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'la 02rrt . 2 ' • •2 N:TL= : Alt, =KT".�;• �!C b��1Brv5.^*r3 A TU>-Ac:e �F 4rNa,�ihlti� r.",F 'F rl ,/ K (5 4 6�0 eeYL-N! _. FA.Cr: cJ� \N 1141:10M FRMAE'� y SEP 2 1994 MICRO LMED IIIIIII� IIIII � IIIIIII I , IIIII I , III � I , III I I � III � I � IIi � I � III � I ; II1 �1 �II1 ;1 1� II1 �1 � tllR- %1� 4 MADE IN CHINA IN i I , i ��� .�.:.�.•,.____..._._..__..._....__ RUO ��� �� � - , ' .r I i 0 I i I -MKRARD. ROOF PL/\ N I,e NoR.•;H — 01 -10'�2' W,oll VJ m W C16 x ' Q (n J� U uj- LLuj Uzi* -�r ~ U -� t-- w 0 f1 Q — �� �ti TU� Turd<.-NT L,F�.'J t�- 5 F't�C..� �• �'� � I' � � IL a. o o a s Q RD' O R.D. AvcR��••FD DRAMN DATE -T H I RD f L O o Ce-s f L N ,,gllz 11 N "4 0264 '2 SEP 2 71994 MICRORLMED i 1111 1 11116,1111 ' ' 1 1 � 1 1 1 1 � 11 1 111I1I' I 14 16 III FIHPJt— (iI.ABld MADEIN (:NINA IN ,1 • � + ty; ♦ i fir, 1 L�' PM ��; o' � '"LI �/,' �'_bl�u -'1''y•� I IO i � 1 p'_p" '.4r C�' rl�+• �. t..� . I I i � i 1 N ELr- _. - _ � ...._.._. ...,....--__._.. - -_. 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II-O�- I - hY. r_6PE�N STiNVAkL' L S cN SHE��-T 55 DATE �"A► }S NIJJ SI c« 1T�►�lS VIS~' JO! RPVISIG�PrS = ��__ �i. - �FA,M 1 N la �LA n zI scrr 1 CARDINF'. t NF 6810 \� J `�t,1al.t ;'� - G f l 'TI ('{-„�I I.'t. h I S E+'s� te1.'1 Iv+•I N-r':YW C F_(-J e'.lu l GO LU W,,J -T"F- Wt-4 0"_"T'P S V.b. ( BUP 94-(WA �\ i 9 Of 12 . 4 1 SEN 2 '71994 MICROFILMED I � I III III I I III I I III III III I I I � I I I III I I III I I III I I III III III III III i I I 1 4 I I 161 l l F1RFJ!- I (:MRS MADE IN CHINA IN 6 c" rw Ir E�s�ltt!satlal �3iR - 1 Foundation sites are based on a saN bearw,rg pfessure of 2 CQ)Phi 2 Pio uacavatlos shall be made WOW any Iotrt,ro; closer 9nen 1 tlgrllorow 14 4 ii0fu al Wt,;,* '1. NI foundCiOnn nhall be founded into turn undisturbed %roil welt lontwlg depuls rr -.rv.mum ' r below frost Lne. unless shown otherwise 4 F'oundGUnn thickness indi(;e4d are minirr�urr, 1. All puured•In-place concrete minimum 28 day uompresarvo strength forrtirflp 4rAJ6 P$I qA other concrete 3500 Pial 2 A minimum of 4 concrete test cylinders shall be provided pw 64th dffV'$JXK0 ar d i a fA cubic yards Cylinders shali be tested as fouaws 2 6 7 days anu 2 0 24 days 3 Concreting methods, forms and shores to comply with ACI 318. Most edition starvoards 4 Shore all solf-supporting beams until lot,-cured cylinders Indicate a ironsirinam, average strength of 100% of designated mlrnrnurTl cylinder strength QQ.%f&QfintorcirL_�t�gl 1 All reinforcing sloe! is Ic meet ASTM A E!l, specifications ninth a rrnnlrmNn ywid stress as foNows a Beam and glruer stirrups column bar lies, bent dowel oafs iro,rr wall to plan and all reinforcing bars N3 and smaller unless shown otherw;".. 40.:)00 Psi b All other reinforcing steel 6f 000 Psi 2 Reinforcing (mirimum unless other wise aho�vnl a Reinforce all walls: beams, and supportrrd slabs with a minimum of '/. or 1,& steer Each way per cross sectional area of concrete b. Plane 2 • #5 continuous et bottom top and at discontinuous e•lds of all wags c Place 2' 0' x 2 0' bars st corners and Intersections for wall equal In sLe and number to horizontal reinforcing d. Place N4 bent dowels 2' C x 2 0' at 1@' o.c. for slab to wall connection at all stabs 'IlDuttird walls unless otherwise noted e At all wall and floor openings, place 2 - #5 x openings + 4' 0' top and trottom. 2 - i5 each side X story height . 1 6 1 - N5 diagonal bar X 4 0' each corner 3. All reinforcing steel shall be detailed, fabricated and placed In accordance will ACI Detailing Manual, latest erdltion a. All hooks and bents conform to ACI Standards unless other+vlse not6a b. Reinforcing steel snalt not be uent or displaced for this convenience of other Irades c. Concrete coverage as follows 3' - /.' W boKom of footings 2' r tc face of ovalis on backfill side, 1'6' - 'G' to Interior face of walls and 2' _ to bottom of bearns and columns to main reinforcing, and 1' -. '/.' In slabs unless otherwise shown, d. Minimum lap to be 36 diameters of larger bar unless otherw'se shown Structural S'1a81 1. All structural steel ASTM A-36 detailed fabricated and erected in accordance with current AISC Manual 2. All welding by certified welders in accordance with m:.,nimurn AWS speciflcmicns 3. All bolls 7/6'(P ASTM A-325 unless noted otherwise 4. Steel pipe ASTM A-53 Type S, Grade d 5. Steel tubing ASTM A-500 Grade B Metal Q%in9 1 Floor necking, 18 gage 1'h inch galvanized composite type See plans for attachment 2 Roof decking 18 gage I V. Inch galvanized See plans for attachment gknK§l 1. General contractor is responsible for verifying all dimensions and conddlons (including openings) with architer•tural, mechanical, and electrical drawings 2. Shop drawings are required on remfor-ing steel strut+.ural steel, and steel deck Submit prior to fabrication 3. Adequately brace for wind loads until the roof, floor and walls have peen permanently attached together. Special Inspe ti-n 1. Special inspection Is required for reinforced concrete, anchor bolts rmbedded In concrete. 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SEGTIOIJ TYPICAL SECTION PLAN OF TYPICAL CANOFY 7HKU U VA U L-f WAL- � -� mss_ THKU PYLON FGOTING q PiION FOOTING �DIMENSIOh TYPICAL) �;o� COLUf1f� FGUTIN'a -� At yz �, ---- --- -- - -- - - ---- ------- _ ____ S4 , ALE .� - ---- ----- _" 54 -" . . --- s4 T G k AG FIAM f�1 !1J f 0 4 I Z M0 Z -� w Q _ t c � T oa 04 04 --- cc 06 n� B 3 C7 ui log 4" - -- --- - = cac f- ow � ° uj I' II bU(�)rS�` bIANr�BUl15 V.) "' 7 IF cc cn . 141-^ Dr,Wf 1' = 0- �. O enFr; EA Wer r OL. U�1i`I FOOTING C 11 FACE (I SWIM-, 'S,AW'N JC441-S j !. C .L4•Jn1 rT Q' WALL- 4 r, f C I�[ r1':V 4i:aN.JT: �3lr 1g`f.G:�W c - ^RAWN 1.l► ., J.J. /+ D A T F 8 AI►�^4 i�g +Awl c.:IN1. REBM fA7TI.RN r. n al?E►1IA F BAp: F_ .1�iN1' , , TYPICAL CONTROL JOI [I r � I ��ITERIG� CO C�.E.T SI,A il•f I' '" CARUINAI I-ANE. (3810 BU► 84 02114 11 OF 12 PHA � 4 ... .. .... . ...... SFP 2 7 1994 MICRORLMED III III 111 11111 i t III III 111 11111 11111 11111 11111 I I III 111 I I III 111 111 FltlFR- 1iU183 MADE IN CHINA IN /; '�' t,,.;I,�, :�►t m^,UUN! 1101 T TABLE c • tE W Oi•'i1N M • I. ALL SOL:a 'Prti e Cp' 8G' / M w1V vtj_.. 2 = Y i� +sALL RUlri; ;,re Hsa I I r!y . Nl11tZ tIIORTtLOTT[UN�11EtPCHMnTSO � TABLE l HURL L/40RT 1a(/rTtU MULES PERMIrTttl st� w71 ala -.. 3 � 1 n. 1 b '. M';4 R9 _ ' •• rJUtCb,110Fi1R Of iUlii > 80' 4 1/2 r IN F(Atg d• - T • Y RI��""'�t�-+ R! IF ('N} oLTAu 1 t IS is I t10' 7• 3 see OOI1 TABLE OVAK I EE top NUMYQN Of BOLTS HafxIINlD rN-) 4 1EE UETAK, 1108 FOR 9KEWCU CONI4ECTION f i 4. 4. C'JiG731!1! REQUIREMENT, L w t u u•til.+:td ritA: :��N BlDt.T TABL:. wvh4l�u Na.k ttQN -T- -r k � I r f ►ars t/}• CL L 1W iOr,41ION Al AL-U, ,/a, 13 \ �1 I 3a 114 r �•+�PL �3/4 ( /la 1110u fT ( I -- '- 41 �.w7tl i 2 1/2:L � _ 2' S n 11 ! e: I �'.. __ -I O 8 �---- PrwtH is PL 3/1x 4 1/2 - T-11111. -�- ( F `I N Pt 5/6 4 1,14 N I - - '1 1 4f� �i f'L 1/ax 4 1/2 =�■e■ _--- -� ~� / �4hi WNtRt k0 RlACTQN 'S NTEDSE 4k PRCV*t -o,- Y8411AUM Nt MSEa OF SOL',SA940 ON TN!SEAM OR►TN SM)NN IV Taa-��,rI� I. ALL BOLTS 7;.11 HOb I! I I r I I I iS• !(0( WHERE REA�'EON 11 V40wN Use TA •r"-Y !• I 4a. ' DO MOT FWOVIC! t NOIIIZ. WART sL01?!O NOLRf+PlRYITTlD IN PLATE ' ,J\Vta tH%ra TNAJ4 It SHOWN 04 1`1 � 1. *01 FLANGE OCtit 15 LF 51 MAI. 0' WNt"R!0WAED NUANlR OF BOLTS DOE, NOT►R IN K 1M CEPTH 3. Ste BOLT TABLE (DETAIL tree)FOR NUMBER OF BOLTS I I USE 1/2'/ DUCTION b(AM AM OR t.NE•4 MA%MUM RlACTION M E1kC110E0 U1[QQyiLS AN(3l REQUIRED i•N•1 t41F1L fIJWGE TO :EAT. .---� 2. OPTIONAL nl Ufl CF But r-., 4 N NUMetR OF 7 Pe Hsi ,A33i) 3. ALL 60LTS '/0's H;b 4. UIORT U.J1EJ iWAL5 KWA11i3O ... .-. _. .. .. ..''-__ _.-.._.. ._......_.....«.� ,.-._... _. .. .. ,- , ., . . .. 4••A.I , i�si M, stir �• Y .w.fir•• . . . •y,.,p„•.v� ,..wi�o■,..6..NwalM+lw+a1 �rA..'1r . .. ... .._ .._.. .. ..... .-... .. .... . ....... ..w..-.... _ _ ... .. ,, a a:�0.fy{M#t4�. •x RnMfv atrM'.T..+'M■ n,MrRyFer,yr.y'rMr.F+wltie RM .r .. .. _ .. ..+. yrr Mme, ..4.«.y+NwW.a..,.MYLr. DOLT TAt5Lt: y TYP. DEf,M: PEAI`f r'10l1�1� -QNv GTIOhI ._ __- j -3 TYFIGAL &F_AM/00_AM C..>--NEC71ON TYP �EAr1 /GOL'JMN FLANGE r_0NNF_=ION TSP. tS�NM /G,��.UMN '.JCb GOT�r' E�T1or•a S O" - ". t' a.I ■ J� I I Du I (I II -- PFP.FENOIGULAk TO SP/1N ----- _J i v4•'11 �F' it l WELD .4i'i tllh i E CORE uGiAT.:'t� I - ANG VAC4 51DE OF ;EA� _ .__ rF =- F• ALLfsL TO SPAN -- - -- — AR — fi) �.:►"� FJ510N WELD +~ 24' C.C. 1 j Z LGN: WMi AT SEAMS 1 14" U. UNL1"5 NCrfI! ' I li I ! PEKPENDICUI.Ak TO SPAN i'i; :'4"f rUSIDN WELD t"' 41'iRI`JAT, (AR IJ1AA11011S OUTTON F'uNCP 51DE FND EACH tdLI OF ,CAM 51AM5 AT ;-4 D.C. ,PARALLEL TO SPAN ✓ t`, 7 �I Q _ +� ..� _� \ I osT3A R.S • Bir O.C. f.4►.WA'Y I I — —---' I O d 14 < I i 41 r LI r-\=?1a.,1-14= --- - _-t cct n Tv II �y" j DI`1�OSITF FIGOF SLAB - i I I II `-,� � J NOTE: _LAM NOT ::'riOWN FOR CLARITY 1N6TE: 15JAM NOT 51­I0WN FOR CLARITY' MOP Q a06 � _.. U) TYPICAL FLOW FI:Ar1/ ._0L(,JMN MOMENT C.ONNrCTION �7�TYPIC-Al, kGr)F >r•EAM/(0WMN MOMENT cOriNEMON 8 , .TYPtGAI. 51.0 a D5r_K �� w ' I' r 0., 55;, I 1'_0" SS I". L,p" w z _ �--� w U U r,7/8'I A325 BOLTS GENERAL NOTES 1.I TT W < OF LARIXEST HOLE USc "4EFNF, IF I x ��69- $Ht=C'T 5$ tsGFT'• N LESS 7MAN MIN. !T G. GrJ�T N✓A ri.:►v C F "N The General Contractor s responsible for verification and coordination Q _. L 3x .x 3/18 bEn,F3 yp-*t:,g ? _ of all dimensions, elevations and openings on the structural drawings �"' [JA co }" (2) L 4x4x3/B � + (2) L Sx5z3/A ),"__ : 3x '.z 3/'16 with the archkectural draNnngs. Notify the Architect ofany discrepancies O v'I ,- { L -}- I I 1 x CFu11NC + -0' or inconsistencies -)nor to starting construction. �� °I = _ _(2 L's W/ SHORT, SLOTTED .L - '�" 12 h01J<S `V, Li� / '- —► J1 FiL'T< I I� The Contract Structural Documents represent the final s,uuctures and L _ 3/4• unless indicated otherwise, they do not specify the method of m + _ ` b/18 �•AT construction. The Contractor is responsible for protection of !hese ulO structures, workmen and all other arson:. during construction. C= _ TCP SANE N0. OF 7/6-0 PAJ2s P 9 a BOLTS IN F.�at flow I R L'_ Zx 2z 3/18 � > I I x OPDLNG The Structural Drawings do not reflect all of the openings required for ducts, pipes, conduit. etc.. :hat will be required It is the Contractors ll. 2 I" l 4x 4 responsibility!o coordinate all opening requirements and to provide such V openings. W0 I 1/Z' O L 5 3 NCT'E Q COPE BOT -_0 ONLY WHEN 1. INSTAL f Q,4FORCMG BE ORE All typical details and notes shown on drawings shall apply,urless noted a HM TO BM CONN BOLIED TO 4YEL Glp `J Y CONN L8' TD 2'-0* CUT,;NG HOLES. otherwise. Conditions not specifically detailed to be in genera! PE00 FOR EREC:LOI1 �'� - -S`g' "�` � SNL' 2- CONTRACTOR SKU COMM- conformance with construction details of a similar nature eisewhere on ';O COL CONN Rt?OF DECX HOLES LESS THAN 8' DO NOT REQUIRE REINF. OPENING ST"cr AND LOCATION. the project. NO. OF 7 ► MAX MMI. 511111 MIN. KU MM TFICK T 1 r bmTs PER W01u REAC- WEH THICK. (W.) M/BOTH W, 11411t SPACING: Jx CREA',a OIMEN5I0111 APP CABLE CODES AND STANDARDS. t'IQPSr (1N.) Eb OF LARGEST 4C'_E USE REINF. IF - NOTES LESS THAN MIN. -7?Z G, Building Code Uniform Budding Code, '991 Edition (Including t FGR AEUUIRED N,MRER OF 9OLTt RF- 'ABLE C 2 i[ .Z�3 .23 I The State Of Oregon 1993 Structural Specialty -.t �— I . (1t #4 EAM ,:OE OF OPUIING Code Amendments) j 2 FOR MINIMUM NUW'.ER OF BOLTS SEE DETAIL 1.15 3 4a ,Qh �3 I o n r _ i i _ I I +:�,,F. •uz�::� TO o.csc ONE ANGLE IAAr 8F FIELD WELL=.) a I 6 .37_ .42 L`1 - SCAN FLA= 1' C:_? OF ACI American Concrete Institute Building Code and BGTT l � ^Eu(. Standard rractice latest edition if + RETURN WELCI ON TOP 7F ANGLE 3NALL c 7 4' __ RISC American Institute of Steel Construction. wr.N BEA WE +s LE , THAN•'Ht .NES'ES KNOWN --- I I Specifl,ahons for the Design Fabrication end WL-CEO W,a °IL�EN rLATE 3 PS' Ar_,:, n'. IXt4 w a 121 j 8r .58 ( o Erection of Structural Steel for Building' latest IREF04K AtSRFACS1E OC F `TOT AE' .••[ NES USLERSi 7 1R� 54 .59 - NO'Tn? Edition. I IREF AI s Ec; SECT J.31 ' � t. t. BL.:CK OUT OFE';54G ©JOKE B 180 .Sa 81 I I PL1,C„It: r.�:y�t-'1E. B 204 57 82 I I- ( 2. REAO'.'. 3LC`C;CUT AND CUT:T-CX S.ELLI�T R, ESIGN DATA: I '-y' I AF T-, CCHC-,En HAS CURED, -�--- -- A PV RC' FV 10 I a3O SO ;3 Trp L R A W N -�.-+ �"""'"t'-1"'( 3. GC'l'�1CTOR SHAH txOFp!'iA= , --- L8' TO 2'-0' OF�NNG � E AND LOG',Tl% i'AVE OARS Roof 25 PSF + Drift O�� HOLES LESS THAN 8' Floor 1,0 PSF 4 20 PSF Partilicns DATE B F 00R DECK CO NOT RECUSE R_cNF. Stairways tn0 PSF Joe SFI3'_y: LQAD3: Setamic loading shall bf, "i accurdance with file Uniform Building Code. .'nne 3 importance E`✓i51y�15 IL TYr %rUPL` A.� &Lff CDNNEr_TIc_W �Ib Ti (�' C�E.;K ��x 1VINVr� _�_ Factor M to _. 111 JQLOA� Wind Fwessure shall be it accordance with the 1Jnftm BuildinCode. Basic wind speed LANE 8610 01 1.e. g L eq-All 90 MPH, Exposure 8,Importance Factor ApptNh 0UP 9,-0254 ,2 C' 17. SEP 2 7 1994 MICRORLMED III , II1 VIII IIIIII I IIIfIIf F1IDEIN N VCHNA III I VIII / VIII II ' Ilili' 1111111 II ! 11 11 ! � il� 1BPJk � MAW � MAQII IN ' I I