|
I I I I
<br />I I I I
<br />I I I I
<br />I I I I
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR
<br />2x4 #2 SPF
<br />I
<br />5/8"OR 1/2TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(U.N.O.) (OR /$„ GYP. TYPE „ X„ @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />GARAGE W!A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS.
<br />CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />TOP PLATE
<br />S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />TOP PLATE
<br />2x BLOCKING HORIZONTALLY@
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS
<br />@ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />(12)10d NAILS U.N.O.
<br />FOR UNDERLAYMENT
<br />@16" O.C. W/ (2) 1U-0" (R302.11)
<br />16d TOENAILS T & B
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10-4' (R302.11)
<br />INTERVALS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.i1)
<br />REQUIREMENTS SEE R905.1.1
<br />PRE ENGINEERED WOOD
<br />1/2" GYP. LE (MIN.) @GARAGE SIDE IF
<br />APPLICABLE.
<br />z
<br />„
<br />3/8 MORTAR BETWEEN
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN
<br />TRUSS 24" O.C. U.N.O.
<br />�°
<br />2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C &
<br />SLAB & BLOCK
<br />EDGES AND @ 12" O.C. @ FIELD
<br />"SIMILAR AT FOUNDATION ONLY"
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR EACH
<br />@
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />E
<br />=
<br />„° „„ „ IMPSON SP1 w/ (10)10d NAILS
<br />5/8 x 10 J BOLT @ 24 O.C. W/
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHEII W/
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />r
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.) WWF OR FIBERMESH
<br />Cl)
<br />``'
<br />ELEV. 0'-0"
<br />ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE
<br />( @
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />7TH EDITION 2020 RESIDENTIAL
<br />� )
<br />MOISTURE BARRIER4.16O.C.OR
<br />°
<br />�
<br />A.F.F.
<br />5/8"x10' WEDGE ANCHOR 2„ x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />�2/r N� 6 x 6 W1.4 x W1.4
<br />� '
<br />SHINGLE ROOF, SHINGLES TO
<br />e _
<br />° °
<br />@ 24 O.C.) WWF OR FIBERMESH
<br />ATTACHMENTS
<br />/ WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />o
<br />�- m p ° - 1= -I I = _�
<br />(I Mr1:1@1 _ _ -_
<br />- ' ° I -I rl
<br />a
<br />°
<br />° d
<br />° G ° A Q a
<br />°°
<br />° �_ Z
<br />a ELEV. -0 31/2
<br />G A.F.F. �o
<br />31/2"MIN.
<br />a
<br />°
<br />31/2"MIN. 1
<br />-_,
<br />I ! °
<br />12
<br />D3161-CLASS F, IN�=
<br />-
<br />a a
<br />° q d 2x4 CONT. ° a
<br />°
<br />D
<br />'
<br />q
<br />—�
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />I I 1 -I = - - _ -�
<br />zl� 1-III- I I� IT I
<br />a `
<br />I I'
<br />° �(=Il �[=T31/2" min. - 4"
<br />o •• I -�I-�T
<br />- _ 1/2" mm. - 4"
<br />(TYP.}
<br />VARIES
<br />CODE 7TH EDITION 2020
<br />( )
<br />_
<br />- I I- I I I ,-
<br />- _i
<br />s c
<br />°
<br />GARAGE DEPTH VARIES °
<br />°
<br />- ,-r
<br />31/2"(min. - 4" �I=� -I I I )1 IF
<br />I
<br />y -
<br />31/2"(min.) - 4" -I ► _
<br />8„
<br />_
<br />- -
<br />RESIDENTIAL
<br />°
<br />° ° ,
<br />g
<br />Ii - I I
<br />Tf�Tf= -1
<br />I I I �I
<br />NSULA ION LE
<br />ROOF SHEATHING -SEE
<br />TYPICAL INTERIOR BEARINGK"B�
<br />'t��I
<br />(2)#5CONT. , „
<br />4 1-4 8
<br />(2) #5 4
<br />FRAMING SHEETFOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rGd�GARAGE
<br />SLAB AT STEP
<br />TYPICAL BEARING WALL STEP MIN.SHEARWALL
<br />C
<br />U.N.O. MN -
<br />TYPICAL BEARING WALL @STEP rcG
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3
<br />SCALE:
<br />3/4"=1'-0° S3
<br />�� �� �� �- ��
<br />SHEAR WALL SCALE: 3/4 -1 0
<br />S3
<br />�� '_ ��
<br />SCALE: 3/4 -1 0 �S3�
<br />-
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />"X"
<br />ALUMINUM FASCIA
<br />GYP. TYPE @GARAGE
<br />W!A HABITABLE ROOM
<br />12"
<br />N.O. 2x SUB FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />Qcs c
<br />/
<br />ABOVE) W/DRYWALL
<br />A
<br />EE STRUCTURAL
<br />NAILED WI 8d COMMON NAILS @ 4" 0!C
<br />SCREWS 7" O.C.
<br />SOFFIT SHEET
<br />2x S.P.F. STUDS @ 16"
<br />O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16 O/C
<br />M�\� ors
<br />CEILING & 8" O.C. WALLS
<br />2x STUD
<br />10
<br />8"x8"X16" KNOCK -OUT
<br />N
<br />KNOCK-OUT
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />�/ COIN
<br />2x BLOCKING HORIZONTALLY @
<br />INSULATION PER
<br />BLOCK W/ CONT.
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />INTERVALS NOT EXCEEDING
<br />NOTE:
<br />CHART ON FLOOR
<br />FILLED SOLID WlGROUT
<br />I I
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />10'4' (13302.11)
<br />SEE SECTION ClS3 FOR
<br />PLAN
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />SEE CC/S3 OR N
<br />G/S3 FOR ANCHOR
<br />"J"
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />STD. 90-HOOK (SEE DETAIL)
<br />"S"
<br />BOLT INFO. I I
<br />5/8"x6" "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8"° x 10" BOLT @ 24" O/C WI 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />TYPE MORTAR
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<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 O.C. EMBEDMENT (MIN. SHEAR
<br />ARCHITECTURAL
<br />FINISH
<br />I
<br />*SIMPSON SP1 I I
<br />(6) 1/4"x3 1/4" TAPCONS
<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 />3500#, MIN. TENSION 2600#)
<br />SPACE ANCHOR
<br />w/ (10} 10d NAILS -
<br />r
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />_
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 r
<br />END OF 2 x PLATE FWWF OR FIBERMESH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />TYP. I
<br />1
<br />ASSUMED FINISHED
<br />c
<br />E
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />o
<br />v
<br />- I. ° p. .
<br />, Q_ _ D. ' '
<br />�^ °
<br />z
<br />'D
<br />= GRADE
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />U)
<br />6
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />MONO OR STEMWALL o
<br />FOOTING MONO SHOWN
<br />z
<br />r \
<br />M - - - °
<br />-0.
<br />-
<br />u FINISH GRADE oo
<br />-
<br />25" MIN. LAP 30" MIN. LAP
<br />C ]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />d
<br />Z _
<br />_I 1=1 III I I I -
<br />11�Ill (� ° • I 1=I I i =) I I'
<br />FOUNDATION PLAN
<br />D p
<br />FOR CLARITY D D
<br />O°
<br />6 MIL VAPOR BARRIER T� I I d
<br />° 1 T� I=� _ _ °T°
<br />R 1 7/8
<br />-
<br />1x4 P.T. BASE NAILER
<br />FOR LOCATIONS)
<br />� p o , o I=
<br />III--i
<br />_ _
<br />_ =i i-
<br />I � III=1 I I � II, ; < <' I � i
<br />1=I-I
<br />I I �
<br />fmiT�E I -.
<br />#5 REINFORCING BAR
<br />I I- I1=1 1- I 1=1 I I 11=111=
<br />„ „
<br />4 x4 INSPECTION
<br />p -_ _ -
<br />C - I-�. i �-I I �
<br />I'
<br />' I I I •
<br />�( T g
<br />#5 LAP SPLICE
<br />2 #5 CONT.-
<br />( )
<br />1
<br />31/4 BASEBOARD
<br />PORT AT EACH
<br />NOTE: � D r-I
<br />(
<br />FOR BEARING WALL
<br />* (—III—III—I=,
<br />-=!
<br />� � , = -
<br />L I __ I
<br />_ -III- ' I= �"
<br />I —'
<br />- � 1 i'=' �'=i' *III -
<br />I
<br />COMP. SOIL. (COMPACTED TO �I I °
<br />_ III
<br />_-11=[
<br />.- - _
<br />III I 1 I t I t
<br />111
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3" CHAIRS
<br />8„ 1'-4„ 8"
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY _ _ _
<br />_ - ' - I-.
<br />__°
<br />95%MODIFIED PROCTOR ASTM I I I -I I �_ -_=1 I r
<br />T -�
<br />10"
<br />(TYP.)
<br />MIN PSI MAY VARY PER
<br />M AT GARAGE CONTRACTOR
<br />�
<br />I i I, -1 ,. III ... �_= = - -1 I III 1= I I-i I-!
<br />- I-i I 1=.i
<br />�
<br />D1557) I I� II rrzTI
<br />4" 1'-4"
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />-'
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/6X6
<br />W1.4XW1.4 WWF OR
<br />a NOTE:EXTEND
<br />-
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS
<br />F
<br />WALL w/ UPLIFT G
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE:
<br />3/4"=V-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />a a _
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />oo z
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />VARIES
<br />1 1/2" RECESS FOR 6 x 6 WI A x W1.4
<br />°
<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 I (-
<br />i ,
<br />z r
<br />min. 4
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />BARRIER D : �• 4
<br />D
<br />N
<br />a
<br />a GRADE
<br />' °
<br />„
<br />AT 24 O.C. MAX. NN
<br />SEE PLAN FOR �
<br />CONNECTION INFO
<br />'
<br />COMP. SOIL. o
<br />TO 95%
<br />� r - __� -- _ - �
<br />'
<br />- - _ _ _
<br />_ �`� -
<br />_ _
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />a 4 - -
<br />a . a
<br />(COMPACTED
<br />1 I I Tff iTf I 1lT
<br />_ 1 I -
<br />(1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
<br />- - - 4' : ° a a
<br />MODIFIED PROCTOR
<br />D1557)
<br />-'r� T - - _
<br />-r�� -
<br />S E ENCLOSURE
<br />- �� �r-�
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />_ - - _
<br />.- E LT T ,-r, �I
<br />TTf I - E
<br />ASTM
<br />- [ I I
<br />I,T�=`
<br />BEAM SIZE &
<br />N
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />(1 STORY)
<br />I -�- 1-
<br />4 Tr
<br />CONNECTION INFO
<br />r� . ° .�
<br />�=
<br />11'4'
<br />ON 3" CHAIRS TYP. V-8" 2 STORY
<br />U.N.O. 4 ( )
<br />STD. 90 HOOK (SEET.
<br />DETAIL)
<br />MIN'
<br />PLATE
<br />2x4 #2 SYP P.T. FRAMING w/
<br />_ -
<br />MIN 7/16 O.S.B. SHEATHING
<br />SEE A/S3/J/S6 8
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE
<br />L
<br />d 0S.
<br />o.s.s. Z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SCALE: 314" = V-0"
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />w
<br />� ¢
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION ¢ w
<br />>
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />HOLD GYP. BD.
<br />� w
<br />COLUMN SIZE AND BASE
<br />rM
<br />„
<br />1/2" FROM SLAB
<br />o Uj
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D.
<br />0,4,
<br />_ziCONT. BEAD SEALANT
<br />SCALE: 3/4"=1'-0° S3
<br />OPT: DEPRESS SLAB 5%°
<br />DEEP AND 6" BEYOND
<br />¢
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />..• ,: INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />`
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS !DRIVEWAY
<br />EXPANSION JOINT
<br />,
<br />a : -3 1/2"
<br />----
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS
<br />AT 8"O.C.
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS �,
<br />13"
<br />O.H.D. RECESS
<br />•' : •,_
<br />•'
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />I I
<br />PAVERS
<br />`' M
<br />`'
<br />`�"
<br />r
<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 I I I
<br />EXTEND FILL CELLSCO c
<br />a
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS 8"O.C.
<br />°�
<br />INSULATION PER CHART
<br />Z
<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD d
<br />I I MAT REINFORCING. c" '
<br />:.
<br />r y
<br />: �: ,.. ' ... • ...:
<br />p
<br />CONT. FOOTING STEEL I I .-
<br />_ jj_,. _
<br />M .' ,.
<br />=r_- � • ' • T) �-� -
<br />,�
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180#MIN.
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />w F-
<br />Q j
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />M
<br />Z
<br />GAD °
<br />-I �'-"'-I I . ;' -
<br />-
<br />r I- 0:, : '
<br />>
<br />FILLED SOLID
<br />PLAN FORE.
<br />. ' ,- ;.•
<br />4
<br />TENSION 120#) CONCRETE SLAB
<br />N
<br />w
<br />(SEE
<br />w
<br />a _ _
<br />Ilil ° I II
<br />=
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH ;
<br />0 w
<br />SIZE AND REINFORCEMENT)
<br />-'
<br />W a
<br />° G• II
<br />LU
<br />—1 1. 1— U
<br />T� a
<br />BRICK PAVERS or SLAB PER
<br />0 0 `" 0
<br />i I, I I —I __ z
<br />— „ Z
<br />I i I •� °.
<br />- - t—.
<br />1- I Q
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<br />COMMUNITY SPECS
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<br />FOR REINF. INFO. 3" IN. CLEARANCE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />BARRIER
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<br />1-1 I_ I_I I I- I I— BEYOND
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
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<br />I! III=111
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<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />1' 8" 2 STOR
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<br />4" 4"
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<br />SEE FOUNDATION
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<br />FOOTING WIDTH
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<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS
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<br />GARAGE DOOR §LAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />TAPERED COLUMN FRAMING CD12
<br />PATIO COLUMN FTC. DETAIL rN
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FbR SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />SCALE: 3/4"= P-0"
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMAtIONi.
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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 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions
<br />of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />NO: 22-11681-11674
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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