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Plans e 10 /t7/05-1Z :41:32 NorthPacificGrp,Inc -> RightFax Page 085 `. C • • G O B 1 .... pcctlP a nc yLoad �� / •� �® l ' Construction fYPe s. � � ° Corridor -- 2 5 1 005 °�\ Rated �, �.,� C} „ �� °''� :... •Y'�j' K }�,ncrgy Code O� C' \ •''' e �. ° N Acc essibility ''� CITY TIGARD �('��. �cn� , B UILDINOCT G DNISION o \0 \ \� 0 0. ° s ae✓ t)s 7 ' ei -- O l e oco Aillik P ', \`L \, \ \a '' '. / �' T`it✓, G ' Q � NCa � e`� v. . • ° , �, t 4 �' P _--- ' W b x24 C; i� 0 .q f , loc , r ,,7l•.lu ever 1 D r ,..:4 i ��t' �� M I� S 1 41 -(�1� 1 „A..: � 1 /` i i i ' . B . � _3 3- i . + t ". • Y 5 i — 551 -lc7" S 4 `0 •113. ii -7.4)` o.. • pkP PS . , ©, FL IIN.1 . VI E ,_i CV . 3 c vu rr Goer Oa-u la 1-61 'We cl5 ASZts ey - r 5 (,(1) Oa. (..o9-14 612- ) - GAv■IP141,t 7 • s „ /0Yc M - • .I I IS - 1 t 1 k . . . • .1 fuxot a0 SLAP s 4 . „ ..� 1:14:1 734P-5' II / 1`tlidP� w4 5 (e, " 56 Ell`'( a ANc-gc4..5 wc 1' ?v" r- 1Ir`[. Z�� �`t �d 6i"tt.Oprl` ® �. GAkuCxc' - TN pi L.b` ✓ 19,084 vs' zy ° °°' ' © E. LE\IAAI©N %v EXPi__1? ( TM RIPPEY L I y C LN Ir 0H11_1- R suPPe>" er — C - Mkt - _ DATE 13(13/31 1 0x6MJNG ENGfl CHK BY oai PS No 5 2 (04 7650 S.W. geveland St, Suite 100 S Tigard, Oregon 97223 sn� S� or Phone (503) 443.3900 l'. f q ��„ w s . INSPECTION REQUIRED d SPECIAL Structural S •ecial Co .9 '•. . State of Ore ton Std Reinforcing Steel p Concrete and R F >,�, , • Baa stalled In Concrete is in ::;1'* Concrete Fr ame n . • ti , I ^- ❑ Specie! Moment-Resisting ' , „ 1 '` r , Steel Tendons <� ❑ Reinforcing Steel & P % Structural Welding ❑ 1 - l;g h- Strength Bolting p Structural Maz ❑ Reinforced Gypsum Concrete p Insulating Concrete Fill p Spray Applied Fire- Resistive Materials ❑ Pilings, Drilled Piers and Caissons ❑ Shotcrete p Special Grading, Excavation and Filling ❑ Smoke-Control Systems ❑ Other Inspections 18/17/95' °12:48 :87 HorthPacificGrp,Inc -> RightFax Page 883 • • • •! ±L E U ; RAL S CODE REOLTIREMENTS; CONFORM TO THE 2003 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2004 OREGON S RUCTLJRAL SPECIALTY CODE. D SIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 2003 INTERNATIONAL BUILDING CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER IBC: SNOW LOAD: 25 PSF SEISMIC; SITE CLASS: D SDS Q.764 SEISMIC DESIGN CATEGORY: D RESPONSE MODIFICATION FACTOR Rp: 2.5 WING CONDITIONS, THE CONTRACTOR. SHALT.. FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER. OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OP THE WORK. ST TEMIT'TAIS: STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION. IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL BE SUBMITTED SHALL BE ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE g THE ENGINEER_ GS SHALL INEER CONCRETE ACCESSORIES CONCRETE EPDXY ANCHORS SHALL BE INSTALLED WITH "SIMPSON SET" ADHESIVE OP. ENGINEER APPROVED EQUIVALENT. NON - SHRINK GROUT SHALL BE A. PRE -MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING AGENTS; CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE APPLIED IN STRIT STRENGTH 28 DAYS, ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SHALL BE MIXED AND M TALS: . �, s ALL WIDE FLANGE ASTM A992 (Fy ASTM 0,000 PSI) OR ENGINEER APPROVED EQUAL. A572 (I =50 KSI). � ` ai �� STEEL PIPE TO BE ASTM A53, Fy cee 29.00a ALL BOLTS: ASTM A,325 UNLESS NOTED OTHERWISE. THREADED RODS: ASTM A36 UNLESS NOTED OTHERWISE WELDING: PER AWS STANDARDS. E7OXX ELECTRODE AND BY CERTIFIED WELDERS. oaN ALL. STEEL TO HAVE SHOP COAT- f ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. 4^k- • EXPIRES; 12 -3.1 -010 • T ^ T TM RIPPEY L l N (PL N c.-1 I LI- E 50 PPO T BY - rt*W. DATE, t r4-/o5 �yS +� CDNSUT.TrN4T.fifsM"l.SS CHKBY DATE_ pa NO SZeaci' 7650 S.W. Beveland St, Suite 100 - Tigard, Oregon 97223 sHEET 5 �� oF S Phone (503) 443-3900 1g/17/051.2:40 :56 NorthPacificGrp,Inc -> RightFax Page 004 • • DESIGN, FABRICATION, AND ELECTION SHALL BE IN ACCORDANCE WITH THE "RISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AW5 CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. INSTALLATION AND TIGHTENING OF ALL BOLTS SHALL BE IN ACCORDANCE WITH THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A440 BOLTS ". UNLESS NOTED OTHERWISE BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG -TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ARETN FIRM CONTACT. THIS MAY- BEATTAII4ED -BY A FEW IMPACTS OF AN_IMPACT WRENCH OR THE FULL EFFORT OF _A MAN .UStNG AN ORDINARY SPUD WRENCH. INSPECTION: SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1704 OP THE INTE1 NATIONALBUILDING CODE AND APPLICABLE SECTIONS OP THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER FOR THE FOLLOWING AREAS OF WORK: 'WELDING EPDXY ANCHOR INSTALLATION PROke r- 0- 4 Y11a 4 'EXPIRES:12 - 31 -OG] TM RIPPEY L I N c o� N �-H I k- ►- E S SuPPaI _ BY - f 1 �� oArE hoL CONSlJL 1 E1 I _ QiK BY _ OAYE SOB ND 5Z( 4- 7650 S.W. Seveland SC, Suite 100 Tigard, Oregon 97223 sHrErsk oe Rhone (503) 443 -3900 t8 /17/BE'42 :42:85 NorthPacificGrp,Inc -> RightFax Page 886 va.rtDe Ti4: 37 C:17 v ti , , np. p+ L -co w x z (.( 4J s24. W�r IQ %.pt) .74- ff 3 - yam. kal ( 3/4 0 An5 6DLT ��Pr 'To I,P1 c 0NNE crIoN it-0 Q woo 4 • dry 0).' EXPIRES: 12 31 - O�o arr 1-'tVZ care l0it�� 11301. ►. eisu RIPPLY _ CO!�'3UL7INGElVCL1IaSli CHC &V DATE JOB No 7.--( 760 S.W. Beveland St, Suite 100 �, him, S Tigard, Oregon 97223 _ SHEET Phone (503)'I43 -3900 18/17/05 :43:13 NorthPacificGrp,Inc -> RightFax Page 088 - '-r c>.9 IJpPon.T wE 14-W = 3(,0 Roy f+- 1.o25- 5 61S * r�IC I o Z PsF b>C Lot-, vi. 71 t 3 4 3a e -2- 14 z- 9 �� � —r - b -ro t,E Am s fl \ '- 1 oaoox EXPIRES; 12 -31 -0Y Sv9Pc)wcs -r0 SPPW VoAO - r bdDr 20' w uc� emgeM - 13 47 *. • ZOO 74..47 /20 P-" Inc, I I ` ` H I Iv' - z7o 4 -s7i 1(077._ � lEtt-- q l�' -`i` Lug. • - 'CtL1 ' ' L t) sEist IAAbi.Oro [ . 1 4 C 0 . CoI4- ` 12. - Td +d� h J �r4, ' 41'a �tpJ ps bJ I { 2 1 _ , 40)(1 o X , ca )(v./0 z. (.0 J = • 165? ta �I.4- £ , 71aZ 'p A5D 25 /1.-0 l TMR PPEY LINcoL,u - e�H t~ Sv>'POg ur — TM R. DA,e �h�r3los � CONsULTINGxNGINE6R+ di► BY DATE 108 n+o S 7650 s.W; fieveiand St, Suite 100 4- Tigard Oregon 97223 shy of Phone (S03) 443 -3900 1/17/05' 12 :43:37 NorthPacif icGrp, Inc -> RightFax Page 009 MCE Ground Motion - Conterminous 48 States Zip Code - 97223 Central Latitude = 45.44033 Central Longitude = - 122.776223 Period MCE Sa (sec) (%g) 0.2 106.1 MCE Value of Ss, Site Class B 1.0 037.2 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 114.6 Sa = FaSs, Fa = 1.08 1.0 061.7 Sa = FvS1, Fv =1.66 • Z ' 48/1?/85- 12:43 :58 NorthPacificGrp,Inc — > RightFax Page 918 tAt' M i 1(01 x T taL s . Zn to cs v ca � 1� r ` i* x sw� �`� ?A LO 3.58 S . l { 4 04. 111Z to- rt H 7-ol 0� ^ ii 7_1(0 ILSZ �br ` tS• 2. 6 7 ` 1't° S.7c' • nT . . T x 5 Z.SC� itS1 1 WJwy4 5, - 7x).. 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