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REVISION DATE
PROJ RICH EGER DATE 4/14/04
Eomm;)s. WA 9b026
TITLE, ANCHOR BOLT PLAN DWG BY, JN
DEALER 5TEVEN JCK45CN INC. CHECKED bY,
THIS DRAWING INCLUDING CE51GN PRINCIPLES. 15 TM PROPERTY PACIFIC DU I LD I NG 5Y5TEM5 PAGE' F I OF 2
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GENEF�AL NOTES
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I. PRODUCT GERTIFIGATON5 T u W R AREA Pa -
lz
APPROVED FABRICATOR OF PREFABRICATED BUILDINGS & COMPONENT5. REF. IGBO REPORT NO. FA-405 PROPERTIE5 D e Foar L. s JOB IVun'IeER' 04-6126 N
2. MATE-RI ei 5 SPECIFICATION A5TM DESIGNATION YIELD 5TRENG1H In In Ln In DLw. 1n In' L& In ' it, O
DEALER' 5TEvm Jorram Iwc. }
FLAT BAR A-529 FY - 50 T.51 MIN 10 5--., .105 1.021 50.00 5/16 I.L390 6.451 28.546 5.046 Lfl
STEEL PLATE - A-570 FY - SO K51 MIN ^��ye��� - ^
HOT ROLLED MILL SHAPES A-992 FY - 50 K51 MIN '^D .075 0.970 50.0o 5/16 1.550 4.594 I9.555 5.505
GONN. PLATES A-529 FY SO K51 MIN ,, '"'!!�� PROJECT- Rlr.� Frsrfc w
10 225 .105 1.021 50.00 5/16 1.575 5,559 1 b.156 4.055 m U
BRACE ROD5 A-56 FY - 56 K51 MIN -
.090 0.9g6 50.00 5/16 1.550 4.5R4 15.625 5.472 LOCATION EomoNDs. WA 98026 tu
GOLD-FORMED LIGHT GAGE SHAPES A-570 FY - 55 K51 .075 0.970 50.00 5/I6 1.125 5.1526 15.070 2b56 1,- �ULI
ROOF AND WALL SHEETING (R PANEL) A-792-94 FY = 80 K51 (GRADE E) D T .060 0.944 50.00 5/16 0.900 5.062 10,454 2.055 DE50RIPTION' 60 X 125 X 14 SLOPE' 2.('12 Q Q ? 4
ROOF SHEfTINIG (STANDING SEAM) A-446-76 FY - 50 K51 (GRADE D)
OL
BOLTS TYP A-525N R 5.0 2.75 .105 1.021 50.00 5/16 1.575 5.559 15.551 5.1j02
1/2' 0 BOLTS GRADE S - ,L790 0.996 50.00 5/16 1.55o 4,5M 1520I 5.074 LOADING I NFORMAT I ON
'>. PRIMARY 5TRUCTURAL PAINT I D I .075 0.970 50.00 5/16 1.125 5.15215 11.049 2.455
ENAMEL, BLUE,GREEN OR RED .060 0.994 50.00 5/16 0.900 5.062 b.659 1,1561 151-0j. CODE' UBG 9-7
4. 5EG0NDARY 5TRUCTURAL COATING 6.0 2.50 .060 0.994 50.00 5/I6 0.720 2.4'S0 4.020 1255 CLOSED/OPEN CL05ED
FORMED FROM GALVANILED PRODUCTS (060) EXP05URE' B
5. BUILDER/GONTRAGTOR OR A/E FIRM RESPONSIBILITIES Sal: WaT. errwTme 5 A
PACIFIC BUILDING SYSTEMS STANDARD PRODUCT 5PEGIFICATION5 FOR DESIGN.FABRICATION, GEE SECTION T o W R Asrw PLY WIND IMPORTANCE' 1.00 W
QUALITY CRITERIA. STANDARDS AND TOLERANCES SHALL GOVERN THE WORK. UNLESS STIPULATED
OTHERWISE IN THE GONTRACT DOCUNeNT5. PROPERTIES O B FOOT I. 5. SEISMIC ZONE' 5 (BLANK FOR IBC) I
IN CASE OF DISGREPANIGIES BETWEEN PACIFIC BUILDING, SYSTEMS STRUCTURAL PLANS AND PLANS In In In In Ceo. In In la. In In' 5E15MIG IMPORTANCE 1.00
FOR OTHER TRADe5, THE PACIFIC, BUILDING SYSTEMS PLANS SMALL GOVERN O 10 5.25 AC5 1.166 90.00 5/16 1.1590 6.451 215.100 5.452
075 1.095 90.00 5/16 1.550 4.594 2o.Ob5 5.574 SEISMIC GOEFF.' 0.560 (GA FOR UBG 55xFA FOR IBC)
IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND
NECESSARY PERMITS FROM CITY, COUNTY. STATE, OR FEDERAL AGENCIES. AS REQUIRED. � 9.0 225 .105 1.166 90.00 5/16 1.575 5.559 17.761 5.947 DEAD LOAD 2 P5F - FRANE WT -
1 Z
APPROVAL OF PACIFIC BUILDING SYSTEMS DRAWINGS CONSTITUTES THEBUILDER/CONTRACTOR OR A/E 090 1.150 90.00 5/16 1.550 4.594 5.505 5.401
FIRM T D ,075 1.095 00.00 5/16 1,125 5.b2b 12.1520 2.bOO LIVE LOAD 20 P5F
ACCEPTANCE OF THE PACIFIC BUILDING SYSTEMS INTERPRETATION OF THE CONTRACT. Q t-
.060 I.057 90.00 5/16 0.900 5.065 10267 2.054 ROOF SNOW LOAD 25 PSF lj�(
ONCE THE BUILDER/CONTRACTOR OR A/E FIRM HAS 51GNED PACIFIC BUILDING SYSTEMS APPROVAL b.0 Z75 .105 1.1 bb 90.00 5/16 1.575 5.559 14.986 5,747 J �"
PACKAGE. CHANGES FROM THE CONTRACT BY THE BUILDER WILL BE BILLED TO THE BUILDER/ ,O`10 1.150 90.001.5�16 1.550 4.594 12.922 5227 COLLATERAL LOAD' O P5F
CONTRACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE ICI CD ~
075 1.095 90.00 5/16 1.125 3.828 l Ob50 2.565
PROJECT TO BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE. A PENALTY FEE MAY WIND LOAD' 85 MPH (PSF<=5p) � �
BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE, .060 1.057 90.00 5/16 0.900 5.065 8.525 1.954 PLANNI O
AS L.0 CONTRACT.
PACIFIC BUILDING SYSTEMS DESIGN AND DETAILING APPROACH COMPILES WITH THE 6.0 2.50 .060 1.057 90.0015/16 0.720 2.4SO 5.904 1209 GRANS INFO (IF APPLIGALE) v O
THE BUILDER/CONTRACTOR OR A/E FIRM 15 RESPONSIBLE FOR THE OVERALL PROJECT COORDINATION 36" COVERAGE G 3
ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY PACIFIC BUILDING
SYSTEMS ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER/GONTRACTOR OR A/E FIRM. 12" V
THESE PACIFIC BUILDING SYSTEMS ASSUMPTIONS SHALL GOVERN UNLESS SPECIFIC DESIGN CRITERIA Q
CONCERNING TH15 INTERFACE BETWEEN MATERIALS I5 FURNISHED AS PART OF THE CONTRACT.
THE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SHEETING TYPE AND COLOR LL
5PEGIFIGATION5 COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. - NOTE- MINOR RIB5 NOT SHOWN �v U
SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE PACIFIC BUILDING SYSTEMS _
BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT PACIFIC BUILDING SYSTEMS OR ITS IrIK S.IN.' IrIK S.IN' ROOF' PR PAPeLS z
DESIGN ENGINEER 15 ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CON- 2C6 GAGE PANeL TYPE Tm WT. 26 GABS.
5TRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM IN P5F PO„TWE bewm NOATne E GALVALWE
FURNISHED BY PACIFIC BUILDING SYSTEMS IN COMPLIANCE WITH ALL REQUIREMENTS OF THE GONTRACT. R PANEL . Le $
SUPER-51PAN .019b 0.9D .o520 1 0505 .0425 .0795
THE BUILDER/CONTRACTOR 15 RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL SECTION WALL' PR PAwets
BUILDING COMPONENTS IN ACCORDANCE WITH PACIFIC BUILDING SYSTEMS"FOR CONSTRUCTION" PROPERTIES PEIR-x' O2«' IA2 �' OG54 0510 oe24 26 GACe y OF��/AS�;r�•
DRAWINGS. TEMPORARY SUPPORTS OR BRAGING REQUIRED FOR THE BUILDING ERECTION WILL BE THE HI-Rib II .oi% 0.% .0425 1.04015 .0595 .0454 NEED COLOR
RESPONSIBILITY OF THE ERECTOR TO DETERMINE,FURNISH, AND INSTALL.
6. A-'-525N BOLT TIGHTENING REQUIREMENTS TRIMGOLOR Q O.
r ry
TURN-OF-NUT TIGHTENING MAY SHALL BE USED. WITH TURN-OF-NUT TIGHTENING, HARDENED WASHERS ARE NO LADLE TRRA NEED COLOR
REQUIRED.BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUC*rr TO A SNJC�-TIGHT .T Hop
CONDITION'5NUG TIGHT" 15 DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ARE SAVE TRM NEED COLOR �'-
IN FIRM CONTACT. THI5 MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE TIGHTENING GUTTER TRIM' NEED COLOR :�+ R 173 '
A PERSON CAN ACHIEVE WITH FULL STRENGTH WITH AN ORDINARY SPUD WRENCH SNUG TIGHTENING SHALL '� >
PROGRESS SYSTEMATICALLY FROM THE M05T RIGID PART OF THE GON.ECTION TO THE FREE EDGES, AND CORNER TRI" NEED COLOR
THEN THE BOLTS OF THE CONNECTION SHALL BE RETIGHTTENED IN A 51MILAR SYSTEMATIC MAKER AS JAMB TRIM' NEED COLORN-
NECE55ARY UNTIL ALL BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION SHALL BE it 3
TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN TABLE BELOW. DURING THE MWN5POUT' NEED COLOR to d Q
TIGHTENING OPERATION THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH.TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE M05T RIGID PART OF THE JOINT TO ITS FREE EXPIRES /20/ p u oc =E
EDGES. TABLE -NUT ROTATION FROM 5NUG-TIGHT CONDITION - INSULATION kn O 4
DISPOSITION OF OUTER FAGS OF BOLTED PARTS ROOF 6' REIw cwAv VINTL.
BOLT LENGTH DOTH FACE5 ONE FACE NORMAL.TO DOLT AX15 AND DOTH FACE5 SLOPED NOT MORE TFm E
(UNDERSIDE OF HEAD NORMAL TO OTTER SLOPED NOT MORE TKAN 120 120 FROM NORMAL.TO THE DOLT AX15 WALLS' 2" Remmmc o Vw L -� g v(A o�
TO EDGE OF BOLT) DOLT AX15 (CEVELED WASHER NOT U5E0) (DEVELED WASHER NOT U5ED) Z o
LIP TO AND INCLUDING 4 1/5 TURN 1/2 TURN 2/2,TURN QQZct
DIAMETERS FACTORY LOCATED FRAMED OPENINGS N Yng
OVER 4 DIAMETERS BUT NOT 1/2 TURN 2/3 TURN 5/b TURN Ge c 0 10 O~<
EXCEEDING D DIAMETERS LEFT ENDWALL' No,C -1) 6 lL a 1`'N�9 5� �
FOR BOLT5 INSTALLED BY 1/2 TURN AND LESS.THE TOLERANCE SHALL ee PLUS OR MINJ5 DO DEOR'EES. O j ...1 MIS
S
FOR 5OLT5 INSTALLED BY 2/',TURN AND MORE,THE TOLERANCE SHALL be PLUS OR MINUS 45 DEOREE5.
6. A-32SN BOLT TIGHTENING MET ID b INI5PEGTION - (OPTIONAL) ~ UJ LT
FRONT SIDEWALL'( 2) 12 W x 12 H �
TIGHTENING METHOD - HOW TO TIGHTENED (CONT)
- CLI UNDER THE BOLT HEAD - (SPINNING CAN WEAR DOWN THE BUMPS).
TURN THE NIT TO TIGHTEN - TIGHTEN THE NUT UNTIL THE GAP 15 REDUCED TO 0.015 RIGHT ENDWALL' INONE
INCH lk-
CLI HOW TOIJNDER THE BOLT HEAD WITH - IT 15 IMPORTANT THAT THE BOLT5 AND NITS ARE CLEAN Q
BUMP5 FACING THE UNDERSIDE OF THE AND Ll TO TTED AS THEY WILL BE MUCH EASIER AND ���
QUICKER TO TIGHTE B DEW N. BACK SIALL'Now HEAD HOW
1
HOW TO INSPECT
- USE A 0.015 INCH FEELER GAGE AS A NO GO" INSPECTION
TOOL. MAKE SURE GAG THAT YOU TRY TO INSERT THE POINTED
NOSE OF THE GAGE INTO THE OPENING BETWEEN ANY TWO
JMP 7
ADJACENT. FLATTENED BL5. IF THE GAGE DOES NOT '?
ENTER THI5 OPENING -BUT YOU CAN SEE THAT THERE 15 A
GAP - THE INSTALLATION 15 GOOD.
AVERAGE GAP INSPECTION • CFI
„�„��4„� M AGGE550RIE5 '4Rsl
4 FLlxo LocATe 50° 0 WINDow FRAmeo OftmwOs
HARDENED FLAT WASHER 4 FIeLD LAQATw 3070 5eLF FRAMwc wALKow
HOW TO TIGHTEN n2IC rc OAN n w��*
IJ11'IOr1I O!TI!GR- ZZ
WHEN YOU TIGHTEN THE NLfT: HOLD THE �"aR'eleMce.TK p°-T O
T WITH A HAND WRENCH 50 THE s nevear-Ta
B;T HEAD CANNOT SPIN ON THE CLI 0
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REVISION DATE
PRO.h RIcH EOER
DATE 4/14/04
EoMONos, WA 9b026
TITLE 51DEWALL FRAMING DWG BY, JN
DEALER- 5TEVEN JOHNSON INC. CHECKED 6Y,
THIS DRAWING MI-LIDINO OtSION PRMGIPLtS. Is TFt PROPERTY Pt3S
C 6U I LD I NG 5Y5TEM5 PAGE, 2 OF 7
OF TRUSS-T STRUCTURES. INC.AND SHALL NOT Et RtPROOVCGO,
COPIED OR LOANED IN PART OR IN WHOLE WITHOUT WRITTEN MANUFACTURED BY TRUSS-T STRUCTURES, INC.
PERMISSION.IT IS NOT TO pt USEO IN ANY MATTER THAT MAY
OONSTITVTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TRUSS-T 2100 N. PACIFIC MY. WOODBURN. OREGON 97071 PHONE 50! i 951-9581 JOB ID 04-6126
STRUCTURES. INC.
ROOF SURFACE 3 ROOF SURFACE 2
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REVISION OATS
PROJ, RIaT EaeR DATE- 4/14/04
EDMoros, WA 1026
DWG BY- JN
TITLE ROOF FRAMING
DEALER- 5TeVEN JOHNSON INC. bs CHECKED BY,
THIS CRAWIND INCLLDINo ve5ION PRINOIPLES.IS TFt PROPERTY PACIFIC DU I LD I NG 5Y5TEM5 PAGE, I OF T
OF T"S-T STMXTLRe9.INC.AND 51'14LL NOT Ce REPRODUCED.
COPIED OR LOANED IN PART OR IN WHOLE WITHOUT WRITTEN MANUFACTURED BY TRUSS-T STRUCTURES. INC.
PERMISSION IT IS NOT TO be LPSW IN ANY MATTER THAT MAY
C045TITUTe A CeTRIMENT DIRECTLY OR INDIRECTLY TO TRUSS-T 2100 N. PACIFIC MY. WOODBURN. OREGON 17071 PF10NE 503 / 981-95a1 J06 ID, 04-6126
STMXTLReS. INC.