|
EXPANSION ANCHORS
<br />IN 3000 psi MIN CONCRETE
<br />Fof
<br />MINIMUM
<br />EMBEDfMENT
<br />UNC
<br />he4
<br />MINIMUM
<br />UJ
<br />Ul
<br />MINIMUM
<br />INSTALL
<br />ANCHOR.
<br />ANCHOR
<br />EFFECTIVE
<br />MINIMUM
<br />MINIMUM
<br />CONCRETE
<br />TORQUE
<br />TYPE
<br />DIAMETER
<br />EMBEDMENT
<br />EDGE DIST
<br />SPACING
<br />DEPTH
<br />FT -LB
<br />SIMPSON
<br />Ste'"
<br />3/4'o
<br />het
<br />Csnir"
<br />Smin
<br />hm0"
<br />CURB/STEMMAY BE WIRE TIED TO
<br />SIMPSON
<br />1/2"
<br />3 318"
<br />4"
<br />4"
<br />6"
<br />50
<br />STRONG
<br />5/8"
<br />41/2"
<br />5"
<br />61/4"
<br />7 718"
<br />85
<br />BOLT 2
<br />3/4"
<br />5"
<br />6"
<br />61/4"
<br />8 314"
<br />180
<br />CONCRETE COVER AT PIPES TO BE 3".
<br />318"
<br />2"
<br />3"
<br />4"
<br />4"
<br />25
<br />HILTI
<br />112"
<br />31 /4"
<br />3"
<br />41/8'
<br />6"
<br />40
<br />KB TZ
<br />3/4"e #i6
<br />6"
<br />3 3/4"
<br />3 314"
<br />7 1/2"
<br />3000
<br />CARBON
<br />5/8"
<br />4"
<br />3 3/4'
<br />4 1/2"
<br />6"
<br />60
<br />3/4"
<br />4 314"
<br />6"
<br />6112"
<br />W
<br />110
<br />LuUJ
<br />ANCHOR
<br />TYPE
<br />Fof
<br />MINIMUM
<br />EMBEDfMENT
<br />UNC
<br />he4
<br />ANCHOR DIA
<br />UJ
<br />Ul
<br />MINIMUM
<br />TENSION
<br />EST LO
<br />(LB)
<br />PER PLAN
<br />18"
<br />_J
<br />of
<br />W
<br />& DETAILS
<br />3"
<br />61/2"
<br />1600
<br />#7
<br />518"ta #5
<br />5"
<br />1314"
<br />II m
<br />� , l�� I
<br />r_ 1,
<br />j+► EDGE OF CONIC
<br />NOES; AS OCCURS
<br />1. Install drilled expansion anchors per manufacturees information and ICC Report instructions.
<br />Special inspection is required per Section 1704A and the requirements of the ICC reports.
<br />2. Acceptable expansion anchors are: Simpson Strong -Bolt, ICC ESR -1771; Hilti Kvvik Bolt KB
<br />TZ Carbon, ICC ESR -1917 or approved equal unless specifically noted otherwise on drawings.
<br />3. For Hilti KB TZ Stainless Steel expansion anchors see ICC ESR -1917 for minimum edge
<br />distance and minimum spacing values.
<br />4. Contractor to verify minimum edge distances, spacing and thickness are in accordance with
<br />schedule prior to installing anchor.
<br />5. When installing drilled -in anchors in existing reinforced concrete, use care and caution to
<br />avoid cutting or damaging the existing reinforcing bars. Maintain a reasonable clearance
<br />between reinforcement and the drilled -in anchor.
<br />6. The special inspector must be on the jobsite continuously during anchor installation to verify
<br />anchor type, anchor dimensions, hole cleanliness, embedment depth, concrete type, concrete
<br />compressive strength, drill bit diameter, hale depth, edge distance(s), anchor spacing(s),
<br />concrete thickness, and tightening torque.
<br />3/4,r
<br />1 112" MIN STARTER WALL --
<br />REOD FOR ALL CMU OR CONI
<br />WALLS AT OR BELOW GRADE
<br />AFTER SET, CLEAN
<br />FORM BOARDS X TO REMOVE LAITANCE
<br />t & SCUM TO EXPOSE
<br />� �1+ R # COARSE AGGREGATE
<br />10
<br />4b Iq
<br />4 /
<br />LT_11
<br />2x6 TYP FORM BD--
<br />-7-
<br />FORMWORK NOT
<br />j--- PERMITTED BELOW
<br />CONT MIN CLEAN OUT !,_- GRADE UNLESS FTG
<br />IF FORMS USEDIS FULLY FORMED
<br />-TTI i i "'"`---- I � � � STAKES NOT PERMITTED
<br />CLEAN OUT JOIST I i i�, I ,-� I WITHIN FOOTING SECTION
<br />PRIOR TO POUR WIDTH'b' + 2"
<br />(1" EA SIDE)
<br />NOTE: FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO
<br />NEAT EXCAVATIONS PROVIDED THE FOUNDATION TRENCH WALLS
<br />ARE STABLE AS DETERMINED BY THE GEOTECHNICAL ENGINEER
<br />SUBJECT TO THE APPROVAL OF DSA.
<br />-w,
<br />7\\ TYPICAL MANDATORY FORMWORK
<br />3t4"= V-0"
<br />10'-0" MAX
<br />" COORD W/ EQUIP LAYOUT
<br />HOUSEKEEPING PAL)
<br />14 BOLT AS READ, SEE MECH &
<br />#4 tt 3r 12"QC EW -bIA 6" MIN ELEC DRAWINGS FOR
<br />"_ BOLT AT EQUIP LOCATION AND EXTENT
<br />#4 CONT ANCHORAGE - - ir
<br />##4 P @ 24" OC
<br />3" EMBEDX ROUGHEN TO f TYP AT PERIMETER
<br />AT ADHES€�\ y 114" Ai4�IPLITUDE ( - CONC SLAB ON
<br />ANCHOR I GRADE PER PLAN
<br />2" MIN TYPICAL SLAB REINF �— #4x > i ADHESIVE
<br />COVER AT
<br />ADHESIVE ANCHOR @ 24"OC IN
<br />ANCHOR THICKEN SLAB AS READ LIEU OF CIP Z BADS AT
<br />CONTRACTORS OPTION
<br />2 TYPICAL HOUSEKEEPING PAD AT SLAB ON GRADE
<br />REINF CONT THRUROUGHEN JOINT BY
<br />OR LAP PER �� --�� SAND BLASTING TO
<br />EXPOSE AGGREGATE
<br />S1.1TO 1/4" AMPLITUDE
<br />NOTE:
<br />LOCATION OF JOINTS TO BE
<br />SUBMITTED TO ARCHITECT/
<br />ENGINEER FOR REVIEW PRIOR
<br />TO PLACEMENT OF CONIC
<br />3/4"= V-0"
<br />KEY FROM BEVELED 2x8,
<br />DO NOT LOCATE WITHIN
<br />4'-0" OF HOLDOWN OR COL
<br />SLAB BLOCKOUT
<br />1"= V -Q"
<br />IOTUIBE BLOCKOUT
<br />B FOR. COLUMN
<br />NOTES:
<br />1. LOCATION OF PIPE/CONDUIT BY OTHERS.
<br />2. PROVIDE SLEEVE AT PIPE PER ryyA / SIM.
<br />BWA RYR'^'!P'�f1i SSWf iYY^ � .�t-��••,-lY� AI'iP RL9 1"R!"'i"9 i 1 n
<br />6d1 -.L -E P. -Pi FItiJ SAL4�E LJ i Fw�
<br />MAINTAIN MCN ROCK DEPTH
<br />PIPEICONDUIT REQUIRING
<br />EMBEDMENT IN CONC
<br />' PIPE/CONDUiT
<br />-- VAPOR RETARDER -SEAL
<br />AT PENETRATION, TYP
<br />COMPACTED CRUSHED
<br />BASE ROCK
<br />PIPEICONDUIT IN
<br />COMPACTED ROCK
<br />3/4" -- V-0"
<br />REINF PER PLAN #4 CONT
<br />MIN
<br />1 SAD 5" MAX, 2" MAX
<br />—
<br />FOR SUBGRADE TO
<br />REMAIN LEVEL
<br />11
<br />.-
<br />DEPRESSED SLAB - 5°` IMAX
<br />314"= 1'-0"
<br />ZONAL DIAMOND 118" RADIUS
<br />CKOUT
<br />SAD--------�\ ``�
<br />Z LFL
<br />ITROL JOINT
<br />ADHESIVE ANCHORS
<br />IN 3000 psi MIN CONCRETE
<br />ANCHOR
<br />TYPE
<br />ANCHOR
<br />MINIMUM
<br />EMBEDfMENT
<br />UNC
<br />he4
<br />MINIMUM
<br />EDGE DIST
<br />Cmin
<br />MINIMUM
<br />SPACING
<br />Smi"
<br />MINI
<br />CONC DEPTH
<br />hmin
<br />MINIMUM
<br />TENSION
<br />EST LO
<br />(LB)
<br />THRID REIBAR
<br />ROD
<br />18"
<br />112"o #4
<br />4"
<br />1 314"
<br />3"
<br />61/2"
<br />1600
<br />#7
<br />518"ta #5
<br />5"
<br />1314"
<br />3"
<br />8114"
<br />60
<br />SIMPSON
<br />Ste'"
<br />3/4'o
<br />6"
<br />13/4"
<br />3"
<br />03/4"
<br />CURB/STEMMAY BE WIRE TIED TO
<br />-XP
<br />718"Ili ##7
<br />7'
<br />1314"
<br />3"
<br />11112"
<br />5 0
<br />THROUGH FOOTING WITHIN Z-0" EACH
<br />1"o #fi
<br />8"
<br />1 314"
<br />3"
<br />13"
<br />COLUMNS. NO VERTICAL PIPES
<br />3/8"o #3
<br />3"
<br />17/8"
<br />1718'
<br />4 1/4"
<br />00
<br />CONCRETE COVER AT PIPES TO BE 3".
<br />1/2"00 ##4
<br />4"
<br />21/2"
<br />21/2"
<br />51/4"
<br />1600
<br />HILTI
<br />518"e #5
<br />5"
<br />3 1/8'
<br />3 118"
<br />6 114"
<br />2
<br />HIT-RE500�-STD
<br />3/4"e #i6
<br />6"
<br />3 3/4"
<br />3 314"
<br />7 1/2"
<br />3000
<br />DEEPEN FOOTING AS SHOWN.
<br />7/870 #7
<br />7"
<br />4 318"
<br />4 3/8"
<br />8 3/4"
<br />5000
<br />1"o #8
<br />8"
<br />5"
<br />5"
<br />lo-
<br />6400
<br />314" = V-0"
<br />24*
<br />#4 ( @ 18"oe
<br />CONC SLAB PER PLAN
<br />117-1 1I_
<br />i—i
<br />#4 CONT
<br />6"
<br />MIN
<br />WIDTH OF CURET
<br />STUD WIDTH + FINISH
<br />STUD WALL
<br />2x PTDF SILL PLATE W1
<br />112"Ox8" AH @ 48" OC
<br />4" SAID a
<br />nI—
<br />#t4x L 24 OC #4 CONT
<br />w
<br />ANCHOR DIA r�
<br />PER PLAN10
<br />&
<br />DETAILS 2 � � p
<br />A-
<br />Cmin Snth
<br />i EDGE OF CONE
<br />NOTES. AS OCCUR. S
<br />1. Instal€ adhesive anchors per manufacturer's information and ICC report. Special inspection is required per
<br />section 1704A and the requirements of the ICC reports.
<br />2. Acceptable adhesives are: Simpson SET -XP, ICC No. ESR -2508; Hilti HIT-RE500-SD, ICC No. ESR -2322.
<br />An approved equal may be substituted unless specifically noted otherWvise on drawings.
<br />3. Threaded rods to be A36 or A307 Grade C threaded rod. Rebar to be A615.
<br />4. Contractor to verify minimum edge distances, spacing and thickness are in accordance with schedule prior to
<br />installing anchor.
<br />5. When drilling holes in existing concrete, use care and caution to avoid cutting or damaging the existing
<br />reinforcing bars. Maintain a reasonable clearance between reinforcement and the drilled -in anchor. CORE
<br />DRILLED HOLES NOT PERMITTED.
<br />verify r' anchor 6. The special inspector musk be on the jobsite continuously during anchor installation to v e type,
<br />anchor dimensions, hole cleanliness, embedment depth, concrete type, concrete compressive strength, drill
<br />bit diameter, hole depth, edge distance(s), anchor spading(s), concrete thickness, and adhesive injection.
<br />7. See dravirings for specific tension test loads for anchors.
<br />3(4" =1fes"
<br />STUD WALL
<br />ALTERNATE. 0,145"Ox3"
<br />POWDER DRIVEN PINS
<br />C
<br />en
<br />SYMMETRICAL
<br />ABOUT
<br />CL
<br />PROVIDE REINF TO
<br />MATCH FTG REINF
<br />TYP REINF
<br />NOTES.
<br />1. DO NOT LOCATE BLOCKOUT WITHIN 4'-0" OF SW HOLDOWN, IN FRAME
<br />FOUNDATIONS OR COLUMN PAD FOOTINGS.
<br />2. MINIMUM DISTANCE BETWEEN BLOCKOUTS OR OTHER PIPES TO BE 4'-0".
<br />3/4" = 1'-0"
<br />4xb
<br />NO DEPTH RESTRICTIONS ON —
<br />TRENCHES OR DEEPENING OF FOOTINGS
<br />j OUTSIDE THIS ZONE
<br />r ---r7 18" MIN
<br />I I I NO'PIPES'
<br />ARALLEL TO '
<br />F rG THIS AREA
<br />g 'PIPEIN BACKFILLED
<br />TRENCH - LOCATE ONLY
<br />CONC FTG _ , ti / ABOVE SLOPED LINE
<br />OR PAID FTG
<br />DEEPEN FIG Wi
<br />LEAN CONIC l � `
<br />WHERE DEEPER E I,
<br />TRENCH IS READ I I.
<br />I_ ----J
<br />SEE OTHERWISE
<br />51.1
<br />3(4"= V-0"
<br />PROVIDE CLASS B LAP
<br />PER �1_\,,\.TYP LINO
<br />51.1
<br />LAP
<br />SLAB, CURS OR STEMWALL
<br />t
<br />WHERE TOP OF FDN
<br />1
<br />CONTINUES THRU, EXTEND
<br />STEEL TO END AND HOOK
<br />�-- SLAB OR STEMWALL
<br />g" 1 STEPS TO BE REINFORCED
<br />MINN SIM TO FOOTING STEPS
<br />@ 24" OC EXCEPT AT
<br />CURBS. PINS NOT
<br />PERMITTED AT CURBS MIN
<br />�VJ
<br />STD HOOK TYP l
<br />REINF BARS TO BE -T�1_3"
<br />I
<br />SAFE SIZE & NUMBER 211 MIN
<br />PAD GRADE PROVIDE THICKENED SLAB AS TYP REINF CLR
<br />WHERE ALTS ARE USED TYP
<br />NOTE: REMOVE ALL EARTH LOOSENED DURING
<br />EXCAVATION AND FILL WITH CONCRETE,
<br />NON -BEADING STIED WALL AT SLAB � � STEPPED FOOTING
<br />3/4" = T-0"
<br />STD
<br />LAP
<br />OOK
<br />� l
<br />ADD'L VERTS -
<br />AS READ (2) ADC)`L _J
<br />VERTS AS
<br />CORNER BAR TO REOD
<br />MATCH HORIZ BAR
<br />--- STD HOOK —�
<br />TYP WALL OR
<br />FOOTING REINF
<br />PLA►�I'f,I� - SINGLE LAVER
<br />LAP `� �STD HO®€CAT
<br />ADDL BARS
<br />CORNER RAR STD '
<br />TO MATCH HOOK � /� NOOK L. LAP
<br />HORIZ BAR
<br />ALDD'L VERTS
<br />I AS REOD U BAR TO °
<br />MATCH HORIZ
<br />TYP WALL OR 3 BAR
<br />FOOTING REINF
<br />PLAIN VIEW - 2 OR MORE LAYERS
<br />NOTE: FOOTING REINF AT CORNER AND INTERSECTION TO BE SIMILAR
<br />TYP CORNER, INTERSECTION & END REINF.
<br />.714" = T-0"
<br />r Ir
<br />MINIMUM BAR LAP'S FOR REINFORCING STEEL
<br />CONCRETE STRENGTH: 3000 PSI OR GREATER (STAGGER SPLICES)
<br />SIZE
<br />LAP LENGTH
<br />SIZE
<br />LAP LENGTH
<br />SIZE
<br />LAP LENGTH
<br />#3
<br />18"
<br />#6
<br />46'
<br />#9
<br />J4"
<br />#4
<br />24"
<br />#7
<br />6{2"
<br />#10
<br />112"
<br />#5
<br />36"
<br />#8
<br />76"
<br />#11
<br />132"
<br />(CLASS B TOP BAR)
<br />BAR SPACING SHALL NOT BE LESS THAN 4x BAR DIAMETER OR 4".
<br />*WHERE COVER NOT LESS THAN 1 112", #5 LAP LENGTH = 30"
<br />CONC COVER FOR REINF STEEL -----------------
<br />CAST AGAINST EARTH OR GRADE -...._--d___e_-__..b_- _. ----__3"
<br />EXPOSED TO EARTH (FORMED) OR WEATHER
<br />#5&SMALLER ----__a_o-------------a..___----------11/2"
<br />#6&LARGER ----------_.w.w-----------------------..2"
<br />NOT EXPOSED TO EARTH OR WEATHER
<br />#5& SMALLER _----------------------------e__-----._1"
<br />#6 & LARGER, & ALL BM STIRRUPS, COL TIES & SPIRALS ...... 1 1/2"
<br />ALL REINFORCING BARS SHALL EXTEND AS FAR AS POSSIBLE AND
<br />END IN A STANDARD 90' OR ISO' HOOK UNLESS DETAILED OTHERWISE
<br />180°180° HOOK
<br />E 12db
<br />R=3 db FOR #3 TO ##8 - - -
<br />R=4 db FOR #9 TO #11 4110
<br />900 HOOK
<br />��,_44OR21XMIN
<br />STANDARD HOOKS & BENDS
<br />6
<br />'----� 1 MAX
<br />WIRE TOGETHER
<br />COL. BAR & STRUCT. OFFSET SPLICE AT EACH END
<br />50, 3" PAIN i
<br />11135°
<br />I[
<br />b
<br />6db--t, L,
<br />R=2db R=2db
<br />135" STIRRUP TIES STIRRUP CROSSTI E
<br />#3, #`4, #5 #3, #4, #& #3, ##4, #5
<br />TYPICAL REINFORCING DETAILS
<br />3(4'= I `-O"
<br />LOCATE VIERTIC/
<br />PIPES INSIDE WA
<br />/
<br />1 1/2" 11/2"
<br />rHICKIEN AT'PIPE' AS READ
<br />rO PROVIDE CLEARANCE
<br />rO REINF & CONC COVER
<br />rO 'PIPE'. PROVIDE #4 HORIZ
<br />k,T'PIPE'.
<br />I
<br />I I LAP__I I LAP DEEPEN FTG AS REQD _
<br />FOR PIPE COVER &
<br />CLEARANCES TO REINF
<br />— FOOTING STEEL PER NOTE #3
<br />TYP FTG REINF
<br />34"= 1`-0"
<br />TYP JOINT fes---- 1/2"o x 18"1/2" SQ FLEXIBLE
<br />REINF \ CAP SMOOTH RCi-C� SEALANT
<br />1 @ 18.0c \
<br />1 l�
<br />NOUN
<br />{ i z KEY FROM
<br />8" MINB� MIIMI. BEVELED 2x4 g" MIN 8" MIN'
<br />ZE
<br />METAL JOINT FORMED JOINT
<br />a CON"TRUCTION#!�®�. JOIINT
<br />PLASTIC CONTROL JOINT OR SAWCUT BY 8:00 PM
<br />1/8" x1 1/2" MASONITE OR SAME DAY OF POUR.
<br />1/2" x1 112" TOOLED JOINT FILLED USE JOINT SEALANT
<br />W1 FLEXIBLE SEALANT COMPOUND TO FILL CUT
<br />25
<br />- - 0�
<br />f
<br />\ �C� TYP SLAB ON GRADE TYP SLAB ON {BLADE
<br />r TYP REINF CONT THRU
<br />TYP REINF CONT THRU
<br />CONTROL JOINT
<br />3/4" = I -T
<br />PLAIN VIEW
<br />■
<br />d 3d 8" IMAX
<br />TYP REINF' DIA
<br />— 'PIPE' THRID FTG
<br />PER NOTE #3 OPTIONAL BUNDLED
<br />I I I 'PI PE' SLEEVE
<br />d
<br />PER Nth #3
<br />- 'PIPE' E _
<br />Ai
<br />ion ndeo
<br />650 University Ave., Suite 110
<br />Sacramento, CA 95825
<br />Sitructuo
<br />I d Phone: (916) 514-9109
<br />� ASC Project No.
<br />Gh
<br />CopyrightC 2015 Rainfo€th Grau Architects. Al rights reserved. Reproduction of these plans, either in whole or in part, including any torni
<br />of copying and/or preparation of derivative works thereof, for any recon vAthout prior written permission, is strictly prohibited.
<br />DSA SE
<br />I
<br />l�
<br />l +�
<br />PER NOTE #3
<br />I --
<br />PROVIDE REINF TO i
<br />LINCOLN E.S. CAFETERIA
<br />�--- SEE NOTE ##8 -
<br />MATCH FTG REINF
<br />�
<br />0 CL'P€PIE'
<br />/
<br />CONT FTG
<br />CLASSROOM �����T� ON,
<br />NOTES:
<br />'PIPE
<br />PAD FTG SIMILAR
<br />INCREMENT 1 CAFETERIA
<br />1. w ANY PENETRATION THRU OR
<br />5. NO'PIPE' TO RUN PARALLEL IN
<br />_
<br />EMBEDDED IN FOUNDATION,
<br />FOOTINGS, STEM OR CURB.
<br />MANTECA UNIFIED SCHOOL DISTRICT
<br />2. ALL PIPES THROUGH FOOTINGS TO BE
<br />6. PVC CONDUIT ('PIPE) EMBEDDED IN
<br />�"'�A, CALIFORNIA
<br />WRAPPED OR SLEEVED. SLEEVES SMALL
<br />CURB/STEMMAY BE WIRE TIED TO
<br />TYPICAL CONCRETE �� ��
<br />BE PVC. I.D. TO I 2" LARGER THAN PIKE HORIZONTAL REINF.
<br />O.D. WRAPPED PIPES SHALL BE WRAPPED
<br />W/ 1/2" FOAM SHEET, (3) LAYERS MINIMUM AT
<br />7. NO HORIZONTAL PIPES ALLOWED
<br />VERTICAL PIPE AND (8) LAYERS MINIMUM AT
<br />THROUGH FOOTING WITHIN Z-0" EACH
<br />HORIZONTAL RIPE,
<br />SIDE OF HOLDOWNS OR STEEL
<br />COLUMNS. NO VERTICAL PIPES
<br />3, WRAPPED AND SLEEVED PIPES SHALL HAVE
<br />ALLOWED IN FOOTINGS AT BRACED
<br />1 112" MIN CLEAR TO REINF STEEL. MINIMUM
<br />FRAMES.
<br />CONCRETE COVER AT PIPES TO BE 3".
<br />8. PROVIDE 18" MIN OF COMPACTED FILL
<br />4, CLEARANCE BETWEEN 'PIKES' TO BE 3d MIN
<br />ABOVE PIPES UP TO 12"o, FOR LARGER
<br />TYP WITH A MAXIMUM OF (8) PIPES PER. 4W"
<br />PIPES INCREASE COMPACTED FILL
<br />GROUPS OF PIPES MAY BE BUNDLED AS
<br />DEPTH V-0" OF FOR EACH 6" INCREASE:
<br />SHOWN EXCEPT IN PAD FOOTINGS.
<br />IN PIPE DIAMETER. OTHERWISE
<br />DRAWN
<br />PROJECT NO.
<br />DEEPEN FOOTING AS SHOWN.
<br />Revision
<br />TJS
<br />1&1207
<br />PIPES TI -IRU FOOTING CHECKED DATE
<br />Jf4n � 1i^lyn TGK 6-26-15
<br />V SCALE SHEET
<br />As Indicated
<br />
|