|
(2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12
<br />(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
<br />ROOF PITCH 4:12 OR LESS.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24- O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />12 TRUSS (SEE UPLIFT SCHED.) W/
<br />FY �P) VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />/-SHINGLE ROOF
<br />7/16" 0 S B. MIN. SEE ROOF
<br />NAILIN6 'SCHEDULE ON SHT.
<br />SN1 ELEV. VARIES/Ali-'\
<br />INSULATION BAFFLE
<br />ALUMINUM DRIP
<br />EDGE
<br />5/8"OR 1/2" HIGH
<br />LUMINUM FASCIA
<br />STRENGTH CEILING
<br />12"
<br />N.O. 2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />EE SOFFIT
<br />W/A HABITABLE ROOM
<br />ZZI
<br />SHEET
<br />ABOVE) W/DRYWALL
<br />8"x8"X16" KNOCK -OUT
<br />SCREWS @ 7" O.C.
<br />BLOCK W/ 1#5 CONT.
<br />CEILING & 8" O.C. WALLS
<br />FILLED SOLID W/GROUT
<br />INSULATION ER
<br />CHART ON F R
<br />8" C.M.U. TYPICAL
<br />PLAN
<br />1x2 P.T. HO I NTAL
<br />TYPE"S"MORTAR
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL)
<br />ARCHITECTURAL
<br />--------FINISH
<br />1 x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD--'-'--'-
<br />-
<br />(1) #5 VERT. IN FILL CELLS
<br />U.N.O.
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />3 1/4" BASEBOARD
<br />MIN. 2500 PSI CONC. SLAB
<br />w
<br />CL
<br />MIN PSI MAY VARY PER
<br />MUNICIPALITY.
<br />04
<br />4"x4" INSPECTION PORT AT
<br />CONCRETE SLAB W/ 6X6
<br />EACH FILLED CELL TYPICAL
<br />W1.4XW1.4 WWF OR
<br />AT GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />00 z
<br />0?
<br />6 MIL VAPOR
<br />;2�
<br />BARRIER
<br />2
<br />4
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR
<br />ASTM D1557)--J
<br />4"to 6" BELOW GRADE
<br />(2) #5 REBAR CONT
<br />3" MIN.
<br />CLR.
<br />ON 3- CHAIRS TW
<br />V-4" (11 STORY)
<br />STD. 90 HOOK
<br />U.N.O.
<br />4-
<br />V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />1\�'Ll
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6- BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14" O.H.D. RECESS
<br />PAVERS-\ ;t
<br />-A- -Ir
<br />J A . . . . . . - I I
<br />-TT-. I
<br />I E=
<br />:d.. :4" 60
<br />I r
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. CLEARANCE
<br />1:� V-8- (11 STORY W/ DEPRESSED SLAB OPT.)
<br />8:: (1 STORI
<br />1 (2 STOR
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR S C A L E: N. T. S. \,"S 3
<br />ADDITIONAL INFORMATION.
<br />2x #2 SPF STUDS -
<br />@ 16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE--\
<br />(2) #5 CONT. ON 3"
<br />CHAIRS (TYP.)
<br />A
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />112" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAIRCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />4 AW M I=
<br />1 8" 1 - 1`4"'_ ''L ""-_
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLTINFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (110) 1 Od NAILS
<br />TYP.
<br />MONO OR STEMWALL-
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />C0
<br />ELEV. Y-O"
<br />4 A.F.F.
<br />u
<br />-4 4- z
<br />ELEV. 4-3 1/2"
<br />4 4 4
<br />T7�/A
<br />.4 4 r
<br />A'... 4 ''A A.F.F. 0
<br />4
<br />2X4 CON LL
<br />4
<br />-4
<br />. I -- A A C14
<br />A'. 4
<br />GARAGE DEPTH VARIES
<br />A
<br />4
<br />4
<br />.GARAGE SLAB AT STEP rB
<br />SCALE: 3/4"=V-0" � S3
<br />5/8"OR 1/2" HIGH STRENGTH '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X"@ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) `SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS.
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />1/2"CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0- (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS
<br />2-0/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE
<br />@ 24" O.C.) 211 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />31/2" MIN.
<br />"Lu= 1�_l
<br />'IL 1/2 Imin.
<br />'(mi y 4-
<br />00
<br />11 1/2"(min.) 4".,
<br />L
<br />-1L1L=W
<br />(2) #5 CONT.
<br />4"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL 0 STEP 0 SHEARWALL
<br />"SHEAR WALL" SCAI-E: 3/4"=V-0"
<br />N�
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR Y8"GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />G
<br />S
<br />Y
<br />B
<br />RE
<br />T
<br />B
<br />N
<br />Y
<br />L
<br />G
<br />P
<br />E
<br />E
<br />T
<br />RO
<br />X'
<br />S.P.F. DOUBLE 0 4@M/,
<br />TOP PLATE
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12) 10d NAILS U.N.O.
<br />5/8"o x 10" "J" BOLT @ 24" O.C. w/ ,,-2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"*x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0- (R302.1 1)
<br />(ALT: 1/2"xl2"TITEN HD @ 24"
<br />O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />@ 24' O.C.)
<br />"SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (110) 1 Od NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />R
<br />(T
<br />2
<br />Y
<br />ANCHOR
<br />N ONLY
<br />To THE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT Z,2x P.T. BOTTOM PLATE
<br />ATTACHMENTS 2" 6 x 6 W1.4 x W1.4
<br />c3 1/2- MIN. WWF OR FIBERMESH
<br />ff"' -,v...
<br />J L
<br />1 2"(min.)- 4"
<br />oo
<br />4".:
<br />3 1 2"(mil �n_"
<br />157
<br />(2) #5 CONT. 4" 8.
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP rc C
<br />SCALE: 3/4"=V-0" ��3�
<br />00
<br />11 1/2"(min.) 4".,
<br />L
<br />-1L1L=W
<br />(2) #5 CONT.
<br />4"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL 0 STEP 0 SHEARWALL
<br />"SHEAR WALL" SCAI-E: 3/4"=V-0"
<br />N�
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR Y8"GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />G
<br />S
<br />Y
<br />B
<br />RE
<br />T
<br />B
<br />N
<br />Y
<br />L
<br />G
<br />P
<br />E
<br />E
<br />T
<br />RO
<br />X'
<br />S.P.F. DOUBLE 0 4@M/,
<br />TOP PLATE
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12) 10d NAILS U.N.O.
<br />5/8"o x 10" "J" BOLT @ 24" O.C. w/ ,,-2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"*x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0- (R302.1 1)
<br />(ALT: 1/2"xl2"TITEN HD @ 24"
<br />O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />@ 24' O.C.)
<br />"SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (110) 1 Od NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />R
<br />(T
<br />2
<br />Y
<br />ANCHOR
<br />N ONLY
<br />To THE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT Z,2x P.T. BOTTOM PLATE
<br />ATTACHMENTS 2" 6 x 6 W1.4 x W1.4
<br />c3 1/2- MIN. WWF OR FIBERMESH
<br />ff"' -,v...
<br />J L
<br />1 2"(min.)- 4"
<br />oo
<br />4".:
<br />3 1 2"(mil �n_"
<br />157
<br />(2) #5 CONT. 4" 8.
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP rc C
<br />SCALE: 3/4"=V-0" ��3�
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4- O/C
<br />gr
<br />2x S.P.F.
<br />S S @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />,�2x
<br />INSULATION PER FBC AND ENERGY
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />j 1 "x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />'IT
<br />cli
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"x6'"J"BOLTS BOLT
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 W/ (10) 10d NAILS @ EA. STUD
<br />(6) 1/4"x3 1/4"TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE
<br />20' MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />SPACED EVENLY
<br />FIBERMESH
<br />2x P.T. PLATE
<br />-1 WEEP SCREED INSTALLED
<br />BAR
<br />'��#3
<br />ASSUMED FINISHED
<br />C! PER MFR INSTRUCTIONS
<br />E
<br />OR #4 REINFORCING BAR
<br />f . . . . .
<br />Ll 1�=,I I 1=1 I -
<br />FINISH GRADE �O
<br />�GRADE
<br />GRADE 40 MIN. Fy= 4�0ksi
<br />#3 & #4 LAP SPLICE F 60ksj]
<br />I [GRADE 60 MIN. Fy=
<br />25"MIN. LAP PO' MIN. LAP]
<br />;w.r-
<br />t -
<br />t>. 9p 00 OP MUCK' X X - Rk 7�2�
<br />A t> 6 MIL VAPOR BARRIEff M-77= R 17/8-
<br />I-IM im CN
<br />-I I EI I - #5 REINFORCING BAR
<br />z
<br />#5 LAP SPLICE
<br />I I r7l 36" MIN. LAP [36" MIN. LAPI
<br />UUW. OUIL. (UUWAL, I tU I U
<br />g � I 1=1 I
<br />95% MODIFIED PROCTOR ASTM
<br />D 1557)
<br />T�
<br />. H � - ME, -, j I E _r__ 1 411 .4"
<br />FRAME WALL TO C.M.U. WAL L C ONNECTI ON TYPICAL EXTERIOR FRAME WALL FOOTING
<br />(Zf=1= TVP Whi I QF=rT1r)N POP AM)ITIOW1 SCALE: 3/4"=V-0" SEE TYP WAI I _-,F=r-T1r)K1 r:r)p AnniTir)MAI SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"�, z A. GRADE
<br />00 r=- E I I I EW 7=1�. LIE �;t L F, I I F=-,
<br />I I "_ 51, -if .:FIMFI IMF, 10F,
<br />(1) #5 REBAR w/ OPT.
<br />.It F
<br />f I=r.1 I :NCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE LL
<br />SCALE: 3/4"=V-0" � S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT I
<br />13"
<br />TO.H.D. RECESS
<br />cli 4
<br />V)
<br />"tr
<br />0
<br />4"
<br />zi
<br />Ir
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. T' MIN. CLEARANCE
<br />114"(11 STORY)
<br />V-8" (2 STqRY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0101, CONT. BEAD SEALM
<br />INTERIOR
<br />4. -4-
<br />'ONCRETE NAILS W 11/2
<br />�MBEDMENT @ 12" O.C.
<br />;TAGGERED, FROM BOTTOM
<br />'LATE TO CONCRETE
<br />MIN. SHEAR 180# MIN.
<br />'ENSION 120#) CONCRETE SLAB-_,
<br />OP
<br />CO 6 MIL VAPOR
<br />BARRIER
<br />2X STUDS @ 24- O.C. U.N.O.
<br />GARAGE
<br />1/2"GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />--INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />14" 14" 1
<br />INTERIOR WALL SLAB STEP NON-BRG . rK
<br />SCALE: 3/4"=V-0" � S3
<br />1 60 see
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />1 Od NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />CL
<br />w
<br />:5 1 1Rq1D
<br />w
<br />co 7�:_ �ffl I I I Irl N1=4
<br />_#B_U�F PLIUL REBAR DETAILS rF
<br />SCALE: N.T.S. � �3
<br />FRAME -DOWN FALSE BEAM w/ (3) EE PLAN
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN
<br />AT 24" O.C. MAX. FORTRUSS
<br />SEE PLAN FOR /-6 CONNECTION INFO
<br />TOP OF BEAM NV & LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />4 P.T.
<br />PLATE
<br />7/16"
<br />O.S.B.
<br />COLUMN LOCATION
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16"O.S.B. SHEATHING
<br />z ATTACHED PER NAILING
<br />0
<br />�LJ SCHEDULE
<br />Cr
<br />> SEE PLAN FOR STRUCTURAL
<br />_j
<br />ui COLUMN SIZE AND BASE
<br />w
<br />w CONNECTION INFO.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS AT 8"
<br />COLUMN TO PORCH SILL O.C.
<br />A17ACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM TRIM PER PLAN
<br />ATTACHMENTS L
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />n, r%., r1ki rl rl _j_ COMMUNITY SPECS
<br />SCALE: 3/4"=V-0"
<br />SEP 0 8 2
<br />VlnrL)AL R, 'T
<br />v Ass;si tic.
<br />Gr" -;'' ` d api-roved
<br />for coryjp� ?-
<br />�iance vith aiL-,�0"Ir
<br />I..,) F.r)(-. 7th
<br />Edition by Debra t'\'I'ahr PX2300
<br />x K NG HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10-4- (R302.1 1)
<br />-1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />9
<br />A I I Min =�, IV
<br />(2) #5 CONT.--T
<br />ON 3"CHAIRS
<br />(TYP.)
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=V-0" ���3
<br />1 1/2" RECESS FOR x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />A
<br />F
<br />4
<br />4 C-4
<br />4
<br />A
<br />00
<br />4s E
<br />Tp� - A
<br />7
<br />T
<br />SEE A/S3/J/S6 8"
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS (cD G.D.
<br />SCALE: 3/4"=V-0" �3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL _71
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL MAT REINFO
<br />Cl)
<br />00
<br />1 711 r=_11 11
<br />a A. 4!D
<br />Z m D r w
<br />uj 0
<br />LAj Lu 0
<br />0 LLI U) x z
<br />0 0 01
<br />LL 0 4
<br />CO
<br />uj
<br />TING --J
<br />"_FOO 0
<br />EW
<br />IIL
<br />1112±11., BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
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<br />9
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<br />(2) #5 CONT.--T
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<br />SLAB STEP & RECESS (cD G.D.
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<br />MASONRY WALL AND
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<br />x K NG HORIZONTALLY@
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<br />(2) #5 CONT.--T
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<br />MASONRY WALL AND
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<br />x K NG HORIZONTALLY@
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<br />9
<br />A I I Min =�, IV
<br />(2) #5 CONT.--T
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<br />MASONRY WALL AND
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