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8185 SW HUNZIKER ROAD-6 - . aOlt Size Wgt. Effective S: Axis x-•x ' t NOTES :RAL GENEt d R Area Per - Q F=30 i►�:1, D B Foot lcsi ksi ix S>< JOB NUMBER: 92--3655 ✓ MATERIAL SPECIFICATION ASTM DESiGNAT10N YIELD STRENGTH �. In. In. In. In. In. In.' Lb. In. In.' In.' In.' DEALER: Centrex Construction � ;: . . •,.. .:•: . s. A-36 M00 FY = 50 KSI MIN 10 3.50 .105 0.9Q 3/16 1 89 6.57 5.70 5.70 213.5 5.70 a is r : �' +� :j.•':: FLAT BAR = .075 0.70 3 32 1.34 4.67 4.00 3.78 20,5 4.10 PROJECT: KNEZ .�" PQ50 FY 50 KSI MIN / HOTS ROLLED MILL SHAPES A-36 FY = 45 KSI MIN C E E & ZEE 8.0 3.00 .105 0.80 3/16 .1.55 5.40 3.78 3.78 15.1 3.78 _ LOCATION: TIGARD OR CONN. PLATES A-S6 FY = 45 KSI MIN SECTION .075 0.70 3/32 1.12 3.89 2.76 2.67 11.0 2.76 �� ;;�••�y:'{,'t ;.•:•• BRACE RODS A--36 FY = 36 KSI MIN - •� COLD--FORMED LIGHT GAGE SHAPES - 4 FY = 55 KSI (GRADE D) .060 Q.60 3/32 0.885 3.08 2.11 x.99 8.79 ...20 DESCRIPTION: 140--o X 313 -0 X 25-0 1/12 g - 80 KS GRADE E PROPERTIES 6.0 2.50 .060 0.60 3/32 0.705 2.46 1.34 1.28 4.01 1.34 _ / i .�... ( ) 75 - o X c7- 0 x 7, 5 0 ►/ iZ ROOF AND WALL SHEETING R PANEL A 446 FY i ' NC STANDING •�cAM) A-446 FY >= 50 KSI GRADE D ROOF SHEETING ;,.� , ��; �. • BOLTS P A-325N 6 2" BOLTS GRADE 5 36" / INFORMATION BLDG CO 8 U / LOADING I N FO R CODE: 198 BC ',`�•Y`r�iii:,t �,, � / �/� •Ir { r 4•. J V 1 1 �.= •:;' ;' 1" _ LIVE LOAD: 25 PSF � 2. PRIMARY STRUCTURAL PAINT -E: • w fwsmm mum PRIMER: RED OXIDE ORWARCL l/ ��-` •.+ ; DEAD LOAD: 2 PSF + FRAME WT. �- � _ _ ENAMEL GREEN/BLUE `� s (!> > o ;."':' WIND LOAD: 80 MPH EXPOSURE: A ° f 3. SECONDARY STRUCTURAL COATING Z 10- 0 _ - FORMED FROM GALVANIZED PRODUCTS (G60) MECHANICAL LOAD: 3�;E PSF N C ROM lissm RAM usam 4. BUILDER/CONTRACTOR RESPONSIBILITIES GROUND SNOW LOAD: PSF Nam o�p D ----------------- �•.. PACIFIC BUILDING SYSTEMS STANDARD PRODUCT SPECIFICATIONS APPLY. UNLESS STIPULATED p c OTHERWISE IN THE CONTRACT DOCUMENTS, PACIFIC BUILDING SYSTEMS DESIGN, FABRICATION. / SEISMIC ZONE: 28 � 3 D TOLERANCES WILL GOVERN THE WORK QUALITY CRITERIA STANDARDS AN ."-r"" I .v �=� 1 IN CASE OF DISCREPANCIES BETWEEN PACIFIC BUILDING SYSTEMS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES. THE PACIFIC BUILDING SYSTEMS PLANS SHALL (,UVERN. SHEETING 36" COVERAGE t R IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. 12• " ROOF: 26 gage (golly) a APPROVAL OF PACIFIC BUILDING SYSTEMS DRAWINGS CONSTITUTES THE BUILDER 1 1 4 s __ - WALLS: 26 gage (ptd) C T'AHoc SL. v e ) �, '� •��'=-'' ACCEPTANCE OF THE PACIFIC BUILDING SYSTEMS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. N & ONCE THE BUILDER/CONTRACTOR OR A/E FIRM HAS SIGNED PACIFIC BUILDING SYSTEMS APPROVAL i - ! PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER/ INSULATION r CONTRACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE �' 6" t PROJECT TO BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE. A PENALTY FEE MAY NEL GED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE, R PA ROOF: o,_ o , I BE CHARGED SUPER SPAN AS LONG AS PACIFIC BUILDING SYSTEMS DESIGN AND DETAILING APPROACH COMPLIES WITH THE I. In. S !n'. I In. S In' La.- PANEL TFiK. WT. Y x x s STARTER: n'"' t5 Y �7TA4 E-2 s PURCHASE ORDER. GAGE IN. PSF Positive Bending Negative Bending CL SECTION _ g g g WO- ! PROJECT COORDII\IATION o t THE BUILDER/CONTRACTOR OR A/E FIRM _IS RESPONSIBLE FOR THE OVERALL PR P ROP ERTI ES 26 Steel .0198 0.98 .0520 .0505 .0423 .0793 • CONCERNING ANY MATERIALS NOT FURNISHED BY PACIFIC BUiLDING -----� WALLS: a S�rra ALL INTERFACE AND COMPATIBILITY C N • D COORDINATED BY THE BUILDER CONTRACTOR ORAE FIRM. UNLESS } SYSTEMS ARE TO BE CONSIDERED AN DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIAL IS FURNIS►IF.D AS P�'�RT �'CL w W.`'" =' •r SPECIFIC / 24" COVERAGE ,� v;i a w�; ' I OF THE PURCHASE ORDER, PACIFIC BUILDING SYSTEMS ASSUMPTIONS WILL GOVERN. WALI�C-IN DOOR SCHEDULE sYM�oL = D W-� } THE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLAPJS AND SYM, QTY. DESCRIPTION a m W SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHUru TIES. z Pr u A 2 ._0" =030Pr V 3 ' GINEERING DESIGN DATA AND DRAWINGS FOR THE PACIFIC BUILDING SYSTEMS r f` 3'-� x 7' BY P.B.S. a z�,� - SUPPLYING SEALED EN cv vi NG DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT PACIFIC BUILDING SYSTEMS OR ITS / '� N BUILDING B IL cn DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CON- . _ N !- t:' STRUCT0N PROJECT. THESE DRAWINGS AND DESIGN DATA ^E SEALED AS TO THE STRUCTURAL SYSTEM - FRAMED OPENING SCHEDULESYMBOLEj -� � r c BY PACIFIC BUILDING SYSTEMS, IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE 3' z o w E I FURNISHED ORDER. 1 8 SYM. QTY. DESCRIPTION r 3 Z P i z _Z:j J _ B 2 20'-0" x 16'-(T DOOR BY OTHERS -� THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL. ''` i CIFIC BUILDING SYSTEMS "FOR CONSTRUCTION' •2 38 1116 8 518 518 1 116 2 38 C 2 18'-Or' X 16'-0" DOOR BY OTHERS �'a °w-- = BUILDING COMPONENTS IN ACCORDANCE WITH PA B LDIZE DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE. BUILDING ERECTION WILL BE THE / D ) 12'-0" x 1 Z%-Om DOOR BY OTHERS a.z RESPONSIBIL II Y OF THE ERECTOR TO DETERMINE, FURNISH, AND IN_�TALLa. '�V, 8o x' I -� TIGHTENING REQUIREMENTS II I 1 5. A ..25 BOLT TIGHTEN N 0 =� ACCESSORIES Ln Ww ALL HIGH-STRENGTH BOLTS ARE A325�-N UNLESS SPECIFICALLY NOTED OTHERWISE. c ' �000 i STRUCTURAL BOLTS SHALL BE TIGHTENED BY TURN-OF-NUT METHOD IN ACCORDANCE WITH THE NINTH FDMON, AISC "SPECIFICATION FOR STRUCTURAL. JOINTS USING A325 OR A-490 BOLTS" PER SECTION ' 5B. A325 BOLTS MAY BE INSTALLED WITHOUT WASHER WHEN TIGHTENED BY TURN-OF-NUT METH(;D. : t IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. V � d • _ 24" C E .� - CONNECTIONS WITH BOLT 71-9 ALL MOLTED CONNECTIONS, UNLESS NOTED, ARE DESIGNED AS BEARING Tr'PE CON --- THREADS NOT EXCLUDED FROM THE SHEAR PLANE. (INSPECTION NOT REQUIRED PER UBC SEC, 306 A 6.2) CITY OF TI )A�O .� Approved yonditfonplly Approved ..... or. , � ....,•..••..•....,•r...,.„•.►,.,,,a.„I.L+1•8, 0 I' DIN Joh ddr'0..�. �Y t �!�'1 !�1►. ' W�ATH�r=..R SEAM PANEL_ K. vrT. Ixln. lAin". lxln. In. w.. ,i-- i GAGE IN. PSF positive ending Negative nding I - SECTION 26 Ste .0195 1.01 .322 .1286 .1516 .0820 c��s -1 �� I I...I t•I�� :l: I ::1:-:F., ra F' ::c:-..I.. 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EN I GIRT CUP R 3/16" X �' I CUP PL i/4" x �" " A 3 2 S nr a 0 L T•55 t` 1 (2) 1/2 X 1 1/4 GR5 1 1 (2) 1/7. 0 x 1 1/4 GR5 .•.,t m ,�y.:;✓•,'; V SIDE WALL GIRT JL -DOOR JAMB 8 3 11 GA. o Z BY PASS ENDWALL DETAIL L BY PASS CORNER DETAIL FM BY PASS PURLIN- CLIP DOOR JAMB DETAIL N CdwNEC 7-10N . n�Tf� /.4 ix -4 i LL' HI IN' T F:'E'F ' 6 I•I� E *-:..•{. - _ _ M • l - .. •f. _ ' ' N• i • • •2 ..t•« 1' - t I ' IF THIS DOCUMENT' IS LESS 'T I I I �; 1 1 1 1 I 1 111 111 III 111 III I I 1 �.��. �1 T i. 1 � 11-1.1 1111 1 j 1 Tj-r 1.11 I I I I I I I II I {101 LEGI � I llI 111 I I I iq Jill I I I I I I I I I I I APRIL 2� � I994 1 2 3 4 _ 5 (� 7 8 9 - 11 12� BLE THAN I'HI1� NOTATION , � � I T I S DUE TO THE QUALITY OF - -- -~- - No.36 THE ORIGINAL DOCUMENT, -- - ---— - ----- -� - — - ----- E _ Z 8Z LZ 9Z SZ � Z EZ Z TZ OZ 6t gt LT 9t SI fit ET Zt ti I 6 �8 T ! ly 5 fi E II Z I �ia�3iy1 " I 'llliI1111J�!L'� lull' Ii,1I 1 IIII(!JIII 11111111 IIII IIIIIIIiI 111111�1I1111 IIII 111111111111 IIII illl IIII {111 IIII 1{111{111111 III{ 111{ 1111 Ill{ 1111 IIII Illi 11111111111111 IIII IIII {III Illi Illi IIII 1►11 ltll 11 111111 lll���lllll!!Illil�lllil �L1.�ll 1 III 1 C I • 'c. •t i ~•r' •• L v •o ,r• •.. .. i•t. -.., ter. . - t0. •� h'• s- 'w t •✓ S t v!1 i S t• t i r y a ✓ _ �AN SIZE END PLATES ._ _ �t ti.• w rc ��'7 t'III 1-�1 4ET R t ,D THTYP t U �:� .. a , ,.,r, ;+ • : : t y.. 43/lir X f X VARIES 1/THREADED ROD •+� t� ,�'� •,. r�••:• -t''� .. - - - .. .- ,; ' •1. 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Q 0 U , j:• a Z— ''• h NOTE: n 2 1 2ND SLOT RE 'D ® X G' MIN PL W Q m �� !Q N DBL BRACING ONLY 3" Ir MIN PL <" ' V1 Q.W w 0 J W z Lr ::: -._•.. M� COLUMNS z CLWz } � .. ,• .� U z o ,,.•t 0.Z�U �....• , V � OF- J BRACING SLOT LOCATION K CABLE CONN. ® CORNER COL. ROD CONN. ® CORNER COL. 2 �� :. CABLE CONN. H CABLE CONN. zo _ ' .1.; ciaowx _ .. •,•.fir{.._+ . ' s •, VARIES VARIES cl a o a SIMPLE SPAN GIRT SIMPLE SPAN GIRT . . o -t 2 1/2" 0 X 1" BOLTS (2) 1/7• If X Y BODS L j �, cn - VIEW cwE Arlo 3/16 1 1/2 — 1 1/2 —� l o GRADE 5 EACH END sn W W 11,C GIRT CUP 15 o0 ►: 3/1 I• GIRT CLIP PI 12 OR IL 12 ,•` . ; I T w, 12 FLANG BRACE '�' Cr*y�;2i=.;. I 1 OR LESS i 1g' X 1 3/,• X 1 3/� Y �l 6• Q` SEE PURUN FUWGE BRACE I (1) 1/2'' or X 1 1/T -r: i GRADE 5 O BEAM L� �� A. ;.' T x r 16 GA. ANGLE 3/1Ir PURLIN CLIP . 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