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� ��� APPROXIMATE PROPERTY BOUNDARY :tst SW Walnut St AN-N.
e�ecr RECEIVED
.1, sit7ttfe, r NOV 272019
. ' } = _� NORTH � t" CITY O�TIGARD
4 1,13401 Southwest UILDING D VISION
Benish Street c
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EXISTING 30' x 60' BUILDING t- s sv�een;ur}st s e +snsa I
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OUTLINE OF PROPOSED 3 a ��trsc
4 `:COVERED SIDEWALK STRUCTURE a K v
M (APPROXIMAETLY 188 SF)
s
':: _ ,, - SW Walnut Le
- : __ United Soccer Academy
a EXISTING SIDEWALK,, ¢ Ai a
air
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t OFFICE COPY
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SITE MAP cITY OF TIGARD
1 t 1 t1 �'t1 e I NOT TO SC VI + D FOR CODE COMPLIANCE
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Crt'tl tl tit i Pc! ' _ _ .. Approved:
,- r OTC: [ I
PROJECT NOTES: Pcrmit#: �� � CkZ�2 _
w 1. MAP AND TAX LOT #: 2S104AB, TAX LOT 4700 Address: j 90) <t1," >�e l a to eC J
`-- ."« " 2. ZONING: R-4.5 AND R-25
,, 3. PROJECT NAME: COVERED SIDEWALK Suite#:
_ ^fi 4. APPLICANT NAME: DOUGLAS LAMPKIN ����,,.. Dater _ I
5. SITE ADDRESS: 13401 SW BENISH STREET, TIGARD,ik:97773 ���
41
.t". 6. PHONE NUMBER: 503 523-6930
Ut: \ 7. SETBACK: LARGEST SETBACK REQUIREMENT FOR R-4.5 OR R-25 IS 30FT. PROPOSED IMPROVEMENTS
' ' ARE MORE THAN 110FT FROM THE NEAREST PROPERTY LINE (ALONG SW 133RD AVENUE.
q 1 8. CONSTRUCTION WILL BE SELF—PERFORMED.
Girl Y OF T iGARD
Approved byPlanning
.. pp
roved
Date: tv'L1 -11
p Initials: ___._.� -
PP" ' OOP E ! .
SITE PLAN
NF . , Si
SHEET 1 OF 2
SITE PLAN OUR REDEEMER LUTHERAN CHURCH & SCHOOL
SCALE: 1" = 20' 13401 SW BENISH ST., TIGARD, OR 97223
DATE ISSUED 10/15/2019
t:.
1'-6" TYP. 16'-0" MAX.
7'-0" MAX. TO POST 1'-6" MAX. TYP. \`
CENTERLINE OF POST
/ CENTERLINE OF COVERED
�/ WALKWAY STRUCTURE
" CDX PLYWOOD WITH 30—POUND I 2 X 6
ROOFING FELT AND ASPHALT PURLIN
1^I
12 SHINGLES (MATCH EXISTING)
--A ;1 3
� / 2 X 6
i 1 BLOCKING 2 X 6 PURLINS
2 X 6 OUTRIGGER 1 /� 2 X 6 FASCIA
AT TRUSS 1 \ \11 BOARD
LOCATIONS TYPICA_ Pk
1 1 X 6
i" CDX PLYWOOD WITH 30—POUND BLOCKING
�� 2 x 6 TRUSS I ROOFING FELT AND ASPHALT _.4
/ TOP CHORD 6 x 6 TRUSS VERTICAL I SHINGLES (MATCH EXISTNG) Ill
IL
I \/
I
0 2 X 6 TRUSS
_ —A 2 X 6 FASCIA ��<\ MEMBERS
co \
\ 4 x 6 BOARD TYPICAL
2 x 6 TRUSS BOTTOM CHORD " DIAMETER BOLT WITH WASHER
AND NUT, 3 PER TRUSS
° 6'-11 " TYP. SUPPORT LOCATION AS SHOWN ° 2 X 6 GIRT BOARD i 4 X 6 BOTTOM CHORD
BETWEEN POSTS AS
_ _____ \
SHOWN, TYPICAL EACH SIDE BRACING, CONTINUOUS TO
2 WITHIN 6" OF POST
x 6 BLOCKING AT
TRUSS SUPPORT
LOCATIONS TYP.
SECTION A—A
o
1
6 x 6 PRESSURE TREATED 00 NOTES:
1. DOUBLE TRUSS SHOWN ABOVE IN SECTION A—A VIEW IS PROVIDED FOR EACH
POST TYP. (TOTAL 4) PAIR OF POSTS, TOTAL TWO FOR THE STRUCTURE.
2. ALL REFERENCES TO "FRAMING NAILS" ON THESE PLANS REFER TO 0.120"
DIAMETER x 3" LONG NAILS. ALL NAILS ARE GALVANIZED.
SLOPE TOP OF CONCRETE 3. SECURE BLOCKING AT TRUSS SUPPORTS TO POSTS WITH FRAMING NAILS, TOTAL
SIMPSON CBSQ66Z FOOTING TO DRAIN, 2% MINIMUM FIVE PER BLOCK. PROVIDE TWO BLOCKS PER POST, ONE EACH FACE BENEATH
POST BASE TYP. THE TRUSS BOTTOM CHORDS.
(TOTAL 4) N \
4. SECURE TRUSS BOTTOM AND TOP CHORDS TO POSTS WITH FRAMING NAILS,
MINIMUM FOUR PER TOP CHORD AND TWO PER BOTTOM CHORD.
5. PROVIDE A PATTERN OF STITCHED FRAMING NAILS TO SECURE BOTTOM CHORDS
EXISTING SIDEWALK COBBLESTONE BOARDER FOR EACH DOUBLE TRUSS UNIT TO THE 4 x 6 BOTTOM CHORD MEMBER. SPACE
UNDERNEATH COVERED _ NAILS NO MORE THAN 1'—O" APART.
SIDEWALK STRUCTURE 6. SECURE 2 x 6 BLOCKING WITH A MINIMUM OF TWO FRAMING NAILS THROUGH
EACH TOP CHORD (TOTAL 4 PER BLOCK).
��-r-- K ,0 . 7. SECURE PURLINS TO BLOCKING WITH A MINIMUM OF THREE FRAMING NAILS AT
/ ' ' . . .. .' z K _1 EACH END.
I. •
' 8. SECURE CDX PLYWOOD TO PURLINS WITH 2" MINIMUM LENGTH NAILS. SPACE AT
rIC
•,
..
1
cr F 6" MAXIMUM AROUND PLYWOOD PERIMETER AND 12" MAXIMUM IN THE FIELD OF
r F EACH SHEET ALONG PURLIN LINES.
. . .. . .
1—
x
Z .F 1'-6" DIAMETER • ,
5 • CONCRETE FOOTING TYP.
N t.
• Z
. • L .
1- • • • iX K
• COVERED PEDESTRIAN WALKWAY DETAILS
ELEVATION (LOOKING NORTH) SHEET 2 OF 2
OUR REDEEMER LUTHERAN CHURCH 8c SCHOOL
13401 SW BENISH ST., TIGARD, OR 97223
DATE ISSUED: 10/15/2019