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<br />GENERAL NOTES
<br />GENERAL
<br />1. THESE NOTES APPLY EXCEPT WHERE OTHERWISE SHOWN OR NOTEL.,
<br />2. ALL DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY TO :."1I .Hti
<br />3. THESE DRAWINGS SHALL BE COORDINATED WITH FAVORABLY REVIE.WEG EOUIPMENT
<br />MANUFACTURER'S DRAWINGS.
<br />4. TYPICAL DETAILS SHOWN ON THIS SHEET APPLY EXCEPT WHERE OTHERA15F SHOWN
<br />NOTED.
<br />CONCRETE
<br />1. LOCATION OF ALL POUR JOINTS SHALL BE SUBMITTED TO THE ENGINEER iOR
<br />FAVORABLE REVIEW.
<br />2. ALL CONCRETE 'SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT
<br />28 JAYS. SEE SPECIFICATIDNS FOR DETAILED REQUIREMENT:.
<br />REINFORCING STEEL
<br />1. ALL REINFORCIAG BARS SHALT_ BE DEFORMED BARS OF SIZES INDICATED ON DETA-�
<br />REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. DESIGNAT,C
<br />A6.5, GRADE 40.
<br />2. TYPICAL REINFORCEMENT FOR WALLS AND SLABS NOT SHOWN OTHERWISE OR NOT
<br />DETAILED SHALL BE AS FOLLOWS:
<br />6" OR LESS THICK, 04 @ 12" EACH WAY, CENTERED
<br />8" THICK, 114 @ 16" EACH WAY, EACH FACE
<br />AT CORNERS AND INTERSECTIONS OF WALLS, BEND BARS AROUND CORNERS AND EXTEND
<br />THEM INTO ADJOINING WALLS. (SEE TYPICAL DETAILS.) BEND BARS SIMILARLY
<br />AT CORNERS AND INTERSECTIONS OF WALL FOOTINGS.
<br />3. ALL REINFORCING SHALL BE SECURELY WIRED AT INTERSECTIONS CAREFULLY AND
<br />ACCURATELY SPACED, THOROUGHLY SECURED, AND SHALL BE FAVORABLY REVIEWED
<br />BY THE ENGINEER BEFORE ANY CONCRETE IS PLACED, EXCEPT AS OTHERWISE DETAII.ED
<br />BAR LAPS AT SPLICES SHALL CONFORM TO TABLE 20.1 OF ACI MANUAL SP -17, CLASS
<br />C SPLICE. NO~LAP SHALL BE LESS THAN P-3". REINFORCING FOR STAIR SLABS
<br />DOWELLED OUT CF WALL SHALL BE LAPPED AT LEAST 40 DIAMETERS. SPLICES AT
<br />ADJACENT PARALLEL BARS SHALL BE STAGGERED. VERTICAL WALL REINFORCING SHALL
<br />BE DOWELLED TO SUPPORTING FOOTINGS, BEAMS OF SLABS, WITH BARS OF THE SAME
<br />SIZE AND SPACING AS THE VERTICAL BARS IN THE MALLS. DOWELS FOR COLUMNS AND
<br />PILASTERS SHALL BE OF THE SAME SIZE AND NUMBER AS THE VERTICAL BARS IN THE
<br />COLUMN OR PILASTER.
<br />4. MINIMUM CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT SHALL BE AS FOLLOWS:
<br />A. FOR FOOTINGS, GRADE BEAMS AND SLABS WHERE CONCRETE IS
<br />POURED DIRECTLY AGAINST THE GROUND 3"
<br />B. FOR SLABS:
<br />(1) AT UNFORMED TOP SURFACES EXPOSED TO WATER OR EARTH
<br />(2) AT UNFORMED TOP SURFACES EXPOSED TO WEATHER • 1"
<br />(3) AT UNFORMED TOP SURFACES NOT EXPOSED TO WEATHER,
<br />WATER OR EARTH 1^
<br />(4) AT FORMED SOFFITS EXPOSED TO WATER (AFTER STRIPPING) 1-1/Z"
<br />(5) AT FORMED SOFFITS EXPOSED TO WEATHER (AFTER STRIPPING) 1"
<br />(6) AT FORMED SOFFITS NOT EXPOSED TO WEATHER OR WATER
<br />(AFTER STRIPPING) 194
<br />C. FOR VERTICAL SURFACES:
<br />(1) A; FORMED SURFACES WHICH AFTER STRIPPING ARE' EXPOSED
<br />T`: WATER OR EARTH 2"
<br />;2) A7 FORMED SURFACES WHICH AFTER STRIPPING ARE EXPOSE[
<br />TO WEATHER 1-1/211
<br />(3) AT FORMED SURFACES WHICH AFTER STRIPPING ARE NOT
<br />EXPOSED TO WEATHER, WATER OR EARTH 1"
<br />D. FOR COLUMNS AND BEAMS 1-1/2"
<br />5. CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BY SANDBLASTING AND ALL
<br />LAITANCE REMOVED; IN ADDITION, VERTICAL JOINTS SHALL BE WETTED IMMEDIATELY,
<br />BEFORE PLACING NEW CONCRETE. A LAYER OF GROUT 2" THICK SHALL BE PLACED
<br />IN WALLS AT EACH HORIZONTAL CONSTRUCTION JOINT PRIOR TO PLACING NEXT LIFT
<br />OF CONCRETE.
<br />6, ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4" UNLESS NOTED OTHERWISE.
<br />7. FABRICATION OF STEEL SHALL NOT BEGIN UNTIL AFTER SHOP DRAWINGS HAVE BEEN
<br />APPROVED.
<br />STRUCTURAL, STEEL
<br />1. STRUCTURAL STEEL SHALL CONFORM TO THE A.I.S.C. "SPECIFICATION FOR THE
<br />DE`;,IGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"
<br />1970 EDIT!0N STEEL SHALL CONFORM TO PROVISIONS OF A.S.T.M. SPECIFICATION
<br />A36. BOLTS FOR CONNECTIONS SHALL CONFORM TO A.S.T.M. SPECIFICATIONS A307.
<br />PAoNTING SHALL CONFORM TO SPECIFICATION.
<br />2, BOLTS FOR CONNECTIONS SHALL BE 3/4" DIAMETER HOT—DIPPED GALVANIZED, UNLESS
<br />OTHERWISE SHOWN OR NOTED/ PROVIDE BEVELED WASHERS UNDER HEADS AND/OR
<br />NIrTS ON SLOPING SURFACES OF FLANGES IN CHANNELS. ALL WELDING SHALL CONFORM
<br />TO THE REQUIREMENTS OF THE STANDARD CODE FOR "ARC AND GAS WELDING IN
<br />BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. BUTT WELDS SHALL
<br />BE FULL DEPTH OF METAL AND JOINTS SHALL BE WELDED FROM BOTH SIDES OF THE
<br />:l')eNT TO INSURE FULL "BEAD" ON THE INTERIOR SURFACE WITH NO CA`✓ITIES OR
<br />BUBBLES,
<br />E F G
<br />C I --r 0
<br />WHERE e'-& EXTENSIONS ADD CiRCULa.R TRIM F3,AR� .N_O�E�,
<br />CANNON' 5F- OE3TAINEC�, HOOK AROUND ROUND pp1✓NINGS. f &T REG��SF-D ELF-C-TRt--
<br />tEARS AS I N D I GAT ECD , LAP 32.'I DIAM S. AT SPI ICES- CAl_ OR M ECH a.N 1 CAL.
<br />2-#a FOR Wv.LL5 1214 OR LESS, F3OXE•5 LARGEF;� TF-1,,�S.N
<br />2-# 8 I ✓ORWA.L.�- 5 Gr�EATER 12rt IN AN\y/
<br />2� DI M�NSIC7N
<br />THAN 1USE- TRitil CSARS WH
<br />OPENING OR WALL. REiNFaFz-,GI NS iS
<br />- - IN WALL (INCLUDING INTE.I�.,UF'TED,
<br />i
<br />1�jPt✓ P�NET�,a,T?0N) 2, REINFORCING SHOWN
<br />-o TYP ON TH l s PETAL L, SHALL
<br />(q 15E- FIROVIDED IN ADD
<br />SINGLE CURTAIN =- ITION TO ;-YPIGAL-
<br />-- Ir WALL. EIN �'ORGI N `'
<br />2-#-5-& W4,LL.
<br />2 -#I: 7 - 10" WALL -
<br />2 - 8 - 12' WALL OR L..A,RG �-:R
<br />IXOW F -Le SAME I
<br />NUM5ER 6.ND 51Z�. f'
<br />s- s-8 FOR �.Ud1T►oNGI_ TYPICAL DT'�.i-
<br />/ \
<br />Orr I IONAI..- S PL I c AT R
<br />fjoRiz-ONTAL- TRIM �p � SHOWN OR 5CHE-7 DULEr .
<br />as TRIM r3Ar�2� I /
<br />SAN JOAQUIN COUNTY GENERAL HOSPITAL
<br />W Hf=RE HEADS /SND/©R El-SE�/•/HERE , �UNL SSS
<br />O IOC - G A ENDS vE coRNEF�f;EaNF NOTs✓D IN SGHEUULE,I r j!
<br />PROV I T �
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />I
<br />S)L.LS LINE. HORIZON- OTHERWISE No�"EDj
<br />3--#5-8� 1NALL. fRe 8 -0" EX-
<br />OF c11 W, 4-L, N4NOOK HOWZ. WHE:
<br />fe>ARS ARauN D CORNER 3 - #7 - ipu WALL TENSION CbNNCT
<br />STAC�E� L.IGE.S. —
<br />TAL SP
<br />5C F-t;�.DUL�. CF TRIM ���
<br />DRAWN
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<br />Utz i N IFPS E c I o N , 3 - #e - 12u Wp,LL_ oPT,n.I t�tl=D , �X -
<br />T TEND PARS AS
<br />KENNEDY ENGINEERS, INC. SAN FRANCISCO
<br />►`�
<br />FOR HEAP 51 LL_ AND
<br />CHECKED
<br />il!-:
<br />SUBMITTED: APPROVED:
<br />�zREA. R
<br />S-7
<br />REV. DESCRIPTION SUB. APPR. DATE DATE
<br />—7
<br />FAR AS F CCS 1 f�E.
<br />--- I N --
<br />--
<br />(� 4
<br />n
<br />JAM 9- OP OPENING :
<br />I . AN D I-+ 0o
<br />. _ L TOP OF 5L.AF5 Ir- W HEN t5g7OM OF OFEN- --- --
<br />--�-! INC: 1,5 !-T Tc�) ff OF Sly W&LL THIGKNE55 DpR S!zE
<br />15 LESS THAN
<br />,Z_ S _811W,ALL 3'- I II, PfRO�/IDE pOWEL�> G I_ #
<br />2 - -5 WALL 0 I If Q A5 SHOWN FOR VERT S��t
<br />2 - # 8 - 1211 WALL_ I - O HoOt� TYP' I TRIM PEAR s 12
<br />CREATE I2 q r1. -- J
<br />OR L4,,R EERT THAN 12
<br />NOTE'- F'L,d,GE HOR I ZOH7"AL.
<br />DOUBLE CURTAIN f-�ARS 0UTSlpF- WHERE,
<br />PLAN VIEWS SHOWN IN !!5E -c -TONS 4 06Ta►L`�-,
<br />TYPICAL REINFORCING AT CORNERS AND WALL INTERSECTIONS
<br />J
<br />�1—�I I -� �1 _ o►I � 1 -dam
<br />#4 @ 12 ADD I i ION,AL ,
<br />NOTE : TEMP RE1 N FO RC=I N G LOCATED
<br />1N TO F' OF S L b, F 4 A.S
<br />SHOWN MAY BE Sue7-R4,cTeo
<br />FROM DEIN f✓Of�GINC-� EUI QED
<br />ADDED TOP BAR DETAIL
<br />WHERE MAIN SLAB REINFORCING
<br />IS PARALLEL TO WALL OR BEAM
<br />DET,c L_ A,PPLI ES TO HOiRI rOt'4 -
<br />TAL. AND VaRT I CON -
<br />ST'Ruc,TIoN JCINTe,
<br />Sb -,NLD -TO RF-MC)VE LAIrA.NcF. F
<br />A.ND f-:XPOZE AC�GREG-,A
<br />{ 5( 11 Ir`�I UP T77 11_� u
<br />2 CJ�It Fo (� u D I I D\'E�: 11 -Ott
<br />TYPICAL CONSTRUCTION JOINT DETAIL
<br />�v Huvt•�,
<br />TYPICAL ADDITIONAL REINFORCING
<br />AT FLOOR SLAB CORNERS
<br />T41
<br />Ali
<br />ELEVATION OF TYPICAL REINFORCING AROUND OPENINGS AND
<br />RECESSES IN REINFORCED CONCRETE WALLS
<br />E.D� S 7F Ill I�Ec-T1vN F f�1l�.i N U-01 if
<br />OPEN I N I N q- AND Co R E► N F-oR I M G Z
<br />SLAGS , # 7 T. i N 8 u - ---- - --r - Zo
<br />La
<br />1L
<br />�:E1 u1
<br />RocJN D t�J O SQUARE. GIGS, o EN IN (3 -
<br />2, HCOK ENDS OF ALL TOP PARS F 1 0) �
<br />INTF RUF'TED sY OPEN I NG (I N Wi E- ADDL
<br />F�T"H D1 R ECT -1 ON S) . S D5 ES. �G&11L G
<br />3, RF-, NPOf�`CI NG SHOWN ON -` NE. H &L.1=- Oi✓
<br />TH 1 pE.TA IL_ SHALL_ QE <O- _ 3 Ty P, INTI=RRUPT.
<br />V1DED 1N A�%�'ITIoN TD ��-�I!L, 15YoP�NIN�,
<br />6.
<br />SLAB REIN F DRGI NCS. eHOwN r.EN R `
<br />OR eCH E-0L)L.ED E�.SE.. w14E R T
<br />UNLESS O HE.F'.W ESE
<br />Ofd NOTED
<br />PLAN OF TYPICAL REINFORCING OF OPENINGS IN CONCRETE SLAB
<br />1 1 14 11
<br />�s E DF
<br />11 E�uIPMI✓NT" 3/4'
<br />II _Otl�� .
<br />SEE. ARCH IT--CT-U4L FOR
<br />LOc1,T tONS � DET-Aw L5 OF- C -ORF6S .
<br />TYPICAL CURB REINFORCING DETAIL
<br />#-4 HoFPjZ ALL
<br />SIDES G 1211 C71:;�S,
<br />4�4@12c7e,
<br />To e�j IT
<br />MAX . I�EN D I --_ , � U I Pt -1 E N.T..
<br />44
<br />012u CT - SURf=,4c ✓- for' -
<br />I, —D,I
<br />FOUNDATION PAD FOR MECHANICAL AND
<br />ELECTRICAL EQUIPMENT IN STRUCTURES
<br />2
<br />3
<br />SSE SHEE`s
<br />s- s-8 FOR �.Ud1T►oNGI_ TYPICAL DT'�.i-
<br />a
<br />DESIGNED
<br />SAN JOAQUIN COUNTY GENERAL HOSPITAL
<br />I
<br />,� JCA` SLEI1
<br />REFERENCE INFORMATION AND NOTES:
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />INTERCEPTOR PROJECT
<br />10B NO.
<br />DRAWN
<br />— �44
<br />KENNEDY ENGINEERS, INC. SAN FRANCISCO
<br />SHEET
<br />CHECKED
<br />il!-:
<br />SUBMITTED: APPROVED:
<br />GENERAL NOTES & TYPICAL DETAILS
<br />S-7
<br />REV. DESCRIPTION SUB. APPR. DATE DATE
<br />—7
<br />REFER TO TRACING FOR LATEST REVISION
<br />C D
<br />E _ E
<br />G
<br />A B
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