|
�ili muns nu
<br />8"x8"x16" NOMINAL BLOCK WITH
<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. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />STUD BELOW
<br />5/8„OR 1/2 HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />a „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />.) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w!
<br />2"x EQUAL) STUDS
<br />(1) ROW 2x BLOCKING @MID
<br />(12)10d NAILS S.P.F. (OR @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12)10d NAILS U.N.O.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'4'. (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />- J
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />\l
<br />SHEATHING REQ'D. FOR ALL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6".
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />2"x3/16" PLATE WASHER (TYP.) WALL HGT, < 8'-6". (2) ROWS 2x BLOCKING
<br />(ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />APPLICABLE.
<br />3/8" MORTAR BETWEEN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />@ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN
<br />"SIMILAR
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10)10d NAILS
<br />AT FOUNDATION ONLY"
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />fF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />(1) LAYER TYPE II (#30)
<br />2 #5 CONT. ON 3"
<br />O 6 x 6 W1.4 x W1.4 r
<br />�-
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />1/2 �� �� ��
<br />TITEN HD 24 O.C. 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM
<br />UNDERLAYMENT FOR ROOF
<br />CHAIRS (TYP.) WWF OR FIBERMESH "
<br />"' ELEV. 0'-0"
<br />OIL
<br />(ALT: x12 @
<br />OR 5/8"x10' WEDGE ANCHOR @ 24"
<br />PLATE
<br />INCLUDE THE WALL
<br />PITCH > 4:12
<br />A.F. F
<br />O 2„ x 6 W1.4 x W1.4
<br />C.)
<br />ATTACHMENTS 2„ 6 x 6 W1.4 x W1.4
<br />H
<br />, °
<br />(2) LAYERS TYPE I OR TYPE 11
<br />°
<br />° °
<br />a
<br />WWF OR FIBERMESH
<br />WWF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />o _ -
<br />- 1-I I I=11-1 m ° I=1 I H 1 I=I I =
<br />I_I
<br />° ° ° ° ° ° 4 ° z
<br />ELEV. 4-3 1/2'
<br />�31/2"MIN.
<br />�31/2"MIN.
<br />'
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 0R LESS.
<br />I I=I I I=I I I I L1=1=1 I=
<br />I I=I I I I=III=I'
<br />° a ° ° a
<br />n �n ° ° ° ° ` ° n o
<br />--
<br />REQUIREMENTS SEE R905. PRE ENGINEERED WOOD
<br />=
<br />I I -I L I III �I=) ° - - I
<br />° A.F.F
<br />° ° ° ° 2x4 CONT. ° °
<br />°
<br />b -'31/2"(min.)- 4"
<br />° I �_
<br />TRUSS @ 24" O.C. U.N.O,
<br />12
<br />_
<br />I- - - _- - '
<br />_,I11=1 -1 I = I H I
<br />-I I III-1 l lI I =1 I I I L� 1111=! I
<br />I"
<br />a ° ° g a
<br />I I° ° ' ° n ° a N
<br />° ° °
<br />- D
<br />o „ - - _- ° =I 1=L_I-
<br />31/2 (min.) - 4 I 1=I I -I 1 III -I I1-
<br />_
<br />D °
<br />„ - - - I-
<br />3 (min.) - 4" =I I=I I
<br />HURRICANE ANCHOR @ EACH
<br />P.) VARIES TRUSS (SEE UPLIFT scHED.} wi
<br />ZTTY
<br />-I I =1 I I=I I �I I I-III-j-I I=1 I I= I
<br />' i _i I I-ITi I i
<br />g,� � ! - Ign
<br />a ° a
<br />GARAGE DEPTH VARIES a
<br />- _ _
<br />III- I -III
<br />_I I IL -I I1-1 1 I 1 1l=� I
<br />-
<br />-, -III=1 I=1 I'
<br />-I I� 1 I I III= I I=III=I I I i III,
<br />METAL PL. UNDER EA. TRUSS
<br />a ° ° ° °
<br />g
<br />I- ,
<br />►1, ;,III, ;,I I ;�I I I-
<br />I I- I_, �-I I
<br />I r 4'
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />„
<br />(2) #5 CONT. 4 1.4 g
<br />(2) #5 CONT. 4 4 $"
<br />U.N.O. MIN.
<br />INSULATION LE SHINGLE ROOF
<br />MIN.SHEARWALL
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />K
<br />TYPICAL BEARING WALL STEP C
<br />TYPICAL BEARING WALL @ STEPKCC
<br />NAILING SCHEDULE ON SHT,
<br />SEE TYP. WALL SECTION SCALE: 3/4 -1 0
<br />„= '- „ S3
<br />SCALE: 3/4 -1 0
<br />S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL BLAB
<br />INFORMATION.
<br />-
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />coN��NooUs4,i
<br />sEcoR�
<br />BOARD PER CODE (OR 518"
<br />ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />e
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />12" 2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />ABOVE) WlDRYWALL
<br />•N•p•
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />f.
<br />SCREWS @ 7" O.C.
<br />EE SOFFIT
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />ROW 2x BLOCKING MID HGT.
<br />CEILING & 8 O.C. WALLS
<br />SHEET
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />coN
<br />(1) @
<br />FOR WALL
<br />EXTERIOR WALL 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/�
<br />HGT. < 8'-6". (2) ROWS
<br />NOTE:
<br />INSULATION PER
<br />$.x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT,
<br />1"x P.T. STUD
<br />2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION
<br />(} @
<br />SEE SECTION C/S3 FOR 2x BLOCKING'- 3rd PTS FOR
<br />WALL HGT. > 8'-6".
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />- #5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />PLAN
<br />SEE CC/S3 OR N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @GARAGE
<br />lx2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />G/S3 FOR ANCHOR
<br />BOLT INFO. 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 />3RD LAYER 1/8 THICK.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />K.O. BLOCK
<br />SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />(10)10d NAILS
<br />EXPANSION "
<br />( IF NO UP LIFT ON pQ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />5/8"DIA. BOLT 24 O.C.
<br />@
<br />2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />WALL SEE GG/S3) 5/8 x 6 EPDXY BOLT OR
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />3500#, MIN. TENSION 2600#)
<br />(6)1/4"x31/4" TAPCONS
<br />*SIMPSON SP1 SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 E
<br />w/ (10)10d NAILS -
<br />r 2x P.T. PLATE
<br />FIBERMESH WEEP SCREED INSTALLED
<br />BAR
<br />T
<br />END OF 2" x PLATE WWF OR FIBERMESH -
<br />ARCHITECTURAL
<br />TYP.
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR Lu
<br />1x2 PT WD FURRING @ 24" O.C.
<br />FINISH
<br />GRADE
<br />�, o ' ° • ° •p z
<br />#3 & #4 LAP SPLICE GRADE 4o MIN. Fy= 4oksi CL
<br />°
<br />=III=1 I l-III m
<br />1/2" GYPSUM WALLBOARD
<br />T IN FILL
<br />(1) #5 VER . F L
<br />CELLS
<br />MONO OR STEMWALL z
<br />°
<br />�, - - ,. FINISH GRADE o0 2
<br />- o
<br />-.ITl=
<br />25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksi] a
<br />[ )
<br />•
<br />I=1 I I=III=111 I p An 111-III-I 11=, '-
<br />U.N.O.
<br />(SEE
<br />FOUNDATION PLAN
<br />FOOTING MONO SHOWN P
<br />P p
<br />FOR CLARITY ° _
<br />_
<br />p 00
<br />6 MIL VAPOR BARRIER -� ° .' I- I - I = -�
<br />i IT 1 ° 1 - -= I1 =, '-
<br />"'
<br />LU
<br />R 1 7/g„ `�FOR
<br />LOCATIONS
<br />o
<br />p p o °=1 I=1 11=1 I -I 1=1 1=�
<br />z
<br />, N Z
<br />I I ' ' =1 -T1=T - z
<br />#5 REINFORCING BAR
<br />-� I �1 I -III -III -III I ICI I I I �1-
<br />1x4 P.T. BASE NAILER
<br />° III=III-III=III=III-I I F
<br />i r-
<br />#5 LAP SPLICE
<br />(2) #5 CONT.
<br />4"x4" INSPECTION
<br />° : D� _-=I�I
<br />NOTE: D =111=III=11I-III-III=11
<br />1 ° III I I I -I I
<br />ON 3 CHAIRS
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />g _ _
<br />(I I-III-III=III-III I I- N
<br />FOR BEARING WALL I-III=III=III=III=III- T
<br />COMP. SOIL. (COMPACTED TO 1I o _
<br />36" MIN. LAP [36" MIN. LAP]
<br />�3" g" 1'-4" g"
<br />(TYP.)
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />_ _ _
<br />W/ UPLIFT ONLY _ __-__ �_ -__ __ - I-
<br />95% MODIFIED PROCTOR ASTM I! I =��I=1(=111=1 = I mo) '-
<br />T=I 11-
<br />10
<br />co AT GARAGE CONTRACTOR
<br />III I III I III III I 1 III III-III=III III -I 1=III=1-1
<br />-
<br />D1557) r1=
<br />F {
<br />MIN PSI MAY VARY PER
<br />cn
<br />TO CUT BLOCK OR POUR
<br />_
<br />=1 -III-III-III-III-III-III=III-III-III-III-III-III=III-
<br />- _._I i=i-Ti I I I-III=I I_ �, �-
<br />4'
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />;III II II
<br />CONCRETE SLAB Wl6X6
<br />C NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION K"D�
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS rF
<br />WALL W/UPLIFT rG
<br />WlAXW1.4 WWF OR
<br />- DECO FINISH 4" to 6"
<br />_ , „
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 =- 0 S3
<br />„_ ,_ „
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3
<br />SCALE: N.T.S. S3
<br />„_ , „
<br />SCALE: 3/4 -1-0
<br />_FIBERMESH
<br />BELOW GRADE
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />S3
<br />z
<br />°D
<br />r, d TIT=1 I r ° 1 =
<br />6 x 6 W1.4 x W1.4
<br />VARIES
<br />1 1/2" RECESS FOR 6 x 6 Wl A x W1.4
<br />°
<br />1I I 1=I = - -'
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE PLAN
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />6 MIL VAPOR o � z
<br />1 - _
<br />min.) 4 „
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />BARRIER 4
<br />Il D D
<br />° � GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />x % " CONNECTION INFO
<br />°
<br />e
<br />( I
<br />COMP. SOIL. I ° �_
<br />- °
<br />00 9
<br />- _ _ -_ - - - - - - -
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />-_-- -
<br />o _
<br />(COMPACTED TO 95 /0 1 =III I ( I I
<br />I I I I I f [=T11=I I I I
<br />= _ _ _ - - "'
<br />°
<br />_ _ __ - - - - -(1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
<br />- - A 111-T1 I i; N
<br />- °:. ° o A I I.
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />_
<br />=TI �= I I= I=T= I rS.gpEEN ENCLOSURE
<br />"�- _T 11�1=111 111=11 � �
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />-
<br />r I f; I I �I -III-1 I
<br />T i i m Q - B
<br />3" MIN. CLR.
<br />_
<br />I
<br />T
<br />(2) #5 REBAR CONT.
<br />1'-4" (1 STORY) STD. 90 HOOK
<br />CHAIRS TYP.
<br />4-'
<br />CONNECTION INFO
<br />•I
<br />M �. lI •', �' � (�
<br />4„ 1'-8" (2 STORY) DETAIL)(SEE
<br />U.N.O.N
<br />U.O
<br />MIN.
<br />w 2x4 P.T.
<br />PLATE
<br />I 2x4 #2 SYP P.T. FRAMING w!
<br />- - - -_ -Ire`
<br />_ �- I i 1
<br />� T
<br />TYPICAL WALL SECTION rA
<br />TYPICAL THICKENED SLAB EDGE rL
<br />O.S.B.
<br />I MIN 7l16" O.S.B. SHEATHING
<br />z ATTACHED PER NAILING
<br />SEE A/S3/J/S6 r � g„
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = V-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />AE .EAR �
<br />SCHEDULE
<br />SEE TYP. WAOLLPTIOION FOR ADDITIONAL
<br />P.T. 2x 1/2 GYP. BD.
<br />C°wMNLOCATION >
<br />J 6x6 P.T. #2 SYP
<br />SLAB INFORMATION.
<br />2" HOLD
<br />OMPSLAB
<br />uj
<br />rM
<br />2"
<br />0101. 0 CONT. BEAD SEALANT
<br />ABu66
<br />SLAB STEP &RECESS S.G.D.
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />¢
<br />°..
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND-
<br />° P.. °.:' .: INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />PAVERS 1 DRIVEWAY
<br />EXPANSION JOINT
<br />,.. •
<br />31/2
<br />SEE DETAIL 16lD1 FOR
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />CONCRETE SLAB 14 "
<br />13
<br />° .
<br />'A
<br />'• ° a �
<br />° GARAGE
<br />COLUMN TO PORCH SILL
<br />0 C
<br />PAD FOOTING
<br />PAVERS O.H.D. RECESS ;� z
<br />O.H.D. RECESS _E d
<br />ATTACHMENTS & 18/D1
<br />co
<br />`'
<br />N
<br />M
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />CONCRETE NAILS W 1 1/2' R
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />Al
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C•
<br />c -
<br />TO FOUNDATION PADA
<br />4.
<br />.... ' .. •.. .;
<br />y
<br />r • ° a..+ •• ' ./I
<br />•.
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. r '
<br />r.
<br />21T 1.
<br />• '''
<br />"' I ' '
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br /># MIN CONT. BEAD SEALANT
<br />(MIN. SHEAR 180 SE �
<br />SIZE VARIES PER PLAN
<br />w/ MI N. (2) #5 VERTICALS
<br />M
<br />- -
<br />GRADE a ° j
<br />' • ° -
<br />4" � .
<br />_I I I-�� II ] oo
<br />'
<br />TENSION 120#) CONCRETE SLAB -
<br />chi
<br />FILLED SOLID (SEE PLAN FOR
<br />�
<br />�..�_� ."• + ,. . I �
<br />__
<br />_ , I
<br />-ILIA � , • + ' .
<br />�. �-
<br />6 6 W1.4 W1.4 N
<br />SIZE AND REINFORCEMENT)
<br />�
<br />I I -III =I I 11H =1'
<br />x x
<br />T '-
<br />c�
<br />z
<br />- ° -I
<br />I I- -I - I=� i W
<br />•, .:: -I
<br />.v 1=I
<br />- �_ WWF OR FIBERMESH
<br />°° - a ' "'
<br />W o
<br />O W 111 U) W
<br />-III
<br />III=I I III -I 1=I Z
<br />- -
<br />BRICK PAVERS or SLAB PER
<br />o
<br />--
<br />COMMUNITY SPECS
<br />M 6 MIL VAPOR - - �- _ _ _ [L_ l - - - - - -
<br />_
<br />- - Tl ; I/l`I=III=1 1T=1 I 1=1 I I -III -III
<br />_ _ _ _ _ _ _
<br />I -I -III-III-III-I I -I ICI ICI-= W
<br />- I (= I =III=III-III III-111=111 FOOTING 0
<br />-
<br />SEE AlS3 OR J/s6 L I I
<br />I i i T
<br />-I1 I I 11 11:
<br />SEE A/S3 OR J/S6 I „-, �, , , 1; I i
<br />0'-0" FIN. FLR.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />BARRIER =I_I-I I - I I- II- ((-
<br />=I I 1-I I -I I =I I ( -III (-' BEYOND
<br />1 4' (1 STORY) I 1-8' (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1-4' (1 ST RY)-�
<br />�rl
<br />ITi IT_I f TAT
<br />,, ....
<br />y; . , ;•. '
<br />PAD REINFORCEMENT=-' „
<br />3 MIN. CLEARANCE
<br />SCHEDULE)
<br />1' 8" (2 STOR)
<br />1'-8" (2 ST RY)
<br />4 4
<br />,' • •
<br />,. °•'4 SEE FOUNDATION
<br />(SEE FOOTING WIDTH
<br />... ! �. CONC. PAD INFO,
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS J.1
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />TAPERED
<br />COLUMN FRAMING KCD12
<br />PATIO COLUMN FTG. DETAIL rN
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE; 3/4"=1'-0" S3
<br />SCALE: 3(4=1'-0"
<br />"
<br />SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
<br />._
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<br />TT
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<br />O
<br />T-
<br />ni
<br />CV
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<br />U
<br />J Q
<br />ca
<br />p
<br />J
<br />JOB
<br />NO :
<br />20-1130
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|