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GENERAL-
1. DO NOT SCALE DRAWINGS, USE DIMENSIONS. VERIFY ALL DIMENSIONS PRIOR
TO BEGINNING CON5TRUCTION. CONTRACTOR 514ALL NOTIFY ENGINEER WITHIN 24
HOURS OF FINDING ANY D15CREPANCIES BETWEEN PLANS AND EXI5TING
CONDITIONS.
2. REFERENCES TO "ENGINEER' CONTAINED ON CIVIL PLANS HEREIN REFER TO
GEOMAX, INC. BUILDING PLANS REFER TO GEOMAX, INC. GEOMAX, INC. 15 THE
OF RECORD.
C
51TE-
1. ALL CONSTRUCTION AND MATERIALS 5HALL CONFORM TO THESE PLANS AND
THE LATEST CITY OF EUGENE -AMENDED OREGON 5TANDARD 5PECIFICATION5 FOR
PUBLIC WORKS CONSTRUCTION. THE LATEST UNIFORM PLUMBING CODE, THE
LATEST OREGON STRUCTURAL SPECIALTY CODE, AND OTHER APPLICABLE
5TANDARD5.
2. CONTRACTOR 5HALL CONFIRM ALL ITEMS OF WORK NOT SHOWN ON THE
PLAN AND ALL TH05E NECE55ARY FOR 5UCCE55FUL, SAFE COMPLETION OF THIS
PROJECT A5 REQUIRED BY THE CITY OF SPRINGFIELD DEVELOPMENT CODE AND
PUBLIC WORKS OR APWA 5TANDARD5.
3. THE CONTRACTOR 5HALL NOT PERFORM WORK WITHOUT CITY IN5PECTION5 WHERE
IN5PECTION5 ARE REQUIRED.
4. REQUE5T5 BY THE CONTRACTOR FOR CHANGES TO THE PLANS
MUST BE APPROVED BY THE ENGINEER : AND THE GENERAL CONTRACTOR BEFORE
ANY CHANGE5 ARE IMPLEMENTED.
5. ATTENTION- OREGON LAUD REQUIRES THE CONTRACTOR TO FOLLOW RJLE5
ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. TH05E RULES ARE 5ET
FORTH IN OAR 952-001-0010 THRU OAR 952-001-0090, YOU MAY OBTAIN COPIES
OF THE RULES BY CALLING THE CENTER. (NOTE- THE PHONE NUMBER FOR THE
OREGON UTILITY NOTIFICATION CENTER 15 503-232.1981 OR 800-332-3244.)
LTD. BU5 STOP
VICINITY MAi=:>
m
SITE
C
F
15C S.
20th STREET
S F DRINGFIELID, OR
t,4X LOT, 11 03-3ro-42- 05200
ZONING: CC GOMMUNItI' COMMERCIAL
GODS ANALYSIS
CODES- 2014 055C, 2015 CITY OF 5PRINGFIELD DEVELOPMENT CODE
51TE ZONING= CC
U5E7 RENTAL 5HOP i5PACE5
LOT 51ZE- 26880 5d FT.
IMPERVIOUS AREA- BUILDING= 11160 5Q. FT,
PARKIN(3/51DEUJALK5- 11946 5Q.FT.
ToTAW 23760 5Q. FT.
PERCENTAGE OF LANG PED AREA: 12go
2014 055C
G
CHAPTER 3
OCCUPANCY. F-1
CHAPTER 4
ALLOWABLE AREA PER BUILDNG- 15500 5Q. FT., 2 STORY
SHEET
ACTUAL AREA- 12,316 SQ. FT.
CHAPTER 6
BUILDING TYPE- TYPE it -B
CHAPTER 6
mkE RE515TANCE BASED ON SETBACK- LE55 THAN 5'- 2 HR.
SHEET
5' To 10'- 1 HR., 10' OR GREATER N.R.
CHAPTER 1
ALLOWABLE AREA UNSPRINKLERED- 12000 5Q. FT. NO FIRE ALARM.
SHEET
eAREA SEPARATION REQUIRED IF UN5PRINKLERED)
CHAPTER 1
kopE WALL REQUIREMENTS- F -I; 3 HR, 6 CENTER OF BUILDING
SHEET
(0ENETRATION5 ALLOWED UNDER 055C 114.3.1 EXCEPTION 2)
CHAPTER 10
OCCUPANT LOAD PER UNIT- (300 SQ. FT. / OCC.) OCCUPANCY OF LARGEST UNIT=1
CHAPTER 10
1" kAN5 OF EGRE55 REQ: 1 AT 1/2" ABOVE DRIVEWAY ELEV.
CHAPTER 11
ACCE5515IL1TY. ADA ACCE551BLE HARDWARE WILL BE INSTALLED 6
Q
EAcw 5PACE.
CHAPTER 11
AbA RESTROOM MECHANICAL- VENT FAN CADET HEATER.
CHAPTER 16
N
CHAPTER ll
A
$T
RE5TiROOM5 REQUIRED- 1 UN15EX ADA COMPLIANT.
NEC
ELECTRICAL 5Y5TEM- RE5TROOM5 $ EXTERIOR LIGHTING
Q
DEFERRED 5UBMITTAL (DE51GN 4 COMCHECK BY ELEC. CONTRACTOR)
MAIN ST
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SITE
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S F DRINGFIELID, OR
t,4X LOT, 11 03-3ro-42- 05200
ZONING: CC GOMMUNItI' COMMERCIAL
GODS ANALYSIS
CODES- 2014 055C, 2015 CITY OF 5PRINGFIELD DEVELOPMENT CODE
51TE ZONING= CC
U5E7 RENTAL 5HOP i5PACE5
LOT 51ZE- 26880 5d FT.
IMPERVIOUS AREA- BUILDING= 11160 5Q. FT,
PARKIN(3/51DEUJALK5- 11946 5Q.FT.
ToTAW 23760 5Q. FT.
PERCENTAGE OF LANG PED AREA: 12go
2014 055C
G
CHAPTER 3
OCCUPANCY. F-1
CHAPTER 4
ALLOWABLE AREA PER BUILDNG- 15500 5Q. FT., 2 STORY
SHEET
ACTUAL AREA- 12,316 SQ. FT.
CHAPTER 6
BUILDING TYPE- TYPE it -B
CHAPTER 6
mkE RE515TANCE BASED ON SETBACK- LE55 THAN 5'- 2 HR.
SHEET
5' To 10'- 1 HR., 10' OR GREATER N.R.
CHAPTER 1
ALLOWABLE AREA UNSPRINKLERED- 12000 5Q. FT. NO FIRE ALARM.
SHEET
eAREA SEPARATION REQUIRED IF UN5PRINKLERED)
CHAPTER 1
kopE WALL REQUIREMENTS- F -I; 3 HR, 6 CENTER OF BUILDING
SHEET
(0ENETRATION5 ALLOWED UNDER 055C 114.3.1 EXCEPTION 2)
CHAPTER 10
OCCUPANT LOAD PER UNIT- (300 SQ. FT. / OCC.) OCCUPANCY OF LARGEST UNIT=1
CHAPTER 10
1" kAN5 OF EGRE55 REQ: 1 AT 1/2" ABOVE DRIVEWAY ELEV.
CHAPTER 11
ACCE5515IL1TY. ADA ACCE551BLE HARDWARE WILL BE INSTALLED 6
Q
EAcw 5PACE.
CHAPTER 11
AbA RESTROOM MECHANICAL- VENT FAN CADET HEATER.
CHAPTER 16
SEE DE51GN CRITERIA.
CHAPTER ll
SEE STATEMENT OF SPECIAL IN5PECTION5.
CHAPTER 29
RE5TiROOM5 REQUIRED- 1 UN15EX ADA COMPLIANT.
NEC
ELECTRICAL 5Y5TEM- RE5TROOM5 $ EXTERIOR LIGHTING
Q
DEFERRED 5UBMITTAL (DE51GN 4 COMCHECK BY ELEC. CONTRACTOR)
IDES I GN CRITERIA
A. R15K CATAGORY- 11
B. WIND EXP08URE- B
C. BA51C WIND SPEED- 120 (055C FIGURE 1609A)
D. DE51GN SPECTRAL RE5PON5E ACCELERATION PARAMETERS- 5d5=0.5939
IE 5A51C FORCE RE515TING 5Y5TEM5-
LIGHT FRAMED (COLD -FORMED STEEL) WITH SHEAR WALL5.
F. DESIGN BASE 5HEAR5- Cs x WEIGHT OF DE51GN AREA
5EE DESIGN CALCULATIONS
G. SEISMIC RE5PON5E COEFFICIENTS- Cs=0.1482
H. RE5PON5E MODIFICATION COEFFICIENT- R=6.5, R2 (GWB)
1. ANALY315 PROCEDURE USED- EQUIVALENT LATERAL FORCE PROCEDURE
5TATEMENT OF SPEC I AL I N5FECT I OSIS
1. PERIODIC INSPECTION OF INSTALLATION OF EXPANSION ANCHORS
RED HEAD ANCHORS, ANCHOR BOLTS OR EPDXIED IN PLACE BOLTS.
A. ANCHOR TYPE
B. ANCHOR DIMEN51ON3
C. HOLE CLEANING PROCEDURE
D. EMBEDMENT DEPTH
E. CONCRETE TYPE, COMPRE551VE 5TRENGTH 4 THICKNE55
F. HOLE 51ZE
G. ANCHOR SPACING 4 EDGE D15TANCE
H. INSTALLATION TORQUE
1. TYPE OF ADHESIVE 4 EXPIRATION DATE
J. COMPLIANCE WITH MFR. INSTALLATION IN5TRUCTION5
SHEET INDEX
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EXISTING CONDITIONS
517E LAYOUT
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ELEVATIONS, REST ROOM DETAILS
5tRUG7URAL DETAILS
GENERAL GON57RUGtION NOTES
LANDSCAPE PLAN
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1. IMPERVIOUS AREA: BUILDING: 11160 SQ. FT.
PARKING/SIDEWALKS 11946 SQ. FT.
LANDSCAPED AREA- 12go
2. A 1' PUBLIC UTILITY EASEMENT WILL BE
GRANTED ALONG THE SOUTH AND EAST
PROPERTY LINES
3. REPLACE STREET LIGHT HEAD W/ LED
LIGHT PER SUB
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411.56
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411.31
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1. ESTIMATED EXCAVATION QUANTITY: 900 CU. YD.
2. ESTIMATED FILL QUANTITY- 150 CU. YD.
B I C I D I E
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_ _ _ lid I 411.68 ADDRESS 2051 WHY WORRY LN.
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NOTES
1. ESTIMATED EXCAVATION QUANTITY: 900 CU. YD.
2. ESTIMATED FILL QUANTITY- 150 CU. YD.
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W"x" WATER MAIN X" 41 (EXIST.) P -i
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DATE
813111ro
DE51GNER
R.L.C.
CHECKED BY
FILE NO.
Q014CE 1.DWG
PROJECT NO.
MMAjomt 74
0 T L SHEET NO.
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01
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IN CURB '? 18' O/C ASSEMBLY I/ _ ` I SITE ADDRESS 156 S. 20th St.
10" OVERFLOW / { I OWNER- DAN M, LLC
------------ __ 1
JWK PARK BLOCKS LLC
WV INFILTRATION PLANTER #1 — — — — — — T REM OV� EX CB EX. TELEPHONE ADDRESS= 2051 WHY WORRY LN.
INSTALL/ I" WM l EUGENE, OR 9`1405
7 5' S/W w w w w w w w w w w
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0 LIGHT POLE LOT= 05200
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NOTE5
469.52
DE516N HIGH WATER LINE
Ef
1. EXISTING CATCH BASINS ON 20th ST. WERE
NOT LOCATED BUT ARE ON THE CITY OF
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PLANtEi? STRIP
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0 ELECTRICAL VAULT (F -V.)
--o FENCE (EXIST.)
--o— FENCE (NEW)
FIRE HYDRANT (EXISTJ
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0 GAS (EXIST.)
GROUND CONTOUR (EXIST.)
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EXISTING GRADE ELEVATION
Z
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6
0 SANITARY SEWER CLEAN OUT (NEW) w
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12 NUMBER OF PARKING SPACES
AD AREA DRAIN =
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STD. STANDARD
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T.L. TRAFFIC LID w H
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W/L WATER LINE 3
W/M WATER METER F—!
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ANGLE STOP $ M,B- SEE DETAIL 408 d
W"x" WATER MAIN X" 4 (EX1St-)
W.V. WATER VALVE
DS DOWNSPOUT
Q
iu
u +=
w
o W 2
DATE
8/31/}6
DE51GNER
R.L.G.
CHECKED BY
WQ FIFE NO.
-N�)u,o-o N , Q014CE1.DWG
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DESIGN NICiN WATER LINE 4 � PLANTER STRIP
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471.02
I
469.52
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314" CRUSHED ROCK
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F
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NEW A/C PAVING
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DATE
8131116
DE51GNER
R.L.C.
CHECKED BY
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FILE NO.
Q014CE1.DWG
PROJECT NO.
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CE
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Con
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DATE
8131116
DE51GNER
R.L.C.
CHECKED BY
R.D.R.
FILE NO.
Q014CE1.DWG
PROJECT NO.
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DATE
118116
DES [GNFfR
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FILE NO.
0014AI.DWG
PROJECT NO.
re7m 01 � m
SHEET NO.
Al
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DATE
118116
DES [GNFfR
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FILE NO.
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PROJECT NO.
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R'1'ER50N 28 GA, (HR -3) HIGH -RIB 51DING (TYP)
114"=1'-O"
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RACK, 1
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SCALE 1/811=11-011
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12"x12" THICKENED EDGE
W/ 244 BARS CONT.
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RYERSON 24 GA. (HR -3) HIGH RIB ROOFING (TYP)
R'1'ER50N 28 GA, (HR -3) HIGH -RIB 51DING (TYP)
114"=1'-O"
INST. 3 GA
INVERTED "U" B
RACK, 1
NORTH ELEVAT I ON
SCALE 1/811=11-011
4" CONC. SLAB
2" SAND ON 6 MIL
VAPOR BARRIER
6" CRU514ED ROCK -J
12"x12" THICKENED EDGE
W/ 244 BARS CONT.
EXTEND VAPOR BARRIER
TO EDGE OF FOOTING
2 SECTION
PANELING 1/2"=1'-O"
i %-T4 WI
TOUCH PAD LOCK
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12
RYERSON 28 GA. (HR -3)
p NICsN-RIB SIDING (TYP) �
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dill 44M1� .OPi� R • �. V+��, +1 �Lh'P19��Li�►:�. 1
12"x12" THICKENED EDGE --� L 2" SAND ON 6 MIL
W/ 244 BAR5 CONT. VAPOR BARRIER
MIN, 4" CRUSHED ROCK
a7 FOOTINGS
1 SECTION
1/211=11-011
IN5TALL FLOOR DRAIN,
CONN. TO 5AN. 5EWER LINE
EAST ELEVATION
WE5T END SIMILAR 5CALE= 1/8"=1'-O"
DOOR SCHEDULE
DOOR
NO.
512E
SWING
JAMB
HARDWARE
FIN15H
MAT'L
RATING
COMMENTS
1
3'-O"x6'-8"
R/L
STEEL
GROUP 1
1
STEEL
NONE
2
3
Y -0"x6'-8"
3'-011x(6-8"
WL
RIL
STEEL
STEEL
GROUP 2
GROUP 3
1
i
STEEL
STEEL
NONE
NONE
FIN15H= 1. PAINT W! EXT. LATEX ENAMEL
GROUP i
3 EA
BUTT5 5C3PlO11F619E
5T
1 EA
LOCK5ET F51 -LAT
5CH
1 EA
DEAD50LT 56211b
5CH
1 EA
THRE514OLD 211D 3GIN
P
1 EA
DOOR BOTTOM 21bDV 36IN
P
1 EA
GA5KET P5014 LIFT
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GROUP 2
3 EA BUTT5 5C3P 1 O11 F619E
1 EA LOCK5ET F10 -LAT
GROUP 3
3 EA BUTT5 5C3P 1 0 1 1 Fr
1 EA LOCK5ET FIO-LAT
1 EA INDICATOR BOLT 8511
26 GA 5TEEL
ROOFING 5ie"x6" REDHEAD TRU-BOLT+ FOAM 5EALR SILL GASKET
2Xb la 24" O/C 0 60" O/C W/IN 10"
OF PLATE END5
43i4" EMBEDMENT 12"x6" THICKENED SLAB
TYP. ALL CRO55 WALLS
ATQ �} Q W/ 2-#4 5AR5 CONT.
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NCING.;w:.. •u
—'� DBL GATE —� I-==-"----( `-b" CONC.
CURB
BIKE fRACK/TfRASH ENCS 05URE.
NOTE=
ALL WOOD 15 PRESSURE
TREATED.
MIN. 4" CRU5HED ROCK -J '--2" SAND ON 6 MIL
'a7 FOOTINGS VAPOR BARRIER
3
SECTION.
1 /2"=1' -O"
H
19403
4 OREGON
K22.
1g9� `V
D p • RSG
EXP. 12/31/1(o
PROJECT NO.
.ri �c Copy
-N92U-ovoO
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2
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SHEET NO.
A 2
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O
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w
w
DATE
8/31/16
DESICsNER
R.L.G.
CHECKED BY
R.D.R.
FILE NO.
Q074A2.DWG
PROJECT NO.
.ri �c Copy
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SHEET NO.
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no
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2
B
0 60" O/C STRAPPING BETWEEN
PURLINS
MI1D-5RAN 5TRAFF 1NC-
SCALE N.T.S.
STRAPPING: SCHEDULE
PURLIN LENGTH
STRAPPING POiNT
30' 4 20'
MiD-SPAN
16',15' 4 12'
MID -SPAN
60OC200-43
PLATE
Vx6" REDHEAD TRU-BOLT+
6 60" O/C W/IN 10" b'e" GYP. BTD
OF PLATE ENDS
EMBED 43/4"
6003250-33 STUD #8XV SCREWS
O as 18" O/C TRiM
600200-43 TO STUDS TYP.
PLATE
SLAB i12"x1112" REGLET
f c-2500pet 95
"
REDHEAD TRU-BOLT+
a? 60" O/C W/iN 10" #8x�'e" SCREWS
OF PLATE ENDS 'a1 12" 0/C SHEATHING
4 2 6 EACH PORTAL To STUDS TYP.
FRAME EMBED 4142"
4112" MiN. EDGE D15TANCE
FRONT WALL DETAIL
SCALE=
REAR WALL - STUDS as 2' O.C.
END WALLS WITH GIRTS - 2' O/C
INTERIOR WITH GIRTS DLT
TRACK
5/9'x6" REDHEAD TRU-BOLT+
6 60" O/C WIIN 10"
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4142" EMBEDMENT- 4142" MIN.
EDGE DISTANCE
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TRACK STUD
Q
REDHEAD TRU-BOLT+ OUTSIDE CORNER
6 60" O/C W/IN 10" TRiM
OF PLATE ENDS
2 'a EACH PORTAL
FRAME EMBED 43/4"
4142" MiN. EDGE DISTANCE
OUT5 i DE CORNER FRAMING
SCALE= 3%1'-0"
RYERSON WR3
SHEATHiNG, 28 GA VERT.
ATTACH W/412X1"
SCREWS 'a) 12" O/C
C
i11z"xt11z°
REGLET\
§N
244 BARS CONT.-/
D1 i HR. E>
ir)lJ SCALE• 1/2"-1'-0"
60OC200-43 TOP
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W/ 6 -EA. #8/32
EACH SIDE
\-RYER50N HR3
ROOFING, 26 GA
#8XV 15CREW
EA 51DE AT STUDS
6005250-33
STUDS -8
24" O/C
SEE SHEET GNI FOR
FIRE WALL CONSTRUCTION
V'xb" REDHEAD TRU-BOLT+
1@ 60" 0/C WAN 10"
OF PLATE END5-
4112" EMBEDMENT
2500 PSI CONC
1' --j W/ 6X64404
WWM MID DEPTH
(OPTiONAU
'ER I OR WALL
C
RYERSON
HI-RiB 3, 28 GA
SHEATHING
— 1142"0142" REGLET
CONCRETE
SLAB
f'C=2500 Pat
#12X1" SCREWS
9 18" O/C
STUD TO STUD
#8X5/s' SCREWS
—0 18" O/C TRIM
TO 5TUD5 TYP.
#12x1" 5CREW5
')12" O/C SHEATHING
TO STUDS TYP.
F
RYER50N HR4
26 GA SHEETING
50 K51 MIN
G
_ #8x5/8' SCREW
EA. SIDE
600C200-33 —`
TOP TRACK #12 1" SCREW
I EA 6005200-33 E 51DE
HEADERS
80OC200-54
DOOR MOUNT
BACKER
#12x1" SCREW
6000200-43 EA SIDE
TRIMMER —�
#12x1" SCREW
EA SIDE
6005200-33 SILL
8X5/s'
0 18" O/C
TRIMMER -STUD
6005200-33
KiNG STUD
TYf::> i CA1.._ DOOR HEADER A55Y
SCALE 3"=11-0"
PLATE
g/4
3/4
1,2" 142„ �N
CONC. SLAB
6005250-33
COLUMN
#8x5/8' 5CREW5 --/ -T
EA. SiDE a�
COLU1'liN E3A5rz ATTACHMENT
SCALE- 3%1'-0"
#12x1" SELF -TAPPING
ATLAS 'AB" SCREWS
SEE SCHEDULE BELOW
■IH
COPE PURLIN BOTTOM
FLANGE AS REQUIRED
TO FiT OVER COLUMN
MAKE CUT SNUG TO COL.
K
PR
#12X1" SCREWS RYERSON HR4 �11GIN�,$ 1/9
S12" OC, EA 26 GA SHEETING 4 19403 l
PURLIN PLATE 50 K51 MiN '
OREG
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�99�
EXP. 12/31/16
6005200-33
TRACK 1.00
WJ2 #8X5/8' 1.00
SCREW EA
51DE COL
PURLIN (SEE SCHEDULE)
6005250-33 STUDS
JOiN STUDS W48x5/8'
SCREWS 'a 24" OC
COLUMN//FURL i N CONNECTION
SCALE, 3"=11-0"
PURLIN SCHEDULE
SPAN SECTION
GAUGE
MATERIAL
F (ksi)
# OF SCREWS
10' 6005200
54
ASTM A653
50
2
12' 8005200
54
ASTM A653
50
2
15' 10005200
54
ASTM A653
50
4
16' 8005250
68
ASTM A653
50
4
30' 12005350
118
ASTM A653
50
6
BASE ATTACHMENT SCHEDULE
SPANS
SCREWS
# OF SCREWS
BASE PLATE ANCHOR
# OF ANCHORS
ANCHOR EMBEDMENT
10'
#8x5/s'
5
5/9' REDHEAD TRUBOLT+
1
41,211
12'/12'
#8x5/s'
6
5/s' REDHEAD TRUBOLT+
i
41/211
15' BEND
#8x5/8"
-1
5/s" REDHEAD TRUBOLT+
1
6" -EDGE DiST. 4142"
161/10'
#8x5/8"
9
5/s" REDHEAD TRUBOLT+
1
41,2"
-3011
H
9
5/s" REDHEAD TRUBOLT+
2
4112
30' 6 END
#8x5/8'
6
5/8" REDHEAD TRUBOLT+
1
6" -EDGE DiST 4142"
— RYER50N HR4
ROOFING, 26 GA
W/#12X1' SCREWS
W/WA5HER a 12" OC
PURLIN, 600C200-43
TOP PLATE, LAP 12"
W/ 6 EA. #8/32 SCREWS
EA. SIDE
#8X5/s SCREW EA.
SIDE 'i STUDS
RYER50N HR4
ROOFING, 26 GA
W/#12X1" SCREWS
W/WASHER 6 12" OC
PURLIN, 600C200-43
TOP PLATE, LAP 12"
W/ 6 EA. #8/32 SCREWS
' EA. SIDE
#8X5/s' SCREWS
2 EA. 51DE 0 COLUMNS
BACK TO BACK
600250-33 COLUMNS
60" O/C W/
3625200-33 STUDS
2S 24" O/C (INTERMEDIATE)
RYER50N GR2
SHEATHING, 28 GA VERT.
ATTACH WJ#12X1"
5CREW5 'J 12" OC
BACK TO BACK
6005250-33
5TUD5 0
60" O/C
5/s' TYPE 'X' GYPSUM
1142°x1142
BOTH 51DE5
REGLET
ATTACH W/ 1"TYPE 5
DRYWALL 5CREW5 6 8"
O/C COLUMNS 4 STUDS
1
- .
5/s `x6" REDHEAD TRU-BOLT+
`,...
' 2500 P51 CONC
0 60" O/C W/IN 10"
W/ 6x6-W4,W4
OF PLATE ENDS
WWM MID DEPTH
4142" EMBEDMENT
(OPTIONAL)
#8X5/8' SCREWS
6000200-43
2 EA 51DE AT
BASE PLATE
COLUMNS
H
14 • }T •... 1/.4
t
14"
2500 P51 CONCRETE
W/ 6X6-W4,W4
THICKENED SLAB
WWM MID DEPTH
REQUIRED ONLY 0 UMTS
(OPTIONAL)
WiDER THAN 14' SPAN
C INT. WALL 5ECT i Oil
SD SCALE= 1/2"=1'-O"
E
F
RYER50N HR4
ROOFING, 26 GA
W/#12X1" SCREWS
W/WASHER 6 12" OC
PURLIN, 600C200-43
TOP PLATE, LAP 12"
W/ 6 EA. #8/32 SCREWS
' EA. SIDE
#8X5/s' SCREWS
2 EA. 51DE 0 COLUMNS
BACK TO BACK
600250-33 COLUMNS
60" O/C W/
3625200-33 STUDS
2S 24" O/C (INTERMEDIATE)
RYER50N GR2
SHEATHING, 28 GA VERT.
ATTACH WJ#12X1"
5CREW5 'J 12" OC
Ns"x6" REDHEAD TRU-BOLT+
1@ 60" O/C W/iN 10"
OF PLATE ENDS
2 0 EACH PORTAL
FRAME EMBED 43/4"
41,2" MIN. EDGE DISTANCE
11/2„xj1-2„
REGLET
F.G.
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244 BARS CONT. -�
FRONT I
SCALE= 1/7=1'-0"
T�Ou-000�b
Drug mbn�t�smw�
600C200-43 TOP
PLATE, SPLICE 12"
W/ 6 -EA. #8/32
EACH SIDE
NI—RYERSON HR3
ROOFING, 26 GA
#8X5/8' SCREW
EA SIDE AT STUDS
6005200-33
-- STUDS 'a
24" OIC
RYER50N HR3
SHEATHING, 28 GA VERT.
ATTACH W/#12X1"
SCREWS as 12" O/C
CONTR. TO VERIFY
REGLET BLOCK OUT i@
O.H. DOOR THICKNE55
PLUS 1/2", BLOCK-OUT
FOR O/D DOOR ONLY
-81/2" _
1
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2500 P51 CONC
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DATE
S/31I1ro
DE51 GNER
R.L.C.
CHECKED BY
R.D.R.
FILE NO.
Q0745D 1.DWGz
PROJECT NO.
0074
1
SHEET NO.
x6" REDHEAD TRU-BOLT+
la 60" O/C W/iN 10"
OF PLATE END5-
41'2" EMBEDMENT
#8X5/8" 5CREW5
1142°x1142
2 EA 51DE AT
REGLET
COLUMNS
OC2O0-43 It
PLATE
1
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4 -
•, "m e
4 /2 e
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' 2500 P51 CONC
W/ 6x6-W4,W4
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WWM MID DEPTH
(OPTIONAL)
END
- -
EX 1. WALL 5ECT i Oil
5CALE 1/2"=1'-0"
G
H
Ns"x6" REDHEAD TRU-BOLT+
1@ 60" O/C W/iN 10"
OF PLATE ENDS
2 0 EACH PORTAL
FRAME EMBED 43/4"
41,2" MIN. EDGE DISTANCE
11/2„xj1-2„
REGLET
F.G.
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244 BARS CONT. -�
FRONT I
SCALE= 1/7=1'-0"
T�Ou-000�b
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600C200-43 TOP
PLATE, SPLICE 12"
W/ 6 -EA. #8/32
EACH SIDE
NI—RYERSON HR3
ROOFING, 26 GA
#8X5/8' SCREW
EA SIDE AT STUDS
6005200-33
-- STUDS 'a
24" OIC
RYER50N HR3
SHEATHING, 28 GA VERT.
ATTACH W/#12X1"
SCREWS as 12" O/C
CONTR. TO VERIFY
REGLET BLOCK OUT i@
O.H. DOOR THICKNE55
PLUS 1/2", BLOCK-OUT
FOR O/D DOOR ONLY
-81/2" _
1
—T
/2'AA
1
2500 P51 CONC
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(OPTIONAL)
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DATE
S/31I1ro
DE51 GNER
R.L.C.
CHECKED BY
R.D.R.
FILE NO.
Q0745D 1.DWGz
PROJECT NO.
0074
1
SHEET NO.
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DE51 CSN CRITERIA
Controlling Code, Oregon Structural Specialty Code, 2014 ed.
Wind; 120 mph, Exp B Snow Load; 25 per Dead Load, Actual
Live Floor Load; storage=125 psf, office=50 psF
Siesmic Short Term Acceileration; Ss = 0.133, Site Class D
Budding Type 11-B
Occupancy= Industrial- F -I
GENHPAL NOTE -5
I. Site shall be graded in accordance with the approved grading plans.
Contractor shall obtain a grading permit prior be commencing work
2. IF the ground area to be disturbed exceeds one acre, a 1200-C Erosion
Control Permit will be required prior to beginning construction. CTtg of Springfield
Development 4 Public Works or APWA standards may, require erosion control plans
For smaller areas.
3. iF soft or expansive clay soils are encountered during site preparation,
the contractor shall contact the engineer before proceeding with
grading, backfill or foundation forming.
4. All fill shall be granular crushed rock or approved containing less than
1051- passing the number 200 sieve and shall be free of organic material.
5. All fill and backfill shall be compacted to 9551- of maximum drg density as
determined bg AASHTO T-99,
6. All slabs including thickened edges shall bear on minimum 4" of crushed rock
3/4" or less in least dimension.
1. All utility, lines shall be installed as shown on the approved utilitg or site
plan. On site utilities shall conform to the requirements of the local
building code. Off site utilities shall conform to the requirements of the
state, local government and utilitg that will assume ownership of the
utilTtg line.
8. Construction shall meet the requirements of the current edition of the
Oregon State Structural Specialty Code.
BUILDING 1" ATER I AL 5
1. Concrete shall be Portland cement and shall have a 28 day, compressive
strength of at least 2,500 psi and shall contain maximum 1/2" aggregate.
2. Steel for concrete reinforcement shall have a minimum yield strength of 60,000
psi.
3. Perimeter wall anchor bolts shall be Na"x6" RedHead Tru -Bolt+, Min 41/2" edge
distance, 4 �" embedment, Min. 9" separation.
4, interior wall anchors shall be Red Head TRUBOLT+ 5is", embed 4 J", 9" separation
5. Steel Exterior Siding shall be Rgerson HR -3 or 4, 80 ksi gieid, 28 gage
unless noted otherwise.
6. Steel ROOF Sheathing shall be Rgerson HR -4, 80 ksi gleld, 26 gage unless
noted otherwise.
-1. Steel Interior Sheathing shall be Rgerson GR -5, 80 ksi gield, 29 gage unless
noted otherwise.
D I E
F I G
8. Steel framing members including but not limited to studs, columns, purlins, girts
and plates shall conform to the requirements of the Light Gage Steel Institute
for shape, thickness, gield strength and corrosion protection.
9. Steel Framing members shall be galvanized and shall conform to ASTM A-653
grade 33 steel for all sections 18 gage and thinner.
10. Steel framing members shall be galvanized and shall conform to ASTM A-653,
grade 50 steel for all sections 16 gage and thicker.
11. Steel framing members shall conform to ASTM A-924 galvanizing specification.
12. Steel framing members shall comply with ASTM A-1003.
13. All metal to metal screws shall be Camcar-Textron, tape 2 point unless noted
otherwise. Sheathing screws shall have neoprene washers.
14. All gypsum wall board shall be Tgpe X unless noted otherwise under "Fire Wall
Assemblies".
15. Insulation, where called for, shall be fiberglass batt unless noted otherwise.
FOUNDATION NOTE5
1. Perimeter anchor bolts shall be 5/8" X 8" set at 60" O.C. and at within 10" of
plate ends at eave walls. Set gable or end wall anchors as called in Framing
Note 5 below.
2. Interior transverse wall anchors shall be of the type and number called For
in Framing Note 6 below at each column supporting purlins. interior longitudinal
walls shall be anchored with 1/2"x4" iTW Readhead 'LDT' anchors (31/211 embedment),
drill holes 31/2" deep, set at 60" O.C. on interior longitudinal walls for shear.
3. Install 3" square flat washers under all anchor bolt nuts or heads.
4. Grade beams 5" deep and 12" wide shall be installed below all walls supporting
purlins spanning more than 15 feet.
5. See foundation and Floor plans for lateral load wall hold-down locations and
tgpes in detached office and/or residence where present..
6. Finish floors to smooth troweled finish.
1. Concrete masonry units f'm=1500 psi. Type M or 5 mortar. Special inspection
required. Grout- f'c=2000 psi.
1. Eave Wail Stud/Wrack Connectors are 2 EA #8/32 X i/2" screws 0 ea. stud exc.
at portal panels use 4 ea #8/32 X 1" screws at each stud suportine O/H door
Headers.
8. Corner columns shall be Double GO00520 Studs and shall be attached to plates
with 4 ea #12/14 X 1" screws, anchor with 1 EA 5/8" X 8" Anchor Bolt in each
plate.
9. Place all screws as follows-
Edge Distance on Plate = 3/4"
End Distance on Column = 1/2"
C -C Spacing = I" (Load Direction)
Row-Row=31/4 If
10. Purlins shall be sized 4 connected per schedule on Sheet SDi.
No. of screws shown are per purlin, per end. (i.e. use 6 screws For 12' span at
column supporting two purlin spans).
H. Columns supporting purlins shall be back to back 6005200-33 unless noted
otherwise. Fasten components as noted on details.
12. All base plates shall be 6005200-43. All top plates shall be 6005200-43 unless
noted
otherwise.
13. Door headers shall be sized and connected per Purlin Schedule on 5teet SDI.
F 1 F`12E--- WALL-. A55EMBL i E5 (WHERE SHOWN ON PLANS)
i. 1 Hour Proprietary Assemblg GA File No. WP8005- One lager 5/8" type X USG
Denselass Gold Fireguard sheathing at right angles to steel studs at 24" O.G.
with 1" Tgpe 5 corrosion restant screws 8" O.C. at vert. studs and 12" O.C.
at perimeter runners. Cover with weather exposed cladding. Interior- 5/8"
proprietarg thpe X glass mat ggpsum wallboard applied paralles to studs with i"
Tgpe S drywall at 8" O.G. at studs and 12" O.C. at floor and ceiling runners.
2. 2 Hour Proprietarg Assemblg USG File No. UL Des U423 or U425- Two lagers 5/8"
Sheetrock Firecode Core ggpsum sheathing, Firerock Aqua -Tough sheathing or
5ecurock glass -mat sheathing exterior side. 3 1/2" 20 guage structural studs
24" o/c. Two lagers 5/8" Sheetrock Firecode Core ggpsum panels '8 interior.
3. 3 Hour Proprietarg Assemblg GA File No. WP2922- Base lager 1/2" type x ggpsum
wallboard applied parallel to each side of steel studs 24" O.C. with i" long Tgpe S
drgwall screws 36' O.C. (max). Second lager 112" type X ggpsum wallboard applied
FRAMING NOTE5 parallel or right angles to each side with 1-5/8" long Tgpe 5 drgwall screws 24"
O.G. (max). Face lager 1/2" type X ggpsum wall board applied at right angles to
I. All steel sheathing shall be oriented verticalig and attached to plates and girts each side with 2-1/4" Type S drgwall screws 12" O.C. and 1-1/2" Tgpe G drgwall
with #12/14 X If screws at 12" O.C. screws midwag between studs 1-1/2" above and below horizontal joints. Joints
staggered 24' each lager and side.
2. Exterior wall girts shall be 4"X33 mil strap attached to columns and studs Approved proprietarg GWB brands and styles are
at 5' O.C. maximum unless noted otherwise on plans, interior longitudinal wall American Ggpsum Co. 112" FireBioc TYPE C
girts shall be 158 DLT -20 ga track unless noted othewise on plans. Attach girts
to studs and columns with 2 ea #8/I5 X 5/8" screws at each member. BPB America, inc. 1/2 ProRoc Tgpe C Ggpsum Panels
G -P Ggpsum 1/2" ToughRock Fireguard C
3. Where firewalls are called on the plans, construct in accordance with standard LaFaree North America Inc. 1/2" Firecheck Type C
Firewall assemblies called out on this sheet. Ggpsum wall board shall be attached PABCO Ggpsum 1/2" FLAME CURB Super "C"
with minimum #6 X. I screws (longer for multiple lagers as noted) set -a 4" O.C. at Temple Inland Forest Prod. Corp 1/2" TG -C
sheet edges and 4" in field. 4. Nf''E that screw spacT on base lager is to be the
4. All roof sheathing shall be attached to purlins and exterior walls with cbw of FTreWD Assembg spacing or Shear Panel
#12/14 X i" screws on the Following schedule -pa Ing (4" O.C. ail sheet edges and 4" O.C. In
6 OC within 3 Feet of bldg corners sheet field.
12" OC within 3 feet of end walls and eaves
12" OC on interior field of roof.
5. Gable or End Wall Columns supporting purlins shall be anchored to slab and
attached to base track as follows-
Span Na" Anchor Col/Track Conn.
0 to 12 feet 1 EA Na" X 6" Anchor 6 ea #8/32 X Na" screws
12.5 to 15 Feet i EA 5/s" X 6" Anchor I ea #8/32 X Na" screws
15.5 to 20 feet i EA Na" X 6" Anchor -1 ea #8/32 X 51/8" screws
20.5 to 25 feet i EA Na" X 6" Anchor 8 ea #8/32 X N8" screws
25.5 to 30 feet 1 EA 51/8" X 6" Anchor 9 ea #8/32 X Na" screws
6. Interior Columns supporting 'purlins shall be anchored to slab and
attached to base track as follows-
Span Anchors Col/Track Conn
0 to 10 feet 1 EA TruBolt+ SDI 5/8"X611 3 ea #8/32X5/8" screws
10.5 to 12 ft 1 EA Tru5olt+ SDi 5/8"X611 3 ea #8/32X5'/8" screws
12.5 to 15 Ft 1 EA TruBolt+ SDI 5/8"X611 -1 ea #8/32X5/8" screws
15.5 to 20 ft 1 EA TruBolt+ SDi 5/8"X611 `i ea #8/32X58" screws
20.5 to 25 ft 1 EA TrueBolt+ SDI 5/8"X611 8 ea #8/32X51/8" screws
25.5 to 30 ft I EA True5olt+ SDi 5/8"X611 9 ea #8/32X5/8' screws
EMBED TrueBolt+ 9-1/2", 4-1/2" EDGE DISTANCE, MIN SEPARATION 9" PER MNF'R
INSTRUCTIONS
K
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i OREGON
AGCY 22,
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