|
I
<br />m
<br />Z
<br />w
<br />10d @ 4" OC MIN
<br />TYP (3 MIN)
<br />10d@4"OC MIN
<br />TO STIFF BLK CLINCHED
<br />TYP (3 MIN)
<br />IJ BLKG
<br />2x4 STIFF BLK ES OF IJ
<br />1J PER PLAN
<br />CHORDS & WEB AT BLKG
<br />PNL TO BE SAME SIZE
<br />GRADE AS IJ
<br />IJ BLKG ES
<br />IJ PER PLAN
<br />� IJ BLOCKING
<br />IJ PER PLAN
<br />110dTN@6"ocES
<br />l STGR (4 MIN)
<br />SOLID BLKG
<br />_ 10d @ 4" OC ES (3 MIN)
<br />X PLAN 2x4 STIFF BLK ES OF IJ
<br />3/4'= V-0"
<br />SOLID BLKG
<br />MULTI IJ PER PLAN
<br />(3)16d FACE EIV
<br />STAGGERED EA BLK
<br />7114" WIDE SACKER BLKS
<br />AT JOIST OR BM H03R
<br />(3) 16d FACE EN
<br />STAGGERED WEB TO
<br />CENTER BLK EA SIDE
<br />STIFF BLK HGR PER PLAN
<br />BY MFR
<br />CONDITION AT HEADERS
<br />MULTI IJ PER PLAN
<br />5 112" WIDE FILLER
<br />BLOCKS @ 6-0" OC
<br />BETWEEN Us W1(4)
<br />16d EA SIDE
<br />CONDITION FULL LENGTH
<br />MULTI I—JOIST ASSEMBLY
<br />1 1/2'= V-0"
<br />1. [iO_ N(T CUT OR NOTCH FLANGES.
<br />2. QQ NOT CUT HOLES LARGER THAN 11/270 IN CANTILEVERS.
<br />3. HOLE SIZES AND LOCATIONS NOT MEETING THE HOLE GUIDELINES
<br />TO BE VERIFIED BY MANUFACTURER.
<br />4. FOR SIMPLE SPANS AND UNIFORM LOADS A CHALK LINT= CAN BE
<br />USED TO SHOW THE LIMITS WHEREIN HOLES ARE ACCEPTABLE.
<br />ONCE DISTANCE (D) HAS BEEN DETERMINED, THAT DIAMETER HOLE
<br />CAN BE PLACED ANYWHERE WITHIN THE WEB DEPTH (h). _-
<br />5a D = DISTANCE IN FEET FROM CENTERLINE SUPPORT
<br />TO CENTER LINE OF HOLE.
<br />L = BEAM SPAN IN FEET; FROM CENTER LINE SUPPORT
<br />TO CENTER LINE SUPPORT.
<br />o = HOLE DIAMETER IN INCHES.
<br />h = WEB DEPTH IN INCHES.
<br />Dm,N= 3Lo OR 12", WHICHEVER IS GREATER
<br />5h
<br />INCREASE DM,N BY L112 FOR %
<br />CONT SPAN CONDITION I
<br />its
<br />i mg
<br />O
<br />x
<br />MIN SPACING: 2x GREATEST
<br />DIMENSION OF LARGER HOLE
<br />MIN PER NOTE #5
<br />HOLE GUIDELINES
<br />I—JOIST HOLE DETAIL
<br />314" = V-0"
<br />CL !J
<br />4x8 BLK W1
<br />A35 ES EE
<br />IJ
<br />ANGLE BRACE: - -- .
<br />PER13
<br />SIA
<br />S
<br />314" = 1'-0"
<br />A
<br />518" O BOLT @ 48" OC MAX
<br />PER ` '� & 6" MAX FROM EA END
<br />si �S
<br />314" =1'-0"
<br />CMU WALL PER PLAN
<br />PLAN VIEW
<br />NOTES:
<br />1. DO NOT TIE CONDUIT TO REINFORCING.
<br />2. PLACE CONDUIT IN CELLS W/O REINF WHERE POSSIBLE.
<br />WOOD STUD WALL PER PLAN
<br />-1 112" CLR
<br />OF REINF
<br />HORIZ CONDUIT ALLOWED
<br />0 0 f
<br />LL
<br />zo—
<br />tom{
<br />NO CONDUIT IN- 112" CLR MAX CUT CMU FOR ELECTRICAL
<br />LAST CELL ALL AROUND OUTLET BOX - DO? NOT
<br />OVER CUT
<br />��N�IiIT IN t.J�I�
<br />EXPANSION ANCHORS
<br />IN 1,500 psi MINIMUM CMU
<br />ANCHOR
<br />TYPE
<br />R
<br />EFFECTIVE
<br />EMBEDMENT
<br />MINIMUM
<br />SPACING
<br />Smin
<br />MIIVIMU
<br />MINIMU
<br />M ,t,
<br />INSTALL
<br />TORt�U
<br />E FT -LB
<br />,j#
<br />#5
<br />%70
<br />2$r'a"
<br />10'1"O"
<br />#7
<br />3£7
<br />ANGLE BRACE: - -- .
<br />PER13
<br />SIA
<br />S
<br />314" = 1'-0"
<br />A
<br />518" O BOLT @ 48" OC MAX
<br />PER ` '� & 6" MAX FROM EA END
<br />si �S
<br />314" =1'-0"
<br />CMU WALL PER PLAN
<br />PLAN VIEW
<br />NOTES:
<br />1. DO NOT TIE CONDUIT TO REINFORCING.
<br />2. PLACE CONDUIT IN CELLS W/O REINF WHERE POSSIBLE.
<br />WOOD STUD WALL PER PLAN
<br />-1 112" CLR
<br />OF REINF
<br />HORIZ CONDUIT ALLOWED
<br />0 0 f
<br />LL
<br />zo—
<br />tom{
<br />NO CONDUIT IN- 112" CLR MAX CUT CMU FOR ELECTRICAL
<br />LAST CELL ALL AROUND OUTLET BOX - DO? NOT
<br />OVER CUT
<br />��N�IiIT IN t.J�I�
<br />EXPANSION ANCHORS
<br />IN 1,500 psi MINIMUM CMU
<br />ANCHOR
<br />TYPE
<br />ANCHOR
<br />DIAMETER
<br />EFFECTIVE
<br />EMBEDMENT
<br />MINIMUM
<br />SPACING
<br />Smin
<br />MIIVIMU
<br />MINIMU
<br />M ,t,
<br />INSTALL
<br />TORt�U
<br />E FT -LB
<br />,j#
<br />#5
<br />%70
<br />2$r'a"
<br />10'1"O"
<br />#7
<br />3£7
<br />SIMPSON
<br />i 1"0
<br />3'dz"
<br />--
<br />14"
<br />6"
<br />35
<br />W EDGE-ALL/$"o
<br />i
<br />q/�"
<br />17'/x"
<br />2
<br />1 55
<br />MOO
<br />5'✓B"
<br />�21"
<br />_3"
<br />8"
<br />120
<br />NOM "t" MIN
<br />s,o
<br />2y?
<br />8"
<br />6"
<br />15
<br />HILT[ KWIK
<br />%2"0
<br />3°/a"
<br />8"
<br />6"
<br />25
<br />BOLT 3
<br />Al"o
<br />4"
<br />8"
<br />8"
<br />65
<br />1"0
<br />4�"
<br />8"
<br />8"
<br />120
<br />TYP BAR LAP SPLICES EXCEPT
<br />AS NOTED OTHERWISE
<br />TSAR SIZE
<br />LAP SPLICE
<br />#3
<br />19"
<br />34"
<br />,j#
<br />#5
<br />45"
<br />#6
<br />5A"
<br />#7
<br />63"
<br />#8
<br />72"
<br />#9
<br />82"
<br />MIN CLEARANCES OF
<br />REINFORCING STEEL
<br />CMU TO BAR ..... 6618' MIN
<br />BAR TO BAR ....e..2"MIN
<br />1 j
<br />51.1
<br />NOTE: SEE FOR TYPICAL BENDS &
<br />HOOKS IN CMU REINF
<br />(2) #7* TRIM BARS EA FACE
<br />PO
<br />_........... '� .S y:. y. ..
<br />-- EDGE OF CMU
<br />BARS
<br />z �.
<br />1" MIN GROUT
<br />24 BAR DIA'S
<br />2
<br />ALL AROUND
<br />/,--BOLT DIA PER
<br />E%_
<br />* LAP
<br />BOLTS IN
<br />PLANS & DETAILS
<br />CLCR
<br />BOND UNIT TIE TO BOLT
<br />MASONRY -W FORM
<br />D
<br />111111
<br />i
<br />/ - DOWEL W1
<br />2
<br />PER MFR
<br />STD HOOK
<br />AT EACH AB
<br />(VERIFY)
<br />NOM "t" MIN
<br />c7
<br />(VERIFY)
<br />BCT OF FTG
<br />ELEV
<br />BARS LOCATED IN
<br />THE SAME CELL, ON
<br />THE SAME FACE
<br />TYPICAL LAP SPLICES IN MASONRY WALLS
<br />�
<br />314"-1'-0"
<br />�
<br />L
<br />UJ M
<br />--
<br />#4
<br />TO MATCH VERT REINF SPACING
<br />W
<br />TYPICAL HORIZONTAL LINTEL BARS (2) #7 MIN
<br />o
<br />UNO - EXTEND 48" SYND OPNG UNO
<br />Up 11
<br />N
<br />LINTEL UNIT OR SASH UNIT PER DWGS
<br />0 E
<br />1' - 0" `- -
<br />(2) LINTEL BARS MAX PER HORIZONTAL LAVER
<br />121" CMU LINTEL
<br />(2) #7* TRIM BARS EA FACE
<br />PO
<br />_........... '� .S y:. y. ..
<br />NOTES:
<br />1. Install drilled expansion anchors per manufacturer's information and ICC Report instructions.
<br />Special inspection is required per Section 1704 and the requirements of the ICC reports.
<br />Acceptable expansion anchors are: Simpson Wedge all, ICC ESR -1396; Hilii Kwik Bolt 3 Carbon,
<br />2. ICC ESR -1385 or approved equal Sonless speci0acally noted otherwise on drawings.
<br />Contractor to verify minimum edge distances, spacing and thickness are in accordance with
<br />schedule prior to installing anchor and shall consider bolt spacing when selecting anchor type.
<br />3.
<br />When installing drilled -ire anchors in existing CMU, use care and caution to avoid cutting or
<br />damaging the existing reinforcing bars. When reinforcement is present in drilled hole abandon
<br />the hole. Maintain a reasonable clearance between reinforcement and anchor. Fill "abandoned
<br />4. holes with dry pack and finish to match CMU.
<br />Anchors must be installed 1V minimum from head joints.
<br />The special inspector must be on the jobsite continuously during anchor installation to verify
<br />S. anchor type, anchor dimensions, hale cleanliness, embedment depth, concrete type, concrete
<br />compressive strength, drill bit diameter, hole depth, edge distance(s), anchor spacing(s),
<br />6. concrete thickness, and tightening torque.
<br />314" V-0"
<br />3"
<br />PL 314x8xO'%8"
<br />1 112" Wl (4) 5%8"0x8"
<br />TY' / WELDED STUDS
<br />%"O MB LOCATE (1) STUD AT
<br />CENTER OF PIL
<br />\��''
<br />X
<br />,--- LINE OF CMU WALL BEYOND
<br />2x12 FLAT BLK Wl
<br />(103) 10d CLINCHED
<br />ON 2x SIDE
<br />'/"€?J MB AT CL BLK
<br />NOTE:
<br />IF ANGLE BRACE ALIGNS WITH
<br />BEAM OR IJ, DELETE 4x8 & BOLT
<br />THRU DIRECTLY PER ABOVE
<br />#5 x 16L TYP OF (2)
<br />HSS COL PER FLAN
<br />ELEVATION
<br />NOTE: TYPICAL REINF NOT SHOWN FOR CLARITY,
<br />HSS COL AT CMU WALL
<br />344" = 1'-0"
<br />a@ CORNER!
<br />INTERSECTIOI
<br />#7g TRIM BARS EA FACE IN
<br />V4"
<br />'LR
<br />NOTES:
<br />1. * Denotes special lap splice per 1 51.3)J and dowel to match.
<br />2. Grout all cells solid.
<br />3. Use double open blocks TYP. Use single open end units at comers.
<br />4. Brand beam channels shall be 1 112" H min x 3"W rain for low lift construction & 3" H min x 3"
<br />W ruin for high lift construction.
<br />5. High lift construction shall adhere to DSA IR 21-2 and shall be approved prior to the start of
<br />c onstmction.
<br />TYPICAL CMU WALLREINF
<br />314" = 1'-0"
<br />.i
<br />W
<br />00
<br />z:E
<br />8_J en
<br />USE TEMPORARY FORM OR
<br />SINGLE. OPEN END BLOCK
<br />WITH NOTCH FOR INSERT
<br />CMU WALL PER PLAN
<br />TYP VERTS ES JT
<br />RAKE JT Y1" ES
<br />CAULKING ES FOR.
<br />FOR WEATHER TIGHT JT SATS
<br />PREMOLDED CONTROL JT
<br />INSERT
<br />b ,o SMOOTH DOWEL x 3'
<br />MATCH HORIZ REINF SPACING
<br />TYP HORIZ REINF - CUT 50%
<br />i OF BARS AT JT DO NOT CUT
<br />BARS AT TOP OF WALL, OR AT
<br />P VIEW
<br />ROOF OR FLOOR LEVEL
<br />GIV[U WALL CONTROL l EXPANSION JOINT
<br />3i4" - 1'-0"
<br />CONCRETE
<br />OR MASONARY
<br />HEADED
<br />ANCHOR BOLT
<br />EOMENT PER SCHEDULE
<br />MIN CLR FOR GROUT
<br />�- TIE BAR TO AB
<br />-- EDGE OF CMU
<br />z �.
<br />1" MIN GROUT
<br />�T
<br />2
<br />ALL AROUND
<br />/,--BOLT DIA PER
<br />E%_
<br />REINFORCING SET IN
<br />BOLTS IN
<br />PLANS & DETAILS
<br />BOND UNIT TIE TO BOLT
<br />MASONRY -W FORM
<br />11
<br />111111
<br />EMBED PER SCHEIJ
<br />HOLE DEPTH
<br />SL03PE ADD 94 x 12"
<br />PER MFR
<br />— SOLID GROUTED
<br />AT EACH AB
<br />(VERIFY)
<br />NOM "t" MIN
<br />PER SCHED
<br />(VERIFY)
<br />NOTES:
<br />1. Install drilled expansion anchors per manufacturer's information and ICC Report instructions.
<br />Special inspection is required per Section 1704 and the requirements of the ICC reports.
<br />Acceptable expansion anchors are: Simpson Wedge all, ICC ESR -1396; Hilii Kwik Bolt 3 Carbon,
<br />2. ICC ESR -1385 or approved equal Sonless speci0acally noted otherwise on drawings.
<br />Contractor to verify minimum edge distances, spacing and thickness are in accordance with
<br />schedule prior to installing anchor and shall consider bolt spacing when selecting anchor type.
<br />3.
<br />When installing drilled -ire anchors in existing CMU, use care and caution to avoid cutting or
<br />damaging the existing reinforcing bars. When reinforcement is present in drilled hole abandon
<br />the hole. Maintain a reasonable clearance between reinforcement and anchor. Fill "abandoned
<br />4. holes with dry pack and finish to match CMU.
<br />Anchors must be installed 1V minimum from head joints.
<br />The special inspector must be on the jobsite continuously during anchor installation to verify
<br />S. anchor type, anchor dimensions, hale cleanliness, embedment depth, concrete type, concrete
<br />compressive strength, drill bit diameter, hole depth, edge distance(s), anchor spacing(s),
<br />6. concrete thickness, and tightening torque.
<br />314" V-0"
<br />3"
<br />PL 314x8xO'%8"
<br />1 112" Wl (4) 5%8"0x8"
<br />TY' / WELDED STUDS
<br />%"O MB LOCATE (1) STUD AT
<br />CENTER OF PIL
<br />\��''
<br />X
<br />,--- LINE OF CMU WALL BEYOND
<br />2x12 FLAT BLK Wl
<br />(103) 10d CLINCHED
<br />ON 2x SIDE
<br />'/"€?J MB AT CL BLK
<br />NOTE:
<br />IF ANGLE BRACE ALIGNS WITH
<br />BEAM OR IJ, DELETE 4x8 & BOLT
<br />THRU DIRECTLY PER ABOVE
<br />#5 x 16L TYP OF (2)
<br />HSS COL PER FLAN
<br />ELEVATION
<br />NOTE: TYPICAL REINF NOT SHOWN FOR CLARITY,
<br />HSS COL AT CMU WALL
<br />344" = 1'-0"
<br />a@ CORNER!
<br />INTERSECTIOI
<br />#7g TRIM BARS EA FACE IN
<br />V4"
<br />'LR
<br />NOTES:
<br />1. * Denotes special lap splice per 1 51.3)J and dowel to match.
<br />2. Grout all cells solid.
<br />3. Use double open blocks TYP. Use single open end units at comers.
<br />4. Brand beam channels shall be 1 112" H min x 3"W rain for low lift construction & 3" H min x 3"
<br />W ruin for high lift construction.
<br />5. High lift construction shall adhere to DSA IR 21-2 and shall be approved prior to the start of
<br />c onstmction.
<br />TYPICAL CMU WALLREINF
<br />314" = 1'-0"
<br />.i
<br />W
<br />00
<br />z:E
<br />8_J en
<br />USE TEMPORARY FORM OR
<br />SINGLE. OPEN END BLOCK
<br />WITH NOTCH FOR INSERT
<br />CMU WALL PER PLAN
<br />TYP VERTS ES JT
<br />RAKE JT Y1" ES
<br />CAULKING ES FOR.
<br />FOR WEATHER TIGHT JT SATS
<br />PREMOLDED CONTROL JT
<br />INSERT
<br />b ,o SMOOTH DOWEL x 3'
<br />MATCH HORIZ REINF SPACING
<br />TYP HORIZ REINF - CUT 50%
<br />i OF BARS AT JT DO NOT CUT
<br />BARS AT TOP OF WALL, OR AT
<br />P VIEW
<br />ROOF OR FLOOR LEVEL
<br />GIV[U WALL CONTROL l EXPANSION JOINT
<br />3i4" - 1'-0"
<br />CONCRETE
<br />OR MASONARY
<br />HEADED
<br />ANCHOR BOLT
<br />EOMENT PER SCHEDULE
<br />MIN CLR FOR GROUT
<br />�- TIE BAR TO AB
<br />r CMU WALL
<br />EMBEDMENT
<br />12" CMU WALL
<br />EMBEDMENT
<br />1" MIN GROUT
<br />ADDL. HORIZ.
<br />ALL AROUND
<br />REINFORCING SET IN
<br />BOLTS IN
<br />BOND UNIT TIE TO BOLT
<br />MASONRY -W FORM
<br />INHERE BOLTS ARE ON
<br />AS REQ®
<br />SL03PE ADD 94 x 12"
<br />AT EACH AB
<br />r CMU WALL
<br />EMBEDMENT
<br />12" CMU WALL
<br />EMBEDMENT
<br />NOTE:
<br />1. USE TEMPLATE TO SET ALL BOLTS.
<br />2. EMBEDMENT TOLERANCE IS ±1/2"AND AS REQUIRED FOR CLEARANCE TO CMU.
<br />3. AE's SMALL PROJECT NOT LESS THAN 1/4" OR MORE THAN 1" BYND NUT. REMOVE
<br />EXCESS THREADS WHERE NUT IS TO BE COUNTERSUNK FLUSH
<br />BOLT EMBEDMENT SCHEDULE
<br />Aindel*Son
<br />650 University Ave., Suite TIO
<br />tructu �� l Sacramento, GR 95825
<br />Phone: (916) 514-9109
<br />Gir^U ASG Project No. 15016
<br />Copyright 0 2016 Rainforth Orau Architects. Al rights reserved. Reproduction of these plans, either in whole or in part, including any form
<br />of copying andior preparation of derivative words thereof, for any reason without prior written perrrr ssion, is strictly prohibited.
<br />DSA SE
<br />File No. 39-53 -- -
<br />IDENTIFICATION STAMP� AAD �f
<br />DIV. OF THE STATE ARCHITECT
<br />ew
<br />02- 114490 1 ce- N0. s�_2910 i
<br />AC FLS 55 '` 1P h'fiC T
<br />_ I OF CAL
<br />DRAWN
<br />Revision TJS
<br />CHECKED
<br />TGK
<br />SCALE
<br />As indicated
<br />PROJECT NO.
<br />15-1207
<br />DATE
<br />6-26-15
<br />SHEET
<br />S13
<br />
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