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HomeMy WebLinkAboutTEMP032 GENERAL NOTES • • %I4'AN 0e, I 'oLC5 DESIGN DESIGN: LOADS: IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED .� P Ga 3 _p t?,rr. UN(.t;�a5 2,c.e{ F2 -�' IhJCP . ND I'Et� o'MVUII; ON 2 acCo 2rc.�} t?aL OGKItJG^i �n/�H�v) I a" , • PLANS I ATE NO MOI'E ROOF LIVE LOADS: LIBRARY G5 psi + SNOW DRIFTING I I�AN I FRI�M ENC7 4F 2X (p S II Ali TOWN HALL AND LOBBY 25 psf + SNOW DRIFTING xi'm , �', a '. / POLICE AND CITY HALL 25 psf + SNOW DRIFTING 'TJ f Cry o TJ I "1�J / 7� UI� T.J I ..IUI`aT * SNOWARIFTING IS BASED ON A SECOND FLOOR AT POLICE AND CITY HALL, " ; �' *I: POLICE AND CITY HALL ROOF ALSO DESIGNED AS A SECOND FLOOR WITH 2" w •y 1 LIGHTWEIGHT CONCRETE TOPPING, ;;;;a; psi' 20 psf PA: ;;I T0N �,� „ pY. _- - �' - �P aJ ,1 III i LOAD FOR FUTURE EXPANSION. '\\ 9 Y. etk1�SN1../h 1 ' �� .YIINUACCE l'J2EXPOSURE BC `� \ _ (ALt. G�ND� WIND SPEED .. 80 KPH, AND ASSUMING A TCE AND CITY HALL, �" r@ , a I( *3 itp' .G, e.A.wAY a j C� � �� (`/ �°+ '• c(J)J"I', Illi SEISMIC: IN ACCORDANCE WITH THE 1982 UNIFORM BUILDING CODE, V = ZIKCSW = 45,5K C POLICE (BASED OH 2 STORIES) m J '✓ Z /� I<ottO.G. �� ati lH - 40,31t C CITY HALL (BASED ON 2 STORIES) �' ' X�t%Gaf�i�lNfJ = I6,dN Q LIBRARY f VI n 1 _ ,_ - - 0 IN ADDITION TO THE BELOW, ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS ~rr� *. I OF THE 1982 UNIFORM BUILDING CODE AS MENDED BY THE STATE OF OREGON • t{ a It ( I I: CONCRETE:TE THE SELECTION OF MATERIALS FOR, AND THE MIXING AND PI ACING OF ALL ' r.�• & 0 1 •t t d - Ik � neLAGTIARAL , I pLYWGt0D ZOflCt o'1'E SHALL CONFORM TO HE REOUIREP IJTS OF THE 1 8?. UNIFORM BUILDING W e ONT. /2 47 Akia.ie I2 e2 (�..•A-1G7o .O. Og. l YP�aVM (ce FLANS 9 �a CODE. MATERIALS Hr.LL, BE PROPORTIONED TO PRODUCE' A DENSE WORKABLE MIX /" ,KI i I�f..A. , \( � �• �/ �`l��'.• LOCATION) j WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE LATER, j CONCRETE STRENGTH, (f'c) , SHALL BE 3000 psi, CONCRETE STRENGTHS SHALL BE "W rap® INTERIOR Cii iU ®eR JOIST BEARING VERIFIED BY STANDARD 28-DAY CYLINDER TESTS. ' + A WATER REDUCING ADMIXTURE POZZOLITH WHERE USED SHALL BE IN STRICT INTERIOR WALL FOOTING FOOTING € DOOR WALL a ROOF s INT IOR WALLS ! ACCORDANCE WITH THE riANUFACTORER'S RECOMMENDATIONS IN CONCRETE DESIGN Mars. • ' AN AIR ENTRAINING AGENT, CONFORMING TO ASTM SPECIFICATION C260, SHALL BE 41C USED IN ALL CONCRETE MIXES FOR EXTERIOR ORIZONTAL SURFACES EXPOSED 'i0 (CilM, e 0 GN1U WALL; ,. • ., WEATHER, THE AEQUN'i OF EHJ'TRAINED AIR SHALL BE 5% + 1`%- BY VOLUME,— r°t` THE CONTRACTOR SHALL SUB•TIT CONCRETE NIX DESIGNS FOR APPROVAL TWO WEEKS , IAMK A' x A' P✓.a.l�'� I, I PRIOR TO PLACING ANY CONCRETE„ THE CONCRETE DESIGN MIX SHALL INCLUDE THE I�, , '', ,, AlAlOUNTS OF CEMENT, FINE AND COARSE AGGREGATE WATER AND ADMIXTURES AS WELL 'C ' �� (4) M. �� I AS THE: WATER-CEMENT RATIO SLUMP AND CONCRETE'YIELD. 1L 'S 0 t.p u X il_O'1 (&)" Ca EA. WAY 1., Mr.0 . Aaber/DoM 4# Z Fors Aaarnnd of t±•�"'.R,u3,0•0, -L- - t „ , \ I REINFORCING STEEL: UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE t-o _p ( ) -tsA.WAY _ �- �- 3/� (� '(1(1/Gr}7' (� HIV' i(.� HAIL DEFURI%Z BARS IN ACCORDANCE WITH ASTM SPECIFICATION A615, GRADE 40, OF THE c al a& &u©. e, SIZES SHOO ON THE DRAWINGS. BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON t' • 4..I 54 ANGHv� LT5 3'-©'I Q X ; WELL CURED CONCRETE BLOCKS OR APPROVED PETAL CHAIRS. REINFORCING STEEL a r S t,I, N . 0 OM PLANS. LUGATE. " SHALL BE DETAILED IN ACCORDANCE WITH THE "A,C.I. MANUAL OF STANDARD PRACTICE z W o „i „ �}C � 10 4.G, FOR DETAILING REINFORCED CONCRETE STRUCTURES," LATEST EDITION, DETAIL p D o 'r ND MD�E°. THAN IZ FROM , �� �, ---6 DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR ox ofs) le \J 4 .,ki9 OF 2 X ,S) ---'-'� „4� _ r�x Co , r I,�,(A(+ w Q TO FABRICATION, LAP ALL REINFORCING BARS AT SPLICES 24 BAR DIAMETERS, dP 4 J, (2.) io d NAIL* @• 'tJ j5© Og T.) I EXCEPT AS NOTED, A MINIMUM LAP FOR ALL BARS SHALL BE 1 '-6", �� t ____._._,.._` 6 T �'/Ica ft, WI(12) I&4 NNLS �y (pu O•Cr. (q x 12 G�' L.I R Y� 2/G,, Pr ` - i I " REINFORCING STEEL PROTECTION =,st fl I I; (2 %2 cp ALL dg 67aLTaAl ., ._ M ! ` r ,.I USE PP,DTECTION L - i ,-. �� III riii_H SLAB BARS 1" S m� �' `"'"- 1]ALL BARS: IWTERIOR FACES1?"/2" � oNM ,s __ M. EXPOSED TO WE ATHER (;5ORSPIILLER) t> _ m °�' c�' 6Al2sta. l ,iaG• .► r CS d �" . (ir6 OR LARGER) L p ,aEXPO.,. U TO L4RTE3 11 ..t ////�� La,i\ FOOTING BARS 3" _ ; MASONRY: ALL MASONRY UNITS SHALL BE F'm 7: 1500 psi WITH A Na1I`NAL THICKNESS c � /.X4- • = 6", MASONRY WALLS SHALL BE REINFORCED AS SHOWN ON TEE PLANS AND DETAILS I J - I I AND IF NOT SHOWN SHALL BE #4 C 16" O.C. VERTICAL BARS AND 1/5 C0 48" O.C. / 8° PIM. A f*�t LG�G.�7ICINU HOR ZONTAI Bogs. _ (i) P' (2.k' 1'2Chi L.1V 12. g. t ) _. __ . .. 114 a,," . ALL CELLS SHALL BE FILLED WITH GROUT WITH AN F'c = 2000 psi. BOND BEAMS 0) / / 0 / WITH TWO 05 HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF' LINES, TYR PARAPET PROVIDE A BOND BEAM WITH TWO ;/5 HORIZONTALLY OVER ALL OPENINGS, AND EXTEND THESE BARS 2'-0" PAST THE OPENING AT EACH SIDE. PROVIDE ONE ##5 VERTICALLY .✓✓✓ C'7 . I FOR THE FULL HEIGHT OF HE WALL Al'' EACH SIDE OF THE OPENINGS, DOWELS TO - i—_-------' 0 TYP PERIMETER WALL FOOTING . m ® lOR MASONRY WALLS SHALLSHALLBE EbL�EDDED A MINIMUMMINIMUMOF 1'-6" OR HOOKED INTO THE ice( (: SUPPORTING STRUCTURE AND SHALL BE OF THE SAFE SIZE AND SPACING AS THE Lo VERTICAL WALL REINFORCING. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL (*IM. G. ea" GMU WALL Salt.➢. G Pegima.Te `WAt.I.. W I/2." PLtwoOl3 REINFORCING AT ALL WALL INTERSECTIONS. REINFORCING STEEL SHALT BE AS / SPECIFIED UNDER "REINFORCING STEEL" ABOVE. MORTAR SHALL BE TYPE M WITH A • MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 psi, �_� 4-- - _ I STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE A.S.T.M A 36. TUBE SECTIONS (-/ R E/�xP9 JstokJ Jo;ut 14/ .pi2e-Mc 0NP I.J/ SHALL BE A.S.T.M. A500 GRADE B, Fy 46 ksi. DESIGN, FABRICATION AND ` ( (,, ""I 2.a s E G' Paw C Lt. G U R.I kki Go N1 Po LI 1..112 ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "A.I.S o C. 1-../ t u x I SPECIFICATIONFOR THE DESIGN, FABRICATION M1D ERECTION OF STRUCTURAL STEM I� `i ( "CG'+ .?,G.. '�.,,.,� T r R T AND tEREL X I2.. //--D-1 -:2: FOR BUILDINGS, " ALL BOLTS SHALL CONFORM TO THE LATEST A.S.T.M. SPECIFICATION FOR A325 HIGH STRENGTH BOLTS. ALL WELDING SHALL CONFORM TO THE A.W.S. CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. ALL ��q (" ) 2.x I2 t l/KI Nth ® • WELDS SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. SHOP DRAWINGS SHALL BE 0 `� j SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. ALL WELDING - --- o__ Ongil I �--.._ °' o ° n p . O p �� ' �f ARCHITECT PRIOR TO FABRICATION.FR CAT OIw'R5. SLLL 1E 1S S b aU . PL �ol7 Wo�� NAIIX — in 0. • p I T H :, t I I D rD '_IE C+Tr (A fi t!r. �1111 ;. PLYWOOD: PLYWOOD PANELS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION 111_IIILQhI OF U,S, PRODUCT STANDARD PS-1 FOR SOFTWOOD PLYWOOD. PLYWOOD AND NAILING slllta1191W SHALL BE PS NOTED 0HJ DRAWINGS. d I �' I- 5. ,Il --'-/. X 6 e 42o' SAWN LUMBER: SAWN LUMBER SHALL, CONFORM TO WEST COAST LUMBER INSPECTION \ 4(B HEAD U aaD:NG RULES, LATEST EDITION, BETS AND COLUMNS 4" WIDE OR LESS O • _ ' SHALL BE DOUGLAS FIR-LARCH NO. 1 GRADE, Fb = 1500 psi. JOISTS SHALL BE t ('a) Vad NAIL.��''� ("p.a. c/34 A 2GI 6,L EXPANSION JOINT DOUGLAS FIR-LARCH NO. 1 GRADE, Fb = psi (SINGLE USE FL _ 1 `' I J 'a X A VLOGKINS ai 1500 ) , E AMS psi ` • �J (REPETITIVE USE) . BEAMS 6" AND iilllEF? :HALL BE DOUGLAS FIR_Li;RCY, BEAMS AND I-- 4:, PEEMO( pEIQ el"ZIP a STRINGERS NO. 1 GRADE, Fb = 1300 psi, POTS 6" x 6" (NOMINAL) AND LARGER p 1 L L. ( f Jo 1 t.d'(" r,,a' E'&LER, SHALL BE DOUGLAS FIR-LARCH POSTS AND TIMBERS NO, I GRADE, FL 1200 psi. �� u'_' ffg 4t- I • WALL STUDS, PLATES, AND BLOCKING SHALL BE DOUGLAS FIR-LARCH NO. 1 GRADE, Fb Lli 1 /� M - 15o psi. ZXGa LIED L. _ _ i - ; GLUED- ---_." • i'� inT l ?!:• •-•e7`.' 1SHALLCOMBINATION psi._...____ (� �, f - _ LAMINATED BEAMS BE cdi•T'3IN:.._.cl� 24F-V4, Fb 2400 - n o COLUMNS 5-ILL B CO i I!L�TIOIJ A-2 Fc = 1900 psi , • ALL. I'iEi BERS SHALL °L; %,"(I AHO4OR I,'f TJ j,O 012 TJ I - / ' FABRICATED OF DOUGLAS FIR-LARCH IN ACCORDANCE WITH AITC SPECIFICATIONS USING ----- .�.?,, a . Ill .'a-p'•°e a ° • • " ". ' o.� " •0 0 ' WATER RESISTS?JT (WATERPROOF GLUE WHERE i",:LEERS ARE EXPOSED TO WEATHER) GLUE �+. 02 -O O,G, to- N .a. . `+ ti. - 0 C): o ..o m o '�' a;� o a .a •:::;,;,:._ ' 0 �• THROUGHOUT. ONE COAT OF END SEALER SHALL BE APPLIED TO ALL i" "SERE AFTER ow PLAN a•��.� 3j X � � o. 0, • ' TRII•u•ING. SHOP Di?AWINGS AND FACTORY CERTIFICATES OF CO: LIANCE SHALL BE�alMi� aN GAS' T-f1 __—_1�'` l� 4-----__ ��' , � SUBMITTED FOR APPROVAL TO THE ARCHITECT PRIOR TO FABRICATION. a- (p'IGMt�I Gl.7co o DUAL. Lf7 , +/ Co .� �° COWMN FORMED JOINT tt `� .S N 4?) x I SAWGU i"T f' F l 42 511 f3 TYP. PARAPET ``�' CMU WALLS CONNECTION LIBRARY ll Hi, GU12Ep, FILL (:J/ ,JoIIJT' r erF) . 0 :o ' •' 0 (? 'y O a : b: • • • a -`. 0,' ,..' . �bb o ... �'t'11 Oral _- - .^� (N A..?rk t.&a.4 .10L,47 ' 'F.att..,. , SAW-CUT JOINT . . - ' 4" 1 _ TYP. SLAB ON GRADE CONTROL JOINTS k i CONSULTING ENGINEERS 421 S.W.5.L SIN. SUITE 91 f • . - PORTLAND,OREGON 97204