|
i
<br />- - -
<br />7PF
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />TR BOTTOM 5/8"OR 1/2" HIGH STRENGTH USS B 0 0 CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(OR �" GYP. TYPE @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />.) EACH END (WHEN PARALLEL)
<br />GARAGE
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />STUD BELOW
<br />TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />(12)10d NAILS U.N.O.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (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 />_..__ ____...
<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 />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 />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6".
<br />(ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />z
<br />________._
<br />3/8" MORTAR BETWEEN
<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 />O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />"SIMILAR
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />c
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10)10d NAILS
<br />AT FOUNDATION ONLY"
<br />SIMPSON SP1 w/ 10 10d NAILS
<br />( )
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />---
<br />5/8"" x 10" "J" BOLT @ 24" O.C. W/
<br />IF NOTED, THIS REFERS TO THE
<br />(1) LAYER TYPE II (#30)
<br />2 #5 CONT. ON 3"
<br />() 6 x 6 W1.4 x W1.4
<br />.-
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />UNDERLAYMENT FOR ROOF
<br />CHAIRS TYP.
<br />(TYP.) WWF OR FIBERMESH
<br />cn
<br />ELEV. 0-0"
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />PITCH > 4:12
<br />°
<br />OIL
<br />A.F.F.
<br />OR 5/8"x10' WEDGE ANCHOR @ 24"
<br />O.C,) 2" x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />ATTACHMENTS 2" 6 x 6 W1.4 x W1.4
<br />> • eILI
<br />(2) LAYERS TYPE I OR TYPE ll
<br />°
<br />° ° °
<br />WWF OR FIBERMESH
<br />\ WWF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />- tr . ..
<br />C ° ° c�
<br />4 °
<br />° Q °
<br />ELEV. -0'-31/2"OL
<br />31/2" MIN.
<br />31/2" MIN, I
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />>
<br />°
<br />° °
<br />° °
<br />° ° 4
<br />4 ° ° ° °
<br />° 2x4 CONT. ° ° °
<br />o
<br />A.F.F. U_
<br />°
<br />°
<br />PRE ENGINEERED WOOD
<br />° ° °
<br />"
<br />° 1/2"(min.)-4"
<br />' e' -
<br />TRUSS @ 24 O.C. U.N.O.
<br />[
<br />° ° a ° g ° ° a ° °
<br />N
<br />eo Tr > ° e • - rr
<br />1/2"(min.)-4"
<br />90 0 ° ° -
<br />12
<br />HURRICANE ANCHOR @ EACH
<br />-
<br />°
<br />GARAGE DEPTH VARIES
<br />31/2"(min.)- 4"
<br />31/2"(min. ) - 4"
<br />.11 Nib,/
<br />ZTy7p.)VARIES
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />8 - -
<br />°
<br />° °
<br />METAL PL. UNDER EA. TRUSS
<br />°
<br />° ° e
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />>�
<br />(2) #5 CONT. 4„ 11,-q„ 8,r
<br />(2) #5 CONT. n4'
<br />INSU ION LE
<br />SHINGLE ROOFU.N.O.
<br />MI
<br />MI .
<br />7/16"O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT KGG
<br />GARAGE SLAB AT STEP B
<br />TYPICAL BEARING WALL STEP SHEARWALLrc"�
<br />TYPICAL BEARING WALL @ STEPrCC
<br />NAILING SCHEDULE ON SHT,
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />"SHEAR WALL" SCALE: 3/4"=V-0" 53
<br />SCALE: 3/4"=V-0" �,13�
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />-
<br />INFORMATION.
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />�0�"�J°����t
<br />GUP
<br />BOARD PER CODE
<br />"X"
<br />ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />�
<br />Qcs sE
<br />GYP, TYPE AR E
<br />@GARAGE
<br />W/A HABITABLE ROOM \12"N.O.
<br />2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6"O/C EDGES, AND 12" O/C FIELD.
<br />2x
<br />SCREWS @ 7" O.C.
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />STUDS @ 16" O/C
<br />\ M�N�MJ�S
<br />1c
<br />SHEET
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />°�N�
<br />�/
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/' \
<br />FOR WALL HGT. s 8'-6". (2)
<br />NOTE:
<br />INSULATION PER
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @THIRD POINTS
<br />APPLICATION
<br />ROWS 2x BLOCKING 3rd PTS
<br />SEE SECTION C/S3 FOR @
<br />FOR 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 />"
<br />ADDITIONAL INFORMATION
<br />PLAN
<br />SEE CC/S3 OR r`t•,
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />1x2 P.T. HORIZONTAL
<br />G/S3 FOR ANCHOR
<br />"J"
<br />" , „ x "' x
<br />5/8" x 10"'J BOLT @ 24 0/C W/ 2 X 3/16
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />BOLT INFO.
<br />5l8"x6" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />(10)10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3 )
<br />24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) C
<br />*SIMPSON SP1
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR
<br />E
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />w/ (10)10d NAILS �,
<br />2x P.T. PLATEo
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR a
<br />END OF 2" x PLATE WWF OR FIBERMESH r-
<br />,
<br />ARCHITECTURAL
<br />TYP.
<br />ASSUMED FINISHED
<br />._
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR w
<br />, °
<br />1 x2 PT WD FURRING @ 24" O.C.
<br />FINISH
<br />' '
<br />GRADE
<br />e o ° .
<br />U
<br />GRADE 40 MIN. Fy= 40ksi a=
<br />#3 & #4 LAP SPLICE
<br />° . o•
<br />x
<br />(1) #5 VERT. IN FILL
<br />MONO OR STEMWALL
<br />Z
<br />° •�
<br />r, ,° _ , .
<br />.
<br />FINISH GRADE � �
<br />[GRADE 60 MIN. Fy= 60ksiJ �
<br />25' MIN, LAP [30" MIN. LAP]
<br />- - - -
<br />- • • . p .. 4
<br />1/2 GYPSUM WALLBOARD
<br />U.N.O.
<br />CELLS (SEE
<br />°
<br />FOOTING MONO SHOWN P p °u
<br />g
<br />oo
<br />'
<br />°P
<br />w
<br />o P
<br />- ° -
<br />FOUNDATION PLAN
<br />FOR CLARITY ° v
<br />_
<br />6 MIL VAPOR BARRIER D > e
<br />° ' '
<br />-
<br />�
<br />x to
<br />R 1 7/8
<br />_ _
<br />FOR LOCATIONS)
<br />° o ° o I=i
<br />o
<br />=I 1=1 I=I 11=I 11=�
<br />.
<br />1
<br />#5 REINFORCING BAR
<br />- - -
<br />1x4 P.T. BASE NAILER
<br />o � ° III-III-III-III=1
<br />=1 � I- ?
<br />..• '
<br />� �
<br />#5 LAP SPLICE
<br />2 #5 CONT. - - -
<br />O
<br />4"x4"INSPECTION
<br />° Dp ° D
<br />NOTE: 1=1
<br />11=I I M1 I =1 11=1 I I=11
<br />„ ,-r•r
<br />ON 3 CHAIRS
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />*FOR BEARING WALL g 111-
<br />--
<br />I I=1 I EI I 1=1 I I=I I I
<br />I=III=III=111=1 I II
<br />COMP. SOIL. (COMPACTED TO '
<br />36"MIN. LAP [36" MIN. LAP]
<br />(TYP.) 8" 1'-4" 8"
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY _ _ _ _ _ _ _
<br />_ -_
<br />o - -
<br />95 /o MODIFIED PROCTOR ASTM -
<br />10"
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />co AT GARAGE CONTRACTOR
<br />�'
<br />_ _ _ _ _ _ _
<br />I 1=1 I I=III=I I =1 I 1=1 I I=1=I I 1=11=III= 1= =I
<br />-� 1I.; I I I-III=1I=1I I: III--III=1I=1I I-III-III=1I
<br />_ _ -i=
<br />I=1 I E-, 1-1
<br />I=1I I='
<br />D1557) m m
<br />4 1,4x
<br />-
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />it 1 I_I 11.=1 I ;III I II ;III-; I ICI I-1
<br />1=1 �'-
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />II
<br />CONCRETE SLAB W/6X6
<br />a NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS F
<br />WALL W/ UPLIFT G
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=V-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S. S3
<br />" _ "
<br />SCALE: 3/4 -1 0 S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />_
<br />r
<br />Z
<br />IVARIES
<br />�
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />°P
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />6 MIL VAPOR ► �r
<br />z
<br />min. 4"
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />BARRIER i p 1
<br />•
<br />c�
<br />° A "v
<br />GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />• , CONNECTION INFO
<br />°
<br />4
<br />COMP. SOIL, °
<br />T
<br />a
<br />°O *
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />< ..
<br />(COMPACTED TO 95%
<br />°
<br />(1) #5 REBAR w/ OPT.
<br />)
<br />SEE ROOF PLAN
<br />-- '4 ' a
<br />c a'. ° • e
<br />MODIFIED PROCTOR
<br />_ _
<br />-SCFNCLOSURE
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />v
<br />E �' `-
<br />E
<br />ASTM D1557)
<br />-
<br />BEAM SIZE &
<br />%t `b a
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. 1--4„ (1 STORY)
<br />4'
<br />CONNECTION INFO
<br />M • e 8 •
<br />ON 3" CHAIRS TYP. „ 1- 2 TRY
<br />4 8 (S STORY)
<br />STD. 90 NOOK (SEE
<br />MIN.
<br />I. I
<br />U.N.O.
<br />DETAIL)
<br />P.T.
<br />PLATE
<br />I 2x4 #2 SYP P.T. FRAMING w/
<br />TYPICAL WALL SECTION
<br />A
<br />TYPICAL THICKENED SLAB EDGE
<br />L
<br />TP
<br />O.S.S.
<br />MIN 7116" O.S.B. SHEATHING
<br />z ATTACHED PER NAILING
<br />SEE A/S3/JlS6 8•
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = V-0"
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />w
<br />SCHEDULE
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />cowMN�ocArioN >
<br />w
<br />P,T. 2x
<br />� 6x6 P.T. #2 SYP
<br />SLAB INFORMATION.
<br />HOLD GYP. BD.
<br />g
<br />W
<br />lo 1/2" FROM SLAB
<br />ABU66
<br />SLAB STEP & RECESS S.G.D. KilIIiI
<br />01-011CONT. BEAD SEALANT
<br />OPT: DEPRESS SLAB 5Yz"
<br />SCALE: 3/4"=V-0" S3
<br />DEEP AND 6" BEYOND
<br />a
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />° ' ° 2X STUDS 24" O.C. U.N.O.
<br />INTERIOR @
<br />SECURE 2x4 P.T. BTM. PLATE
<br />LL AND
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />° ` 4 31/2„
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS
<br />CONCRETE SLAB 14'
<br />O.H.D. RECESS
<br />13"
<br />O.H.D. RECESS
<br />c
<br />E
<br />•
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />AT 8" O.C.
<br />PAD�OOTINGNRY
<br />PAVERS
<br />z
<br />CONCRETE NAILS W 1 1/2
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL .-.
<br />EXTEND FILL CELLS
<br />EMBEDMENT @ 12" O.C.
<br />W/ DRYWALL SCREWS @ 8-O.C.
<br />TO FOUNDATION PAD E `
<br />•
<br />• "
<br />r • •
<br />� � ' . ; .. "•
<br />. ' . �'
<br />STAGGERED, FROM BOTTOM
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL MAT REINFORCING. � '
<br />�. •
<br />rR
<br />'' :. '
<br />PLATE TO CONCRETE
<br />x ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />M
<br />_ _- •'.' �. •
<br />' ' '.
<br />_
<br />_
<br />=r _j _ •. �. • :. ' �'
<br />'.
<br />`
<br />(MIN. SHEAR 180# MIN.
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />z 4 4
<br />00 GRADE
<br />! .:.• : 4"
<br />..
<br />- ' •' �. :
<br />:. ,
<br />TENSION 120# CONCRETE SLAB
<br />)
<br />E _
<br />r,
<br />FILLED SOLID (SEE PLAN FOR
<br />- - ° a
<br />- = _ -
<br />....
<br />r
<br />...• q" -
<br />• -
<br />_ 6 x 6 W1.4 x W1.4
<br />SIZE AND REINFORCEMENT)
<br />_
<br />a � III III 4 4 • =111=1 H5 1=1
<br />=LU =1
<br />'•: ' •,' :�`
<br />•� ''
<br />•: ' •.:� _
<br />- "+• '' '
<br />°�
<br />- WWF OR FIBERMESH
<br />"'
<br />z I=1 III=III=I I 1=I I W
<br />~ I=III I I I=III=III
<br />." _ _
<br />'
<br />.
<br />'
<br />_
<br />i=1T1=
<br />_ °
<br />°
<br />BRICK PAVERS or SLAB PER
<br />L W ; z
<br />=_LT- • • °•
<br />$ o U _I ° Q -_ -= �, ?
<br />• : .
<br />T
<br />SEE AIS3 OR J/S6 -
<br />•
<br />- T
<br />SEE A/S3 OR J/S6
<br />1 �_ 17
<br />M 6 MIL VAPOR ==
<br />P� - �; l -
<br />I I -I I -I I T- = -----
<br />=1=1 I- ii=�!=i!=i! �_�!
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />°
<br />- �_
<br />I I=1 =1 =III=I I I=1 I I I I =1 I1 I I I--
<br />1 I I I=1 11=1 11=1 11=1 11=1 11=1 I- FOOTING
<br />FOR REINF. INFO. 3 MIN. CLEARANCE
<br />x
<br />FOR REINF. INFO. 3 MIN. CLEARANCE
<br />BARRIER =1
<br />I I= I -I I - I I-III=1 I (-
<br />1=III=III= =III 11=1 BEYOND
<br />1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'-4" (1 ST RY)
<br />-III III III III=1 i'
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<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />1,r
<br />' 8" (2 STOR)
<br />1'-8" (2 ST RY)
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<br />,4 'a, 6EEFOUNDATION
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />° • CONC. PAD INFO.
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS
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<br />GARAGE DOOR SLAB RECESS
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<br />INTERIOR WALL SLAB STEP NON-BRG.K�K
<br />TAPERED
<br />COLUMN FRAMING G�2
<br />PATIO COLUMN FTG. DETAIL KN
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />SCALE: 3,<-•,•-0
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2017 Florida Building Code -
<br />Residential 8th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />NO: 19-5888
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
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