HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/25/2018 (2)GENERAL. NOTE5:
(. PRO1211GT GLgRT1FICATIONS
APPROVED FABRICATOR OF PREFABRICATED BUILDIN65. REF. IAS REPORT NO, FA -405
2. MATER€ALS SPEC€ ICAMON ASTtyt DE519*110N YIELD STREN6TH
FLAT BAR ..».. »» .. ....»....»»»...»»,.»...»..... A-512 FY = 50 KSI MIN
STEEL P1 ATE..»»..»» »...» »........».» ...».».....»... A-572 FY = 50 K5I MIN
HOT -ROLLED MiLL SIiAl2ES....... ................. A-442 FY = 50 K51 MIN
CONNECTION PLATES .............. «...»............... A-572 FY = 50 K51 MIN
BRACE RODS»»..» ... »...... .»......................... ». A-36 FY = 36 KSI MIN
COLD -FORMED L16W 6A6E SHAPES..... A-570 FY = 55 MI
ROOF AND MALLL. SHEMN6 (R PANEL%.. A-' 82-44 FY = 60 K51(6RADE E)
ROOF SHEETING (STANDING SEAM)»...... A-446-76 FY = 50 KSI ($RADE D)
BOLTS TYP... »..»..»».».. »....»» ... ».»,........ A -525H
1/2"0 BOLTS.»»..» .».......»...,»..».....»»»........». 6RADE 5
S. PRIMARY STRUCTURAL PAINT
ENAMEL: BLUE, 6REEN, RED, OR GRAY
4. SECONDARY STRUCTURAL COATING
FORMED FROM 6ALVAN= PRODUCTS (660)
5. EUILDERIGONTRAGTOR OR A/E FIRM RESPONSIBILITIES
PACIFIC BUILDING SYSTEMS STANDARD PRODUCT SPECIFICATIONS FOR DESIGN, FABRICATION, QUALITY CRITERIA,
STANDARDS AND TOLERANCES SHALL 60VERN THE WORK, UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS.
IN CASE OF DISCREPANCIES BETWM1 PACIFIC BUILDING SYSTEMS STRUCTURAL. PLANS AND PLANS FOR OTHER TRADES,
THE PACIFIC BUILDING SYSTEMS PLANS SHALL GOVERN.,
IT 15 THE RESPONSIBILITY OF THE BUILDEWCONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECE55ARY
PERMITS FROM CiTY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED.
ACCEPTANCE OF THE PACIFIC, BUILDING SYSTEMS INTERPRETATION OF THE CONTRACT.
ONCE THE BUILDIR✓GONTRACTOR OR A/E FIRM HAS 516NED PACIFIC, BUILDING SYSTEMS APPROVAL PACKAGE, CHANGE5
FROM THE CONTRACT BY THE BUILDER WILL BE BILLED TO THE BUILOW CONTRACTOR FOR MATERIAL, ENSINEERiN(p, AND
HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND/OR SHIPPING
SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJBCT MUST BE MOVED FROM THE FABRICATION ANDIOR
SHIPPING SCHEDULE, AS LONG AS PACIFIC, BUILDING SYSTEMS DESIGN AND DETAILING APPROAC44 COMPLIES WITH THE
CONTRACT.
THE BUILDMCONTRAGTOR OR A/E FIRM 15 RESPONSIBLE FOR THE OVERALL PROJECT COORDINATION ALL INTERFACE
AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY PACIFIC BUILDIN6 SYSTEMS ARE TO € E
CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM, THESE PACIFIC BUILDIN6 SYSTEMS
ASW-FTIONS SHALL 6OVERN LA+ XSS SPECIFIC DES16N CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS €5
FURNISHED AS PART OF THE CONTRACT.
THE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND
SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE PACIFIC 15UIMNO SYSTEMS BUILDIN6 DOES NOT
€MPLY OR GON5T€TUiE AN AGREEMENT THAT PACIFIC B om, SYSTEMS OR ITS DESIGN ENGINEER IS ACT TNG AS THE
ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PRO.EGT. THESE DRAWIN65 AND OM16N DATA
ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY PACIFIC, SUILDIN6 SYSTEMS IN COMPLIANCE WiTH ALL
REQUIREMENTS OF THE CONTRACT.
THE BUILDER/GONTRAGTOR IS RESPONSIBLE FOR SETTINS OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDIN6
COMPONENTS IN AGGORDANCE WITH PACIFIC BUILDING SYSTEMS 'FOR CONSTRUCTION' DRAWINGS. TEMPORARY SUPPORTS
OR BRACING REWIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE,
FURNISH, AND INSTALL.
6. A -325N BOLT TIGHTENING REQUIREMENTS
HIGH 5TRENOTH A-5ZN BOLTS SHALL Be 71614TENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE LATEST
EDITION, AiSC SPECIFICATION FOR STRUCTURAL. JOINTS USING ASTM A -325N OR A -4W0 BOLTS WASHERS ARE NOT
REQUIRED WHEN A -325N BOLTS ARE TIGHTENED BY THE TURN -OF -THE -NUT METHOD.
TABLE _1 T ROTATION FROM SNUG -TIGHT CONDITION
FOR BOLTS INSTALLED BY 1/2 TURN AND LESS, THE TOLERANCE SHALL BE PLUS OR MINUS 30 DE6RELS.
FOR BOLTS INSTALLED BY 215 TURN AND MORE, THE TOLERANCE SHALL BE PLUS OR MINUS 45 DWEES.
36" COVERAGE
12" -
F5R PANEL
5ECTION
PROPERTIE5
DISPOSITION OF OUTER FACE OF BOLTED
PARTS
BOTH FACES
ONE FACE NORMAL TO BOLT AXIS AND
BOTH, FACES SLOPED NOT MORE THAN
BOLT LENGTH
040MIDE OF HEAD
TO EDGE OF BOLT)
NORMAL TO
13OLT AXIS
OTHER SLOPED NOT MORE THAN 1:20
(BEVELED WASHER NOT USED)
1:20 FROM NORMAL. TO THE BOLT AXIS
(BEVELED MASHER NOT USED)
UP TO AND INCLUDING 4
1/3 TURN
1/2 TURN
213 TURN
DIAMETERS
Inches
Oteg
inches
OVER 4 DIAMETERS BUT NOT
1/2 TURN
2/3 TM
5/6 TURN
EXCEEDING 6 DIAMBTERS
2.25
16
0.060
FOR BOLTS INSTALLED BY 1/2 TURN AND LESS, THE TOLERANCE SHALL BE PLUS OR MINUS 30 DE6RELS.
FOR BOLTS INSTALLED BY 215 TURN AND MORE, THE TOLERANCE SHALL BE PLUS OR MINUS 45 DWEES.
36" COVERAGE
12" -
F5R PANEL
5ECTION
PROPERTIE5
Thicknesswe,
,t
�'�
PosltNe Bend Ne abNe Bend
6a. inches
lx (I0) sx (ins) Ix (In4) Sx (in9,
24 0-019
0.75
0.424 0.029 4.422 4.433
26 0.014
Oq4
0.438 0.036 0.091 0.045
24 0.024 1.14 0.055 0.Or 0.042 0.057
ZEE SECTION
FROPERTIE5
GEE SECTION
PROPERTIES
r-$-7
9
51ze
11-6025
t
9
W
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ArOa
p'�
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EH4'ectNe
Ix
5
sx
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64.
Inches
Inches
Oteg
inches
Int
Lbs.
In4
IrS
6.00
2.25
16
0.060
Og40
50.00
3/16
0:00
2.450
4.030
1.950
14 0.075 0.410 50,00 31€6 0.600.3-060 5.410
1.610
6.00
2.50
16
0.060
0.160
50.00
3116
Ob40
2.880
6.150
2.040
14 0.015 0.160 50.00 31€6 1.060 1 3.600 10.150
2.540
12 0.105 0.630 50.00 3/!6 1.400 15.050 14.100
3.520
€0.00
2.66
14
0.015
O.gIO
50.00
3116
1.2$0
4.370
16.410 9.'(4O
12 0.105 Ofto 50.00 3/16 1.300 6.120 26.380 5.260
€2.00
2.6814
1200F300
1 0-0751
Og10
15OW
8/16
1.490
4.860 1201210 4.660
12 10.105 10-1160 150,00, 3,116 2.010 6.630 140-1601 6.7QO
sizet
11-6025
CUSTOMER:
9
W
R
Area
p
Foot
EPFectNe
Ix I
S
sx
D
B
Inches
inches
ba.
inches
inches
Dre
taches
int
Lbs.
In4
Ina
6.00
225
16
0.060
0.810
80.00
9/!6
0.720
2.450
4.050
1.350
14 0.015 0.840 80.00 3/16 Og00 3.060 5.030
1.660
6.00
2.50
16
0.060
0.870
40.00
31€6
0.650
2.880
6.040
2.010
14 0.015 0.410 80.00 3/16 1.060 3.600 4.440
2500
12 10.105 0.4180 4000 9116 €.460 5.050 19.880
3.460
1000
5.00
14
0.075
OgI0
40.00
SA6
1.260
4.370
€8.670
3.770
€2 0.105 0g60 a0.00 3/1b 1.800 6.120 26210
5.240
1200F300
14
0.015
Og10
CIO.00
31€6
1.490
4.6802q.150
4.850
12 0.105 OA80 I 40.00 3/I6 2.010 6.830 40550
6.16
BUILDIN6 INFORMATION
JOB NUMBER:
11-6025
CUSTOMER:
0 4 S Contractors
PROJECT:
New Storage Building
LOCATION:
Springflaid, OR 411411
MAiN BUILDING
5 P5F
DESCRIPTION:
66 x 122 x 25
SLOPE:
1.5:12
LOAD I N(7 INFORMATION
BLDG. CODE:
0550 14 (IBC 12)
GLO5ED/01PEN:
Partial
EXPOSURE:
C
WIND SPEED:
120 MPH
COLLATERAL LOAD:
5 P5F
DEAD LOAD:
2.5 P517 + FRAME WT
LiVE LOAD.
20.0---PSF-
ROOF SNOW LOAD: 20
GROUND SNOW LOAD: 11-0
SNOW IMPORTANCE: 1.0
EARTHOUAKE DF51 GN DATA
SEISMIC DESIGN CATEGORY: D
5EI5MI0 IMPORTANCE FACTOR: 1.00
MAPPED 5PEGTRAL RE5PO*r: ACCELERATIONS
0.13 �$ 5,� 0.666 %q
51 0.55 %g 5M 0,6250 954
SPECTRAL RESPONSE COEFFICIENTS
5o 0-=,q %g 5,1 0.42 %9
o -,n
11
..
• ,
SHEETING TYPE AND COLOR
ROOF: PBR Panels
GABLE TRIM:
NEED COLOR
26 Gage,
EAVE TRIM:
NEED COLOR
NEED COLOR
GUTTER TRIM:
NEED COLOR
Medium Screw
CORNER TRIM:
NEED COLOR ;
WALL: PBR Panels
.IAMB TRIM:
NEED COLOR ;
26 Gage
DOWNSPOUT:
NEED COLOR
NEED COLOR
BASE TRIM:
NA
Medium Screw
I N5ULAT I ON
ROOF: 3" VRR (R-10)
WALLS: 5" VW (R-10)
DRAKNG TABLE OF CONTENT5
FI
E"t
Endwall Elevations
E8
Endwall Elevations
Ea
Wail insulation Plan
EIO
Ri id Frame Elevation
Ell
Ri Id Frame Elevation
E12
Rigid Frame Elevation
E15
Rigid Frame Elevation
RIGHT ENDWALL:, BACK 510EWALL: 1 +�� 1 vc�an vrartm9a I . I . I • I
none none
BUILDING NOTES
A G t� 1. Both sidewall open up to the 20'-0 elevation. Both endwall
ACCE55ORI F-5 fully opened.
2.6'-O" x 4&-0" roof jog at at bays 4-5 at the front sidewall.
none The front sidewall columns at frame lines 5 6 6 are inset 6'-011.
WARNING
INFORMATIONWIN
THIS MATERIAL IS SUBJECT TO SEVERE WATER DAMAGE IF MOISTURE IS
ALLOWED TO GET BETWEEN THE PARTS; THEREFORE, IT MUST BE STORED
UNDER COVER AND ONE END ELEVATED TO ALLOW FOR DRAINAGE UNTIL
ERECTED. IF MOISTURE IS ALLOWED TO GET BETWEEN THE PARTS, "RUST" OR
"PAINT LIFT OFF" MAY OCCUR. THE MANUFACTURER WILL NOT ACCEPT CLAIMS
FOR WET STORAGE DAMAGE. THE CUSTOMER ASSUMES FULL RESPONSIBILITY
FOR THE CONDITION OF THIS MATERIAL AFTER DELIVERY BY THE TRUCKING
COMPANY.
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19
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2" 211
SW
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DETAIL A
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mw
5ee Plan
DETAIL 5
4"
4"
via= 5/4"
DETAIL 5A
I
ANCHOR E30LT PLAN
NOTE. All Sase Plates @ 100'-0" N.N.}
2"- 1 -2n
Dia= 5/4"
4"
4"
DETAIL CA
5W
Dla= 5/4" 8„
�T
N i
--1--
2" 20
5ee Pian
DETAIL CG
4"
4"
A
C�N
JUN 2 5 20113
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Dia=
5/4"
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4"
a
4"
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a�f
5W
DETAIL
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ANCHOR E30LT PLAN
NOTE. All Sase Plates @ 100'-0" N.N.}
2"- 1 -2n
Dia= 5/4"
4"
4"
DETAIL CA
5W
Dla= 5/4" 8„
�T
N i
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5ee Pian
DETAIL CG
4"
4"
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61
SPLICE PLATE 6 BOLT TABLE
Mark
To Qty Bot Int Type Dia Length
Aldth Thick Length
5P-1
4 4 2 A525 3/4" 2 3/4"
6" 1/2" V-2 3/4"
5P-2
4 4 O A525 3/4" 2 3/4"
6" 3/8" V-11/2"
BA51! PLATE TABLE
Col Plate Size
Mark Width Thick Length
1310-1 8" 1/2" 111/2"
7FLAMCGE BRACES: Both Sldes(U )
FBxxA(l): xx=iength(ln)
A - L=XI/6
,Zi 1/2"
12
A
E10
q
MEMBERT -
Mark y�l ht
9
web Depth
Plate
Outside Flange
N x Thk x Len th
Inside Flange
N x Thk x Length
5iart d
Len
RFI -1
10.01(2b 3
28.3/34.?
r�t
1412.
102.0
7 x 3/41 x 2 .0
1 x 3/6" x 50.2
6x1/4"x36.6
1 x 3/6" x 2 .O
1 x 3/6" x 20.3
RFI -2
30.0/2"1.6
21.6/22.6
.
0.166
'10.1
144.0
6 x 1/4" x 240.0
6 x 1/4" x 118.1
6 x 1/4" x 240.0
6 x 1/4" x 116.6
22.8/16.1
0.168
1 144.0
"
2
11/21,
8161 D FRAME tLtVP%TION: �K,O%Mt L ] Nt-
N
N
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