce prior to our issuance of the building permit
�esiyn and Draft.ng Dynamicl� Co les of all, special inspection reports shall be filed with Structural Special inspections
500 Washington Street / P
Vancouver, this office continually during construction. A final signed • �✓
WA 98650 The owner or architect or engineer of record shall oomplate Parts 8 A D of this tam and then-slum it to Uhe Building Division
report must be on f.ile before occupancy will be permitted it Please note that a separate soils speciai inspection form may be required �� .•re �'�'%'• �,f r- , `
for approval�to i>;ssuaiwe of a building peen ( . --- .
[OSSC, Section 306 (c) ] . and additional special inspections may be required Mr contractor design items.)
Re: KING CITY p
rIVTC ASSOCIATION
15245 SW 116th Avenue ✓
PC3-35R B►,rP96-01 Manufacturer' s details and specification for each style of _ � 3
84 .�' truss used must be on the premise for completion of the Nro�Ct Addtroas: �- u r /-� 1/� PmOd ulama• KI��� G t� C i y r r. ✓f t;�C _.� ` �'
The framing inspection. No: yI \
lens and en Amhkoct of Record
P engineering have ��): PN,to�ee � ` :y, y' `• ~ a►'• l� i
9 g ve j . - - ✓
been reviewed for conformity to
•' �(
applicable c:ades Submit three (3) copies of revised plans ;, Copy the engineer' s tooting design onto Sheet lA and have the - -- Phone NO: - -i, 1•
inco:Y`viiatif.�r the following requirements : P P engineer stamp the sheet. hwer ofReootrd(term►:
P
mite g i Ttta 1o(IoMrklp a1 irlapecUons and structura)observeftM i1It�M be pi1101med according to tits State Budding Code and the y`
'1 Chapter 14.06.010, 14.Q8.tJ101uilps a sohaduI*of inspections is submitted by lila Engineer
hapl►
7�w' Provide a site plan showing the building location, distance to CNyofTlpard'sMtxlidpalCode
the Build Divislon. ,• - i ti.\ �\.
Raowd and apprrz�red by
1. Roof storm dr.z age piping local be connected to an approved ` property linea, and the nearest public way. '
I storm drainage system [Section 3207 and 2905 (f) and OPSC ❑ PrssUessed Concrete `
S - lease ive me a call . A. ❑ Reinforced Concrete
Section 1401] . If you wish to discuss any of these items, p 9 I ❑ Structural Masonry, f . _ _ '�';V `• ` '•'•.:`L,, ��� -G��- � ` 'f w \
❑ Structural Steel C3 Fireproofing
�\ �+
Structural Sincerely, ❑ Field Welding 1 c,,► Na^
Other
,.i�� ❑ Shop Fabrication Sr t r- ¢>aa r A-�-�� .t. '• �,s !411( 'T'� bP +� �� '�c;,, `' '�,_• � '\.
Provide structural calculations starrpad by an engineer with a � � h� \�• /
_7, or Quad testi agency to perform the special inspectima noted in Part A above, lye
f current license_ tl !3. IrlOikate the special irnspect� testing , C/
Every page or sheet of a set of plans containing
✓� James Funk
Pec' Q .
P n1n drawin s Plana Examiner �
Including addrersses and phone numbers• Submit names, quaNficafinns told certifications nt the special inspectors •%�, it
g g assigned to the project. The special inspector or inspec'°tion agency shall submit a final signed report to the Building
were tuMMed and reported and,to the best of his/her a ��o
and specifications required to be prepared by a State of Divisiat stating that ail items requiring spedal inspection and testing e and a
d ficatiorts, aPPr chary y i . ;Keo P'
8nclosure oved design rawings. sped F t° L.
Oregon licensed engineer must be stamped, signed, and kr►owiscdge, h conformance `aim' the n final report requirements). ��
must have the expiration date of that engineer' s license i applicable workmanship previsions of the U.B.C.(sae U.B-C.7015 for snits special inspection l®, missed inspections.
} discrepancies In inspection eoverag (•
f by his signature. OAR 820-10-620 and ORS I euesc-oic.�>I-3sr Items not in conformance, wuesr;.ved Items a a71y itemised in this report. _
Ort. J �4
672 .020 (2) .20 (2) . �riod' nspectinns when cortinuous wa3 requi(ed, etc.) shall be specifically
Structural wood members exposed to the weather shall be s �� ; .' ,�� •
pressure-treated. Specify the wood columns to be treated. r rr•
anon E ineer of Record a ��.2e� '
C. ❑ Str,.c2ural Site Obseryby ngl !. ,�
I have been told that the building has been fully constructed..1,31 � �_.�. - •-
w_
Therefore, a permit cannot be issued until a final special D. The owner hereby agrees to employ the special inspector,approved testing ageandtor engineer for the above-notedFLj
'. ,y inspection report is received from an approved testing agency. observation.
' ? special inspections and/or structural
The report shall address the following items:
A. ✓��Y
All structural columns are of pressure-treated wood. • ',• •�,••. • :. ,•r. -
Sgnature of Owner
;'j b. The column footing depth and diameter. � �• • � • -�'-
Phone No.
C- The column bearing depth. Print Name '
D. The column �;?ameter and depth. i Date
—
t--irm
All dimensions shall be as required by the engineer's design
(see Page 4714-4) . wow"
15245 SW 116th Ave
BUP 96-0184 � Stnictural Plans Examiner signature
1 of 14 15245 SW 116th Avn
SUP 96-0184 r
r 13125 SW! Hall Blvd., Tigard, 9'7223 639-4171 �D (503) - 15245 SW 116th Ave 4 of 14 �- C� r-• _ !
13125 SV1l Hull Bhld., T1VoOrrl, OR 97223 (503) 639-4171 503 684 15245 SW 116th Ave / _.C� � r `
TDD ( _ EIUP 96-0184 �1 SUP 96-0184 �• �J�C7 `�._�. �i
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JOHN W. PARKIN I JOHN W. PARKIN 4;11 kt JOHN W. PARKIN w?►4- 3
CONBUUrINO CIVIL AND WISUCrURAL UNOINMR WIIdUITINO CIVIL AND WMUCTURAL ENOINKMR
• � CONBUUrlNO CIVIL AND eTRUCTURA4 IGNOINa1R
600 WASHINGTON BT. (380)884-YB78 (360)884 $
VANCOUVER, WA 88880 FAX(380)884.11878 VpNCOL7VEA�W 988e0 FAX(380)894-, 6 500 WAS ST FAX(380)884.3378
VANCOUVER, WA 88880
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JOHN W. PARKIN __ _. �.�
CONBUI:rINO Civil,AND si Ruarunm.•Na1NRian
211
15245 SW 116th Ave
15245 SW 116th Ave BUP 36-0184 15245 SW 118th Ave f
BUP 96-0184 6 of 14 1 UP Soy 118th Ave
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15245 SW 118th Ave 15245 SW 116th Ave
X38-018.4 BUIP 98-0184
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9 of 14 10 or
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perklnm/'jparkin — _ e-mail: name®johnwperklll.coll► 12 of 14 1
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Beginning at the NW cor of the shuffle board
cover which'is S 29"3213011 F 190-0011' S 614
27' 30" W 263.00' ft fronj the NE cor of lot 14 A
- I King City No. 1, thence S 18'57130" W 30.00
ft., thence S 7102' 30" E 60 ft., thence N 1857'
30" E 30.00 1110 thence N 72 02' 30" W 60 ft.
c Pl o n Far .3 a x d o Sh uffl e ,fro at d Cove r
located on �cf /f 8/*4k .I /Cin Ci /Y0 .1
SCALE:: � •� s s'Q / APPROVED BY: DRAWN BY
PATE : ,Tune /v 9 REVISED
DRAWING NUMBIFN
15245 SW 116th Ave
BUP 96-0184
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