Plans (10) BUP2019 -00064
0
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RECEIVED O
MAR 8 0 2019 O
O
CITY OF TIGARD
JUST COMPASSION RESOURCE CENTER BUILDING DIVISION
OFFICE COPY E
O U
BUILDING LOCATION REWE DFoIOCODE OMPLIANCE m M o
Approve I M O
12280 SW HALL BLVD., TIGARD, 97223 OTC: 1 'MM'� N N Y
Pertnit #: RUP aO 19 -0-0_n6 4, F� o
MAP/TAX LOT ID: 2S101 BC00700 Address: l $p i1 BI 'D IN m
Suite#: p
APPLICANT NAME BYt Da c:
L o
' - Q� "
JUST COMPASSION / CONTACT: ROB WATSON tin
152
PHONE NUMBER: 503-476-6206 — — — — — — — — — — — — — — property line - — — — — I� o e
PROJECT INFORMATION NCO 111.00
DEFERRED �
PROJECT LOCATION: WASHINGTON COUNTY I Fire Fire Alarm Alarm let I M
SHED I Z 00
Mechanical
ds 00 plumbing
"EDITION ® elec. Electrical
00 Truss Engineering _
Shop Drawings
TIGARD DEVELOPMENT CODE CHAPTER 18.650 O ds other —
DOWNTOWN PLAN SUB-AREA: SCOFF INS-COM MERCIAL
CARPORT
CONSTRUCTION TYPE: WOOD FRAMED o
OCCUPANCY GROUP: B d
TIGARD USE CATEGORY: 18.60.050.0
(COMMUNITY SERVICES) NI
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I i i Q �IGNAGE
J 2 - LU v Two Levels SPECIAL I,,,r, UIRED
Zds Total 1860 sf State of Oregor5a.r.,�c'Ctars, pecial;r Code
Q ❑ Concrete nforcing Steel
oits Installed in Concrete
INDEX I O
\ Z ❑ Spocial Memortt-Sesisting Concrete Frame
5 W DRIVEWAY
❑ RII II II
einforcing Steel& Prestressing Steel Tendons
— ❑ Structural 4V'elding
13Iwh High-Strenght Boiling
A 1 : EXTERIOR ELEVATIONS ❑ Structural Masonry
I -
O ®ds sew. ❑ Reinforced Gypsum Concrete
ds
A - 2: MAIN FLOOR PLAN o E3l gas Insulabitg Concrete Fill
V>) aC
❑ SprayApDu�id=. ; , asistive Materiels I
❑ Pilings 9orsled 'i rsand Caissons
+ r ❑ Shotcrb4e
A - 3: BASEMENT CONSTRUCTION PLAN I �l
L 1 13Sr1hJc:
,3i ,aMfl�, xL ration and Filling
— ❑ SmoKe Cattrof Syste:rs I
❑ ob ,. 'nspeotiorl:
A - 4: BASEMENT ELECTRICAL PLAN Q — — — — — — — — — — =�— — O
sten
_ — - property line — — _ _ _ —
pole �—
A - 5: INTERIOR ELEVATIONS & FIXTURE SCHEDULE O DRIVEWAY
S - 1 : GENERAL NOTES & STRUCTURAL PLANLLI
Street sign
S - 2: ELEVATION & STRUCTURAL DETAILS
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ALL CONCEPTS,DRAWINGS AND WRITTEN
MATERIALS SET FORTH HEREIN CONSTITUTE THE
ORIGINAL WORK AND PROPERTY OF INTERIORS BY
CITY OF TIGARD BLACKWOOD.LLC BY COMMON COPYRIGHT LAW.
Approved by PI ning
THE SAME MAY USEDNOT WITHOUT
DUPLICATED,
DISCLOSED,OR USED WITHOUT THE WRITTEN
CONSENT OF INTERIORS BY BLACKWOOD,LLC.
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BLACKWOOD,LLC BY COMMON COPYRIGHT LAW.
THE SAME MAY NOT BE ALTERED,DUPLICATED,
DISCLOSED,OR USED WITHOUT THE WRITTEN
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MATERIALS SET FORTH HEREIN CONSTITUTE THE
ORIGINAL WORK AND PROPERTY OF INTERIORS BY
BLACKWOOD,LLC BY COMMON COPYRIGHT LAW.
THE SAME MAY NOT BE ALTERED,DUPLICATED,
DISCLOSED,OR USED WITHOUT THE WRITTEN
CONSENT OF INTERIORS BY BLACKWOOD,LLC.
DATE :
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ALL CONCEPTS,DRAWINGS AND WRITTEN
A MATERIALS SET FORTH HEREIN CONSTITUTE THE
ORIGINAL WORK AND PROPERTY OF INTERIORS BY
BLACKWOOD,LLC BY COMMON COPYRIGHT LAW.
THE SAME MAY NOT BE ALTERED,DUPLICATED,
DISCLOSED,OR USED WITHOUT THE WRITTEN
CONSENT OF INTERIORS BY BLACKWOOD,LLC.
- ELEVATICN 5 DATE :
03 /10/1C3
GENERAL NOTES: %JC T Of
SHEARWALL NAILING SCHEDULE — -� �,�o PROFESS
GOVERNING DESIGN CODES:
A) OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION (OSSC-14) SHEARWALL SYMBOL - REFERENCE SCHEDULE BELOW. 14 a — }/�7� E
B) NATIONAL DESIGN STANDARD FOR WOOD CONSTRUCTION 2012 EDITION (ND6-2012) NOMINAL STUD d BLKG SIZE
MARK PANEL TYPE NAILING AT PANEL EDGES AT ADJOINING PANEL EDGES SILL PLATE CONNECTION RIM CONNECTION I t ° r(E) FULL HEIGHT CONCRETE WALL OREGON
TEMPORARY CONDITIONS: 8d (2Y"x0.131 COMMON) s °
15/32" PLYWOOD /e o d 32" OG I B
a (U FACE (2Y"x0.113 GALV BOX) 2x Ibd o 6 OC A35 ® 32 OC ° GR p
THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING CONSTRUCTION. ® b OC a/;Q
THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL I p�5, /
CONFIGURATION ONLY.
NOTES:
I. PROVIDE EPDXY ANCHORS WITH MINIMUM 8-INCHES EMBEDMENT FOR SILL ANCHOR CONNECTIONS.
(E) CONCRETE (E) CONCRETE FOOTING TYP.
DESIGN CRITERIA: 2, NAIL INTERMEDIATE MEMBERS WITH 8d o 12 INCHES OG PROVIDE BLOCKING A7 ALL PANEL EDGES. � SLAB
3. WHERE FRAMING AT ADJOINING PANEL EDGES IS 3" NOMINAL OR WIDER, NAILS SHALL BE STAGGERED.
BUILDING CODE. IN ADDITION COMPONENT SELF WEIGHT (DEAD LOAD), THE FOLLOWING LOADS
DESIGN WAS BASED HE STRENGTH AND DEFLECTION CRITERIA OF THE INTERNATIONAL 4. PROVIDE 3"x3"x4" PLATE WASHERS FOR SILL PLATE BOLT CONNECTIONS.
WERE USED FOR DESIGN:
A) GRAVITY DESIGN CRITERIA: SHEARWALL NAILING SCHEDULE I ° I
lEJ STAIR (NO CHANGE)
ROOF SNOW LOAD.........................................................25 PSF LL (HIGHER AT SNOW DRIFT AREAS)
ROOF LOAD...................................................................20 PSF LL I J (E) 2x4
RESIDENTIAL FLOOR LOAD...........................................40 PSF LL i
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B) LATERAL DESIGN CRITERIA: E lE) 2x4 ® 16" O.C. r'I ,I o N o
� ° ^ �N N bA
HOLDOWN SCHEDULE L
WIND SPEED....................................................................120 MPH (E) LANDSCAPE o
WIND EXPOSURE CATEGORY.........................................'B' WALL P y
SEISMIC DESIGN CATEGORY..........................................'D' e HOLDOWN SYMBOL - REFERENCESCHEDULE BELOW.
CAPACITY ° ° -
LATERAL FORCE RESTS?INC SYSTEM............................PLYWOOD SHEARWALLS5 MHOLDOWN ATTACHMENT v N
RESPONSE MODIFICATION FACTOR...............................R = 6.
SDI...................................................................................0.39 L E (EMBEDMENT) P - (N) NON LOAD-BEARING PARTITION WALLS
lE) 2x4 I6" O.C.SDS..................................................................................0.12 0
(E) DOOR_ O
* HDU2-6D62.5 5/e"0 EPDXY ANCHOR (EMBED=X") 3,0150 a � OPENING .ti
G) ALLOWABLE SOIL BEARING...................................................1,500 PSF (ASSUMED)
(E) CONCRETE
NOTES: 3 a ° / SLAB
S2 I ° a {I °
INSPECTION: U INSTALL HOEDOWNS PER SIMPSONS RECOMMENDATIONS. ° a � °a
2) PROVIDE (2) 2x6 �
° a
I. SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR SHALL BE PERFORMED FOR ° ° ° 3
THE FOLLOWING: ° a ° ° °
A) ADHESIVE ANCHORS 2 HOEDOWN SCHEDULE ° 4 ° Q° ° !N) DOOR OPENING (E) OPENING a d °° ° °ry+ \O� ry+\� OPENING O� 1 S2
STRUCTURAL STEEL: S 1
I. STRUCTURAL STEEL GRADES SHALL BE AS FOLLOWS:
A. ANGLES, CHANNELS AND PLATES.................ASTM A36 OR ASTM512 GRADE 50 2 2 A 2
S2
3 2 (E) 2x4 o I6" O,C, $2 (E) FOOTING d STEM WALL WFTAO 62
SAWN LUMBER:
r�
I. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN KEY- PLAN NOTES u
WOOD PRODUCTS ASSOCIATION GRADING RULES, LUMBER SHALL BE THE SPECIES ANDGRADE
NOTED BELOW:
e FB(P61) I. SEE SI FOR SHEARWALL d HOLDOWN SCHEDULES
FB(P61) INDICATES SHEARWALL TYPE PER SHEARWALL
USE GRADE (BASE VALUE) SCHEDULE ON SHEET SI O
DIMENSIONAL LUMBER INDICATES HOLDOWN/STRAP TYPE PER
(2 TO 4 THICK) DOUGLAS FIR - LARCH NO. 2 815 e HOLDOWN SCHEDULE ON SHEET SI 3 BASEMENT PLAN
(�' I SCALE: 1/4" = V-0" •
2. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN
APPROVED BARRIER IS PROVIDED, INDICATES SHEARWALL
3. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON M N
COMPANY (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, �•L�
HANGERS NOT SHOWN SHALL BE 6IMP60N HU OF SIZE RECOMMENDED FOR MEMBER. ALL •/- INDICATES LOCATION OF HOLDOWN/STRAP
FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER
INDICATED ON THE DRAWINGS,
4. NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 2304.9.1 OR NER-212, BOLTS AND O /�
LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD 618.2.1 - 1981. ALL BOLTS AND LAG
SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS, CUTTING AND NOTCHING OF O
JOISTS AND STUDS SHALL CONFORM TO IBC 2308.9.10 AND 2308.9.11, r�
5. UNLESS NOTED OTHERWISE ON DRAWINGS, CONSTRUCTION AND FASTENING SHALL CONFORM 4 4 V J J
TO IBC SECTION 2308 "CONVENTIONAL LIGHT-FRAME CONSTRUCTION". S2 52
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PLYWOOD: I 6'-0" O.C, �O
I. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF U,S. PRODUCTS STANDARD ��//�� c (�
PS I FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD' OR APA PRP-108 PERFORMANCE 00 bwO
STANDARDS, UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE I, OF THE (E) 2x10 0 16" O.C, /17 • �--)
THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. O N
2, PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS, ALLOW
1/8 SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL
MANUFACTURER. \v/
(E) STAIR OPENING
3, ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN r4 (NO CHANGE)
PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING S2 4–j
SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY r^
PLYCLIPS. SUB-FLOORING SHEATHING SHALL BE UNBLOCKED, EXCEPT AS INDICATED ON
DRAWINGS. SHEAR WALL SHEATHINGS SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL —
EDGES. NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 2306.2.1. ALL NAILS SHALL
BE COMMON NAILS: HOWEVER, USE RING SHANK FOR ROOF SHEATHING.
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s PROJECT NUMBER:
iD a 218610
ENGINEER: BLFS
(E) OPENING
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02/14/2019
PROJECT NUMBER:
218610
ENGINEER: BLFS
ELEVATION &
STRUCTURAL DETAILS