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11760 SW HALL BLVD-7
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' i1 - ' -� . . r ` ,,r - SI / R �p . � I �. I O' 5i 1R-,.�1 0 11•�',1� 060•�� •T• Ii0"� S�. oc:wcX. . 1a,.c1' c� i _J I I i i a 1 .I p1 t-- T ( �_ 1 ' I ' - ° I J f � JI` 4.rcoNc GVlR SfM'' DE ]�''± i/4" AT BDTTOM Off N r' I��I . FACE o T III , 0.9k.0 o'aTa.. _ 6RNEML NOTES J . I ! `i I I cou a rrs: lt'e.. Is1:3 o ' ) ! ON ,BACKFILL 1 W! '14V TO I MTERI01t FACE,OF MALLS !' f 1/4" :1.11 SAW AND CIRMINS _ I I , I �yE �M 'TO Y�AIN Rt1 6RCi HI ± 1/4" IN JOISTS, ,A 3/4" t I/4"«IM SUBS. _ ,1 - I O►L 9Cr. j WTti I I ' - - ✓\ ROOF . .. . 25 P.S.F. • • I I. Ne4(� C410"IT 31111E BE BE'AIESN TOP AND BOTTOM STEEL IN S�/108. j SI j X,� _gl - -^-�" CLAN• `p; MEZZANINE FLOOR {00 P.f.F.' f� 1{I MIMI1MrLAP SFKU BE �6 OIAMET6RB'OF LAIICER BAR . I I '# 6 I I it l a I ' , n - I to ' I I �I IIIIiNd U,B,C. IeDNE 25 P.S.F. j'l tIR S11AL1a.RR EVEO 1�1'1N SrANOARD ;' M l - t .A ,•I -I +1 SEISMIC . . . . . . . . . . U.S.C, ZONE II S ROU b R Au DPEaI MG 1 N Dli r�t•Es NO R OR T fld -1. "; I-aK_o-e t / ..._ - •_ - .,.i -_L _ _ � 1_ ' - - - - 1 1 � ' 1a�I le °; 9 i. WE It.' VA 1N f A11ET1:0THAN PIPE WITH 4 - AMI X I'I•-i►' WKWEO ANCHORS.. -I �' p Ri.Ipf.00.•- I ) .-.. . --. ` T_ G - I' - w d�- A ,� �. f0UNOATIANS 1 - w� - i . 1. FOUNDATION SIZES ARE BASED dN A MAXIMUM TOTAL LOAD BEARING PRESSURE OF 2000 P.S F -1 A1' _ 14 I '� i . it 'C Bowe. e�.w .V/s{►c Ia I i I . ,1 pp `i : 4 ej � • • I L SHALL BE S�1 A-36 DETAI LED, FABRICAT#D, AND ty"RECTU I N ACCORDANCE Wl11H /MI� ��'' o _ a•w. 1 4 -$��o. 1 0 1' 2. FOUNDATION LEVATIONt SFIOWN ARE TO BOTTOM OF FOOTINGS AND ARE BID ELEVATIONS. CHANCES I _ w ��LZi - - --- -- I bl r .I „ ! MtWAL�`_*IXTH ED T�ON. . I RI►r.FL,�t1 LL . loO-c.o �' j L1 . I ;�1,1 IN DE TH Wl ,lr DE HANDLED IN ACCORDANCE WITt1 THE PECIFICATIONS.. j • 1. , Z, KLL .IJtEl1tiM6 SIIALL�DE GONE DY CERTIFIED WELDERS, IN AC60RDAtiCI[ l�lll MJA14110R1 MIS SPEC- , ,i -' I 11 'l k■ tuT, IS ralt (. I• Q` 1�ay ,�,�, {r� 3. All F�OTiNC4' SHALL BE FOUNDEO�ON��FIRM UNDI ,TURN SOIL WITH A kINIMUM DEPTH BELOW i Ifl T1�19. ' L \ 1. i ` v f•fc cs*W o►� ?c ylcp, I b . . c v p rc N G Id1�tgT I NG ANO Fi NAL GRADE OF 2 -0 RCA 8 SUe N II r I I LL. too.p0 • ' �I \ 1 . , + �'~ 14�' ~' t�. -; 4, FOUNDATI>ITN THICKNESSES INDICATED ARE MINIMUMS. , 3• .CE IFItAFES SHAL E MITTED 0 ALL WELDERS TO TMh�.A�CNj1ACT. I 1 , I� 11 1 L , '1 3„ 4: lEE S►Ett1�ICATI ONS FOR WELDING INSPECTION. \' 1 ry _ SI #0 'b O/• I 1 j 5. THE LAST OF SOtI SHALL BE REMOVED BY BAND TOOL OPERATION TO NEAT LIMES. sl I: a0 ; r, 1 5. ALL CDIIWCTIONS S L BE MADE WITH ASTM A-325 NCGH-TEN LE BKTS OR Saw- �, l 1 31 - , -1 __i , 6. BOTTOM OF FOUNDATIONS ShlAll NOT SLOPE MORE THAN 1 VERTICAL TO 2 HORIZONTAL" b �'� ,� 1 I i I 1 ' I �, Ip-. S9TT +0 MACHINEIBOITS, AS }}��ppTED ON THESE DRAWINGS, 1 I , � ], NO fX1 NATION SHALL BE MADE BELOW ANI' FOOT)NG CLOSER THAN 1:2 SLOPE, i 1 ,. •.+ N I / : ., ', x -} , METAL DECK AtiD IRI NE, " I , -(4 8. ALL FOUNDATIONS S LL BE FOUNDED A MINIMUM OF 6' INTO SOUND FORMATIONS. cI�_0 I �t a x,a O)cD.Ic�' ti�4Na•v IL°Mt<!•b• ,:'. ! ', I �4 JI I i 1 ALL M i DECKING TO BE GAL'VANIZEO ANO AS MANUFACTtIMED BY H.0. RO ERTSON CO., GMNCO MI,$ / ___- _ _ ___-_ _�--_.a 1 1' ,.p;,p" sem.' ,, , N u" 1 - (',9•'THE FOUNDATION I WES1 10T I ON REPORT SHdN 1 NG LOGS OF BORT NfS AND OTMER PERTINENT\D�►TA �' C II 'EL.lpI ANO 101.ei0 _.4�_ 101 ao 1:� loo e•.a 1 -9_ r '1 I x - « IS AVAILABLE AT THE ARCHITECTS OFFICE FOR INSPECTION B1' ALL UALIFI 0 BIDDERS INLAND STEEL PRODUCTS CO,, R. C. MAHON CO., OR APPAOVEO EQUAL; sc(z r+oL'r. Q E I, r!- -� r ` _� YL. /GO.i�Ca '1 1, I I'14 �; I' ; 2. CONNECT KCK TO EACH SUPPORTING MEMBER WITH 1/2 ROUND PWG WE AT',12" C, BU T ,� , °._ - - - - .:- r - - - .- .� I - - F F�- - - - -- _ 1 �_ .-,-- -- -- iN I - 0 RTE PUNCH 51# JOINTS AT 12" O.C., EXCEPT AS OTHERWIIiE SHORN. . __.. - - - I ---� - - 1. AlL CONCRETE SHALL DEVELOP A 111MIMUM 28 DAY COMPRESSIVE-CYLINDER STRENGTH OF 3500 P,S"1• �- _ - . _ J T UP W AND A I' - :NT.o- I I - - _ _. _ - I / MINIM OF 4 CON RETE TEST CY ' NDERS SHALL BE PRO IDED P R EACH DAY P A OR 3 OUCH ALL ELoS ERASIONS WITH FIELD COAT OF PAINT. �• }- _ 1 U I I - - - - - - 1 .lA UM C L) Y E S qUR N0/ A o'Ico!Is" cT6. f �' 7 - . r "' 4"S+DE M/bLl 4. DECK SHEETS SFWLL BE CONTI NNOUS OVER 2,(OR MORE) SUPYORTSr BR�K END J4flITs ONLY AT. J.__= I 1 ,51, 1 ! I P CU. YDS. CYLINDERS SHALL BE TESTED AS FOLLOWS: I AT 7 DAYS, 1 AT 14 DAPS, I AT cL.1a3+oo ILS. 107 ao I - � i I D' I 3 G L suT. 1.-I � PPOIITS. I "I A 4 No}1G.Tu � Q PxA!La:r C c." t 1 1!e':co + It ; slrl ' 28' YS AND I (FIELD CURED) PRIOR TO REMOVING FORMWORK UNDER SLABS OR•SEAMS i I .S1 / I 1 torr anvf. eject, p��„� H'� _tL � .os -� _ `O; / t h = 3, COIRETING. METHODS, FORMS, ANB SHORES SHALL BE IN ACCORDANCE WITH ACI .604, LATEST EDI- S. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. r ` ' I I I --+I , �1�.' I ;1 � � �• ! TEEL JOI S i . 0, f � I 1 . ti ��' '• M •TION STANDARDS. ��,�L_ r ( i \ - . I esrr�=tea- y1 S 1 I ' I 1 5 1. ALL JOI STS', BRIDGING, AND CONNECTI ONS AS SHOWN ON THESE PLAINS' SHALL CONFORM TO VE , �, - I . f�-•�'' _ _. _ ,,Y.^ - -- - -E-.- -. --- -- l`_. I i PROVIDE MINIMUM THICKNESS H - ;! BS, J TS, A BEAMS, OR DEPT 1 -J r __ -_ - -- _ _ -- - AT AREAS OF EPRESSIO AT SlA OI NO STJINOARO SPECIFICATIONS FOR OPEN WEB STEEL JOISTS HIGH STRENGTH LONGSPAN OR L#i, I --= - - - - - -- - - -- 4 D N / m+� _ _ c-_ - - -_ _ - J• ��* .r 4 _ M ° AS NOTED FOR ADJACENT AREAS UNLESS OTHERWISE SHOWN, SdR1E5 AS ADOPTED BY T'1E STEEL J01ST INS ITU J NE I 1 I I f .., I s C -z-a' A AN - r T TE, U 2 ,. .9 2. - �% to ItL;tai .- , . 5. SHORE LL S LF-SUPPORTING SLABS. 0 BEAMS UNTIL JOB CURED CILINDERS INDICATE A MINIMUM 1/ I . .--]IZ -� +• �, = L-IQ1.--- I 1 / : I I '`, .'' ��1�,. 2. JOHSTS SHALL BE MANUFACTURED BY A MEMBER OF THE STEEL JOIST INSTITUTE QR BY ALHERS NOT ' r' AVERAGE STRENGTH OF 10096 OF DESIGNATED MINIMUM C1'LINOER STRENGTH+ MEMBERS OF SAID INSTITUTE IF A CERTIFICATE INSPE TION Y AN I P 4 ;1'�RA:B' ►�. gat,. 1a1.eo s ----- ' r.¢. rt r+ L N r °' e , OF C 8 NDE ENDENT TES711 NG 31 ; eL.,oi.o �-1 '- 7 -- A �; 1f., /` I 6. CAMBER ALL BEAMS, JOISTS, AND SLABS AT CENTER OF THE SPAN FOR RAT10 OF THE•CLEAR .SPA �''M }� UDOMTY VERIFti'ING THE CONFORMITY OF ALL MATERIAL ANO WORKMANSHIP TO THE, STEEL JOtS7 � ,.. _: '. , `<I •F i b1 �1 k.1 .:~ 2w OVER 480 L/480. -,... . . _. = -i _ I� _ INSTITUTE ST NOAROS IS SUBMITTED. TO THE ARCHITECT• . . � i'' , � __- . d _ .• t" 7, SLEEVES THROUGH CONCRETE BEAMS ANp SLABS FOR MECHANICAL LINES SHALL BE FROM STANDARD ►y1SONRY 1. „p A"�.. o.. �� ��� ..'• IoP I +s5dk! ' PIPE. 'I +/ I- �' r ` d - - t'w ` ` ! . I. 1KLL MASONRI ZITS SHALL BE STRUCTURAL CLAY BUILDING BRICK OF 3000 F.S,1: UALITY IN " I ' « I 41 . .,, • C;ALL CONCRETE FOR PRECAST CONCRETE COLUMNS SHALL BE STONE CONCRETE AND SHALL DEVELOP A --.-�--� i;?`'_ -., _ I ,SI +.. 1 �Sr 4, ACCORDANCE W H U.B-.C. 24-1-64 GRADE SW,UNITS. Q f'••, 1I'Z-oxzo +co_y1 FTC. y I _ a. MINIMUM 28 DAY COMPRESSIVE CYLINDER STRENGTH OF 3000 P,S,I. 'i a �. _ - �- *>tif' ri R T MEMBERS SHA ATTR N iln 0 A 2. ALl MORTAR RINFORCfO MASONRY WALLS SHAH BE U.B.C. TYPE Y . 1 PART •LEMENT, 1/2 _., I , / ;x CO C E E LL I f F THE REQUIRED 28 0 Y STRENGTH BEFORE BEING t1 I __7--._ ,� 9 PRECAST MA%IMUM PARTS"OF (VIORATED LIME, ANO 4 MAXIMUM PARTS OF SAND. . ,/I .F, � I I � ,• � J I _ � t MOVED. �'.'N ,!'2 '. '� . r1- , Af I `' „}�-; 12=0' ^b L = CONCRETE REI NFO CI NG STEEL i A. ALL MORTICR SMALL BE MIXED BY MECHANICAL MEANS ANO PROPORTIONED BY ACCUMTE MEASURE- J/ 1 „ , , ; 1''- I 1 I MIfNT, SWOVEL MEASUREMENT Wltl NOT BE ALLOWED.. / i� � !' �` la"-r�-1} S _ !1 " ,4•-tl 1 io_i10 fi+lty -.11�l►`' I•b' =11 " ,I �'.d' . 1. ALL REiN,ORCIN S'f'EEL SHALT H^ RMATIONS CONFORMING TO ASTM A-305 SPECIFICAT40N5 1` I l { },, . .� .-{ F+ .I T+ .}� : .I r• �' 0 F. ID 3=4 h I I e, SETS jF COMPRESSION CUBE TESTS SHALL B MADE BY AN INOEPENOENT TSS G LABOMT�Y ,: F. WI l'H A MI'III MUM ELD STRES,OF. 5 00 P.S.I. j 5i 1' ; I �, / ' . y'�- - { APPROVED BY.THE ARCHITECT. THESE TEfTS SHALL BE TAKEN AS DIRECTED BYpTME ARCHIT T, �I-54 4slss�I' 1 �I 2. REINFORCING 1MINIMUM..UNLE55 OTFIERWISE SiiOWN): .t _ A • - T. 4 ,. , 7 ., r 2+b-,6 w 4-cam' _ . REINFORCE ALL WALLS WITS NINIMUM OF 1/4 OF 1 STEEL EACH WAY PER CROSS-SECTIONAL + LL COST OF THESE TESTS AND REPORTS SMALL BE BQR(rE BY THE CONTRACTOR. ♦ >; A I A, � , ,1 I `� - . AREA OF CONCRETE. 1 3 ALL GROUT FOR GROUTED VOIDS SHALL COMPLi WITH ALL RROVISIONS FOR 3000`P,SrI. CONCRETE' ". `_• 1 . , 110- la" WITH A'YiAXIMUM AGGREGATE 511E OF 3/8 INCH. ' - - OP, AND AT DISCONTINUOUS ENDS OF ALL WALLS. i • -.' _- - _ � SAT bM, T . ALL VOIDS' SWILL BE GROUTED FULL TO TOP WALL IN MAXIMUM OF 4'- " �j B. PUCE 2 N5 CONTI NUOU MATT O 0 LIFTS. r -J C.' PLACE 2'- " % 2'-O" BARS AT CORNERS AND INTERSECTIONS FOR WALLS EQUAL IN 512E AND ' '1II _ - �j, '�� ) f3. 5 ETS OF COM RESSION C� LINDER TESTS StIA BE MADE BY AN INDEPENDENT TESTING , . .IVOTz- . LYY col c Jo1Nrb s,.iL6 "ILIA; 'WYt,N ! . NUMBER TO HORIZONTAL REINFORCING. �• T"C C14 s zzo vtv 1 t✓ s r>z l p I_Dc• •+ '1 a' R 1_ 11 ,_ 11 " _ _ LABORATORY APPROVED B r THE ARCHITECT, Til C TESTS SHALL BE TAKEN AS 01 RECTED BY THE CW.: t'1aiwoo,- j D. PLACE #4.BLNT DOWELS 2 0 X R 0 AT 18 O.C. FOR SLAB TO WALL CONNECTION AT A I; •, / �; , ' . 1, ARCHITECT. ALL COST OF THESE tESTS AND R PORTS SHALL BE BORNE BY THE CONTRACTOR. ". , SLABS ABUTTING WALLS, UNLESS OTHERWISE NOTED, 1 E PLACE 2 - X OPENING+ 4'-0" TOP AND -86TTOM 2 - EACH SIDE X STORY H I '"� �I" ' 4. ALL REINFORCING STEEL BARS SHALL HAVE DEFID TIONS CONFORMING TO ASTM A-305 SPECIE-tcA- I5 • 5 TIONS W�TKA MI N)MUM YI ELO STRESS OF 0 000 P;S.I, l./ , , (� I 1 1'=6", 2 - 5 DIAGONAL BARS X 4'-O" EACH CORNER AT ALL WALL OPENINGS. : , Y 5 f U A T 0 N 0 ; I •y _ ,_ „ r I 5. ALL WALLS SHALL HAVE WYTHES TIED TOGETHER WITH 3/. �N,D RODS (oR EQUIVALENT APPRov� I �. I R T �' '� Q• O Q� 1 A •� F. PLACE -2 N5 X 4 0 DIAGONAL CORN R BARS AT EACH CORNER AT ALL SLAB OPENINGS (OR MET IES STAGGERED AT 18" 0 VE TI A ' r "I. S < L FIs" lY o• v" AT ALL GORNERS'OR OPENINGS OVER 12'� IN BiMENSiON), ) .C. R CALLY NO j�� O.C; HOR120NTALlY. WHERE VERT- ii ARE SNDWN OR INDICATED ON TWESE PLANS THEY SHALL BE LACED ACCURATELY IN • ' r. G. PL4CE #4 BARS 'X 4P-O" AT 12" 0,C tN TOP OF SLABS OVER ALL INTERIOR WALLS. P liDi.tri oTs:: P.:e. /�' CENTER OF WALL. . I LL ! a+ 3. ALL REINFOROW STEEL SHA14 BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH AGI I . 6. EXC"TAS OTNEMIItISE SHOWN REINFORCE AROUND' ALL OPE INGS W TH 2 -' BARS A EAD A X17_ _ 1• A SWC 4F_rlG -atAMIS .2D►J;�RkD I �IL31►1:t. µqv. A N11MIW11Jr.l Cf G' C0AtIr&c_-_-%;- t RtaVICL � � f DETAItING MANUAL 315-65. 1 M I, Il5 7 M w ,: _ ' _ . E FILL uuoEtZ . `.: „ ' . . I R A. ALL HOOKS ANO BENDS S LL CONFORM ?0 AGI STANDARDS NLESS OTHERWISE SHOWN. • #5 AT EACH ,IAMB:: FILL VOIDS AROUND BARS AND UTENO 2!-0" BETOND OPENINGS., yip � 1 I I f !' �. 'ALL I�Ac1c r1�1 Foa Rp0T(.S, F4U1J0,IiT,O' QS,, Ea QWCAEC -L"AL•C_ T!3G G-OI'^WPAG7@'U Grt.A-4CL. 2 I 7o EXCE" AS 604MIII'St SHOWN, DOWEL ALL MASONRY WALLS TO FOUNDATION WALLS WITH 1 '5 X ,& , , B. ALL REINFORCING STEEL)SHALL BE ACCURATELI' AND SELLAR Y PLACED ,_ , ,_ , bl S I M. 4 d`t. ,r; I. .. 3 6f �L :I 6' PROJECTION AT WCH VERT` r1dALL BAR. _ C. REINFORCING ST E HA NOT 8E BENT OIt DISPLACED FOR HE CONVENtENC OR DEQ, „ X,_ 9. AP ALL IIA �. 10" OP 36 DIAMETERS, EXCEPT AS IEt'IIEIMi1RE W WIC, Io+ IQ� , '' • 11 M S ''' . . ♦W . + , "1, NEAItI SWILL BE RESPONSIBLE FDR VERt I,MG ALL Q IISIONS AMD COt�t PMIS'^ T HolYt. Ti1LIF1 I " T / ' lNCWlltli.bP WITH AgCHITECTUML, MEGWINI NO L DMMINCS. A G A EI G 410 -2,_O o.c.MIN. - " s ;. �''• I�~c'�_T~p 'J/ ...Q � - i • 'sl i''1 'SNE REQUIR,EO ON REl11fORCING E' 1 ECASIi' CpNC .Fw Pi , ,. A 1 Y vti¢r. tIMR. 7 I , 'r' aw �«�a 11 UNITS.. JOISTS, AND =BALL BE APP .10 fA ION. a 4 O. I ro o f '�M�4r�T '1 . M GLEE; r , + ` ' �'OL.Plswll + IIS + , I ,}'� 7 ep. 4, 4" NG 3. Tint Si�R ADE4U11T#1'Y eMCEp FOR 1iiND EMOsj �IIM'L..T1IE Rd011 A110 WALL U (� I' t w• ,,�:-45. F-Aa c . :, 0 + . HA 1 emu TOOE I R N a 'A. ME . s c`"o.c. i''4rt ^T141etZ1 a.vr, R:.F. lo' I rL e11 1. „ I¢. M ,' I , 11 JOI tQi SHAL DE R I . •1g „�r, 1. L t WQN 2 X KEYS At CEIRER OF . a R A ET CO I !► Loa ativs SHALL ODTI�IN R A>PPII>111AL OND , lIF AC N- D O N` • V.IrMI�,T . 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