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<br />CFS STUD WALL, REF PLAN
<br />CONT STEEL TRACK WITHCONC CURD WITH (1) #4 CONT
<br />5/0" DIA AB AT 40" OC WITH 7" ( ( (2) #4 CONT AT TOP
<br />EMBED. PROVIDE 3116x3" SO I
<br />PL WASHERS UNDER NUTS I 6" ( DOWEL SLAB REINF AS SHOWN
<br />CONCRETE SLAB ON GRADE,
<br />REF PLAN FOR SIZE AND REINF
<br />EXTERIOR GRADE OR� —
<br />SLAB, REF ARCH AND CIVILUj
<br />ry
<br />W
<br />- J 2
<br />1
<br />�1
<br />KEYED (OR
<br />ROUGHENED) JOINT
<br />lof
<br />FOUNDATION DRAIN, -
<br />REF GEOTECH
<br />#4 DOWELS AT 24" OC 3" CLR
<br />(ALT HOOKS) REF PLAN FOR FOOTING
<br />SIZE AND REINF
<br />STEEL STUD WALL TO FOUNDATION
<br />CONCRETE SHEAR WALL
<br />VERT REINF, REF
<br />PLAN TO DE
<br />(CENTERED IN WALL)
<br />HORIZ
<br />REINF,
<br />REF PLAN
<br />CONC HEA WALL W/ REINF AT CL - PLAN `,VIEW
<br />111 m 9-f-g 99 a75.01 119 1 Poll
<br />�j 1 1/2" 1 1/2"
<br />TYP TYP
<br />CI 0
<br />1/4
<br />SECTION
<br />LISS COLUMN,
<br />REF PLAN
<br />BASE PLATE,
<br />REF SCHEDULE
<br />1/2" ISOLATION JOINT WI
<br />ROUND OR I ( PRE -MOLDED JOINT
<br />SQUARE
<br />BLOCK OUT FA FILLER (TYP)
<br />I I
<br />2"/- NON SHRINK GROUT
<br />CONCRETE SLAB ON I I 6" MIN THREADED
<br />GRADE, REF PLAN FOR I I PROJECTION, TYP
<br />SIZE AND REINF I
<br />1
<br />1
<br />4
<br />MIN
<br />"J;�
<br />w<., s� a .u.
<br />LEVELING NUT AS EMBED, 31
<br />REQUIRED, TYP REF PLAN
<br />I
<br />REF PLAN FOR FOOTING SIZE AND REINF CLR
<br />INTERIOR US COLUMN TO FOOTING -_
<br />(E) CONCRETE
<br />SLAB
<br />3/4" e 1 #-Oiv
<br />(N) 5 1/2" CONCRETE
<br />f10"OC
<br />:;H WAY
<br />19
<br />35.02
<br />(2) #5 CONT AT TOP
<br />HORIZ REINF EACH FACE.
<br />0 >_ REF WALL ELEVATIONS AND
<br />° SCHED
<br />VERT REINF EACH FACE,
<br />REF WALL ELEVATIONS 2'
<br />AND SCHED
<br />111
<br />l i STUD WALL W/
<br />FINISHES REF ARCH I
<br />I 4 x 30" x 30" AT 12" OC I�J,
<br />ry
<br />1
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<br />O
<br />SUMP PIT (VERIFY SIZE AND J KEYED (OR
<br />LOCATION W/ ELEVATOR MANUF m ROUGHENED)
<br />PRIOR TO CASTING CONCRETE) III JOINT
<br />C) 's
<br />E I EO 1" GALVANIZED d
<br />GRATING AT SUMP W
<br />(150 PSF RATED) ;� 9
<br />-- X
<br />GALV L1 1/2xl 1/2xl/4 x CONT �
<br />fi AROUND SUMP WI 1/2" DIA x 4" D REF PLAN
<br />CD z
<br />0,I $" ¢100 STUDS (2) EA SIDE AT 9" OC LO
<br />#a AT 12" OC .�
<br />WAY, (TYP) #5
<br />X fl
<br />REF PLAN, _j (3) 5 EA WAY
<br />#5 AT 12„ OC _ c> 61, 6,"
<br />DOWEL VERT REINF EACH WAY 3 -
<br />INTO BOT REINF MAT
<br />sra _j
<br />6 L6'"X"
<br />FOOTING SUBGRADE,
<br />REF GEOTECH
<br />#4 x CONT
<br />CONCRETE SLAB ON 0 BARS TO MATCH SLAB
<br />GRADE, REF PLAN FOR REINNFORCING, TYP
<br />SIZE AND REINF
<br />SLAB STEPS
<br />111 e 1 § f�9t
<br />BASE PLATE
<br />1 1/2"NON-SHRINK
<br />GROUT
<br />TOP OF CONCRETE
<br />CONCRETE
<br />6
<br />GARS TO MATCH TERMINATE UPPER
<br />SLAB REBAR W/ STD
<br />SLAB
<br />REINFORCING, TYP 90 DEG HOOK
<br />STD LAP
<br />4 a y
<br />SLAB THICKNESS
<br />STD LAP
<br />STD LAP
<br />HEADED JAMB SINGLE
<br />NUTTED NUTTED
<br />TACK WELD (4)
<br />PLACES TOTAL
<br />3" MIN CLR TO BOTTOM
<br />OF CONCRETE TYP
<br />NOTES:
<br />1. ANCHOR BOLTS TO BE ASTM F1554 GRADE 36, UNO.
<br />2. NUTS FOR ANCHOR RODS SHALL BE STANDARD HEX NUTS TYPE ASTM A563®A.
<br />3. WASHER FOR ANCHOR RODS SHALL BE ASTM F436. PROVIDE WASHER BETWEEN
<br />ALL NUTS AND BASE PL's.
<br />4. ALL ANCHOR ROD EMBEDDED ENDS SHALL BE ONE OF THE FOLLOWING (REF
<br />ABOVE):
<br />a. HEADED
<br />b. JAMB NUTTED (DOUBLE NUTTED)
<br />C. SINGLE NUTTED (TACK WELD IN (4) LOCATIONS TO SECURE NUT IN PLACE)
<br />5. ALL HOLES IN BASE PLATES SHALL BE ANCHOR ROD DIAMETER + 3/16" MAXIMUM.
<br />6. ANCHOR RODS, NUTS AND WASHERS PERMANENTLY EXPOSED TO WEATHER
<br />SHALL BE HOT -DIPPED GALVANIZED.
<br />ANCHOR ROD EMBEDMENT DETAIL
<br />STOREFRONT OR
<br />CURTAIN WALL
<br />SYSTEM, REF ARCH
<br />3/4 CHAMFER, TYP
<br />EXTERIOR SLAB, REF
<br />ARCH AND CIVIL
<br />B
<br />CONC CURB WITH
<br />(1) #4 CONT
<br />(2) #4 CONT
<br />DOWEL SLAB REINF
<br />AS SHOWN
<br />CONCRETE SLAB ON
<br />GRADE, REF PLAN
<br />FOR SIZE AND REINF
<br />##4 DOWELS AT 16" OC
<br />2 (ALT HOOKS)
<br />0" MIN KEYED (OR
<br />ROUGHENED) JOINT
<br />ce
<br />r�
<br />FOUNDATION DRAIN,
<br />REF GEOTECH CLR
<br />REF PLAN FOR FOOTING
<br />SIZE AND REINF
<br />EXTERIOR WALL AT FOUNDATION ® AT DOOR !MAY'
<br />lit o 1 1=g'g41
<br />90 DEG AND 1-35 DEG STIRRUP
<br />12d FOR6,7,0
<br />6d FOR ##3,4,5
<br />—
<br />V
<br />0 0
<br />4<
<br />Z
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<br />T
<br />90 DEG
<br />135 DEG
<br />STIRRUP
<br />(TIES SIMILAR STIRRUP AND TIE 1I®OK
<br />DIMENSIONS
<br />ALL GRADES OF STEEL
<br />BAR
<br />SAE
<br />D (IN)
<br />90 DEG
<br />HOOK (IN
<br />135 DEG HOOK (IN)
<br />A OR G
<br />A OR G
<br />APPROX.)
<br />1 1 /2
<br />0-4
<br />4 1 /4
<br />3
<br />5
<br />2
<br />0-4 1/2
<br />4 1/2
<br />3
<br />2 1/2
<br />0-6
<br />5 1/2
<br />3 314
<br />135 DEG SEISMIC STIRRUP / TIE HOOKS
<br />0
<br />0 0
<br />iii
<br />�,,�
<br />�0
<br />Fn
<br />QM
<br />�_
<br />135 DEG
<br />135 DEG SEISMIC STIRRUP / TIE HOOKS
<br />ALL GRADES
<br />OF STEEL
<br />BAR
<br />SIDE
<br />D (IN)
<br />135 DEG HOOK (IN)
<br />A OR G
<br />H
<br />(AP P ROX)
<br />#3
<br />1 1 /2
<br />4 1 /4
<br />3
<br />##4
<br />2
<br />4112
<br />3
<br />#5
<br />2 1/2
<br />5 1/2
<br />3 3/4
<br />RECOMMENDED END HOOKS
<br />ALL GRADES OF STEEL
<br />D FINISHED BEND DIAMETER
<br />DETAILING HOOK
<br />DETAILING DWENSIONA OR G
<br />DIMENSION
<br />4d OR
<br />2 1/2" MIN
<br />_ 100 DEG
<br />90 DEG O ---�
<br />REBAR HOOK DETAILS
<br />/ 11 1 1-01.1
<br />STD LAP
<br />HF
<br />100 DEG HOOKS,
<br />HOOKS
<br />BAR
<br />FT - IN.
<br />D (IN)
<br />SIZE
<br />A OR G
<br />J
<br />A OR G
<br />#3
<br />f 1/4
<br />0=5
<br />0=3
<br />0-6
<br />##4
<br />3
<br />0-6
<br />0-4
<br />0=0
<br />##5
<br />3 3/4
<br />0-7
<br />0-5
<br />0-10
<br />6
<br />4 1/2
<br />0-0
<br />0-6
<br />1-0
<br />#7
<br />5 1 /4
<br />0-10
<br />0-7
<br />1-2
<br />#0
<br />6
<br />0-11
<br />0-0
<br />1-4
<br />#9
<br />9 1 /2
<br />1-3
<br />0-11 3/4
<br />1-7
<br />#10
<br />10 3/4
<br />1-5
<br />1-1 114
<br />1-10
<br />#11
<br />12
<br />1-7
<br />1 _2 3/4
<br />2-0
<br />#12
<br />10 1/4
<br />2-3
<br />1-9 314
<br />2-7
<br />NOTE:
<br />DO NOT SLOPE FOOTINGS
<br />UNDER ANY CONDITIONS.
<br />STEPPED FOOTING -
<br />1'-6" MIN
<br />1/6" x 1" SAW JOINT, SAW AS SOON AS CL CONTROL
<br />CONC WILL SUPPORT WEIGHT OF JOINT
<br />MACHINE WITHOUT MARRING THE
<br />SURFACE, FILL JOINT WI JOINT FILLER,
<br />APPLY ACCORDING TO
<br />MANUFACTURER'S
<br />RECOMMENDATIONS.
<br />CONTR�Q,L JOINT
<br />CONSTRUCTION
<br />JOINT
<br />1�
<br />1 --
<br />0' 6" Q' - 6"
<br />CONSTRUCTION JOINT
<br />NOTES.
<br />CONTRACTOR MAY USE EITHER
<br />CONTROL JOINTS OR CONSTRUCTION
<br />JOINTS AT LOCATIONS INDICATED ON
<br />PLANS.
<br />SLAB JOINTS -
<br />119 = if —Off
<br />REBARS TO MATCH
<br />LONG
<br />FOOTING BARS
<br />CUT EVERY OTHER BAR
<br />TRANSVERSE TO JOINT PRIOR
<br />TO CONCRETE PLACEMENT
<br />CONCRETE SLAB ON GRADE,
<br />REF PLAN FOR SIZE AND REINF
<br />CIA
<br />COMPACTED SUBGRADE,
<br />REF GEOTECH
<br />RECOMMENDATION
<br />1/2" DIA x 36" SMOOTH DOWEL
<br />AT 24" OC GREASE OR WRAP
<br />ONE END OF EACH DOWEL
<br />�1
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<br />9 "t.,.� _L
<br />Otak
<br />Otak Architects, Inc.
<br />800 SW Third Avenue, Ste 000
<br />Portland, OR 97204
<br />503,287.6825
<br />www.otak.com
<br />Ij
<br />----------------
<br />1
<br />,^
<br />PROELICH
<br />ENGINEERS
<br />17700 SW Upper Boones Ferry Rd.
<br />Suite #115
<br />Portland, Oregon 97224
<br />Once: (503) 624-7005
<br />Portland, OR. I Bend, OR. I Denver, CO.
<br />troelich-engineer-s.corn I FE;# 19-T172
<br />CONSULTANT
<br />0
<br />Uj
<br />Oct
<br />0
<br />(
<br />00
<br />TITLE
<br />DATE DESCRI
<br />II
<br />0
<br />L -
<br />PTION
<br />REVISIONS
<br />Author Checker
<br />DRAWN BY CHECK BY
<br />100% ISSUE SET/BID SET
<br />STATUS
<br />04/17/2020
<br />DATE
<br />328801
<br />PROJECT NUMBER
<br />S1
<br />0 1
<br />0 2020 OTAK, INC.
<br />If this drawing is not 24" x 36", it has been
<br />reduced/enlarged. Scale accordingly.
<br />
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