|
7/1F
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2
<br />SPF
<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 />s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(OR / GYP. TYPE X„ @
<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.
<br />CONNECTIONS.
<br />8"16" 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 @ 16"
<br />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) 10'-0" (R302.11)
<br />16d TOENAILS T & B
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'4' (R302.11)
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"°4/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />PRE ENGINEERED WOOD
<br />MNGARAGE SIDE IF
<br />1/2" GYP, WB I.) @
<br />( z
<br />APPLICABLE, d.
<br />MORTAR BETWEEN
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O:C. @BOUNDARIES, INSULATION PER CHART ON FLOOR PLAN
<br />6 O.C. @
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />INSULATION PER CHART ON FLOOR PLAN
<br />@ 24' O.C.}
<br />TRUSS @ 24" O.C. U.N.O.
<br />" r
<br />2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C &
<br />SLAB &BLOCK
<br />SL
<br />EDGES AND @ 12" O.C. @ FIELD
<br />"SIMILAR AT FOUNDATION ONLY"
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />•c
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />=
<br />IMPSON SP1 w/ (10)10d NAILS
<br />5/8„o x 10",,J„ BOLT @ 24 O.C. W/
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 `!
<br />M
<br />(TYP.)
<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. co
<br />(TYP.) WWF OR FIBERMESH
<br />ELEV. 0-0 "
<br />OIL
<br />(ALT: 1/2'x12 TITEN HD @ 24' 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />A.F.F.
<br />O.C, OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4
<br />2
<br />INCLUDE THE WALL / 6 x 6 W1.4 x W1.4
<br />o °
<br />SHINGLE ROOF, SHINGLES TO
<br />° ° _
<br />°•
<br />° °
<br />p
<br />@ 24" O.C.) WWF OR FIBERMESH
<br />ATTACHMENTS 2" WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G H ASTM
<br />I-1 m . ° I = I �I i I-1 11=
<br />_ _ r
<br />I: �=I1 L I II=1�I-III=�
<br />�
<br />° a
<br />- ° 4 °
<br />° °
<br />° ° °
<br />z
<br />ELEV. -0-31/Z
<br />�31/2"MIN.
<br />,
<br />�31/2"MIN.
<br />,
<br />or or
<br />D3161-CLASS F, IN
<br />I I: W=_=3I1=1I1=� P • I Fill I III=1 1=1
<br />' I —I LI=III h ° _ _ -_ I
<br />°
<br />°
<br />°
<br />°
<br />°� a a °
<br />° ° 2x4 COI ° "
<br />0
<br />A.F.F. p
<br />LL
<br />12
<br />-�
<br />ACCORDANCE wl TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />III I I=1 I-L I —I I r I =1�, I
<br />I I I-1I II I'
<br />°
<br />° ° ° ° °
<br />i i° ° 4 ° ° a
<br />o
<br />`„
<br />° ' _ I -I I - 1/2 (min. - 4
<br />ao •. -I -T �-
<br />9� - =1�-L 1/2 (min.)- 4"
<br />oo D ° -_
<br />_ —
<br />(TYP.) VARIES
<br />CODE 7TH EDITION (2020)
<br />— I_--LI I 1 I I—ITII— I —III— 11=1
<br />t T l
<br />P °
<br />° ° 4
<br />GARAGE DEPTH VARIES °
<br />" "
<br />31/2 (min. - 4 �-' I _
<br />- -
<br />31/2 (min.) - 4 '�_ -�' -y
<br />" "
<br />8„ _i �[�]T�iiT
<br />RESIDENTIAL
<br />° 4
<br />5-T
<br />INSUL ION LE
<br />ROOF SHEATHING - SEE
<br />N
<br />TYPICAL INTERIOR BEARING
<br />III -
<br />2 #5 CONT "-'
<br />() 4 1-4 8
<br />2 #5 CONT. TI"I��`-r�
<br />() 4 8
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rGG
<br />GARAGE SLAB AT STEP rB,
<br />N.
<br />TYPICAL BEARING WALL STEP MI SHEARWALL C
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP CC
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE:
<br />3/4"=1'-0" S3
<br />" � "= V_ r
<br />SHEAR WALL SCALE: 3/4 -1 0 S3
<br />rr_ �_
<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 />p5�
<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 />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />EE STRUCTURAL
<br />SOFFIT SHEET SS
<br />2x S.P.F. STUDS @ 16" O.C.
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD.
<br />CEILING & 8" O.C. WALLS
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" 0/C
<br />\ O�Nl�`Up 5
<br />`�./ 1°°�`�"�
<br />8"x8"X16" KNOCK -OUT
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />2x BLOCKING HORIZONTALLY@
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />EXTERIOR WALL 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />\
<br />INTERVALS NOT EXCEEDING
<br />NOTE:
<br />CHART ON FLOOR
<br />PLAN
<br />FILLED SOLID W/GROUT
<br />1N P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS
<br />VALE N
<br />INTERVALS NOT EXCEEDING
<br />APPLICATION
<br />10'-0" (R302.11)
<br />SEE SECTION C/S3 FOR
<br />1x2 P.T. HORIZONTAL
<br />�I #5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR c.1
<br />}
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @GARAGE
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />G/S3 FOR ANCHOR
<br />"J"
<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/ (10) SIDE IF APPLICABLE.
<br />STD. 90-HOOK (SEE DETAIL)
<br />„ „
<br />TYPE S MORTAR
<br />BOLT INFO. 5/8"x6" BOLTS BOLT
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<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 />WALL SEE GG/S3) 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. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600# )
<br />ARCHITECTURAL
<br />FINISH
<br />(6)1/4"x31/4" TAPCONS
<br />*SIMPSON SP1 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 J
<br />SPACE ANCHOR
<br />- ^
<br />w/ (10)10d NAILS -
<br />r 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR ¢
<br />o
<br />BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 T
<br />END OF 2 x PLATE WWF OR FIBERMESH E
<br />1x2 PT WD FURRING @ 24" O.C.
<br />TYP.
<br />ASSUMED FINISHED
<br />i GRADE
<br />..
<br />- n
<br />c�
<br />PER MFR INSTRUCTIONS
<br />z
<br />#3 OR #4 REINFORCING BAR
<br />GRADE 40
<br />#3 & #4 LAP SPLICE
<br />C)
<br />MIN. Fy= 40ksi a
<br />�,
<br />a
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />Z
<br />MONO OR STEMWALL °
<br />° ,p
<br />M I. p.
<br />-_ �.
<br />-� I—T�
<br />_
<br />FINISH GRADE °O 2
<br />y-60ksi]
<br />25" MIN. LAP 30" MIN. LAP (GRADE 60 MIN. F - a
<br />[ ]
<br />— to D' O
<br />T
<br />-
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOOTING MONO SHOWN °
<br />FOR CLARITY ° o °� 1> °O
<br />I=i 1.= - 1=III
<br />6 MIL VAPOR BARRIER I t °
<br />°.
<br />-
<br />1= I=� �. 0O
<br />r
<br />�- T-, - z
<br />#5 REINFORCING BAR
<br />R 1 7/8
<br />T� °
<br />Tr
<br />1x4 P.T. BASE NAILER
<br />_ _
<br />p � -=!
<br />° -i --1 I Fd I I--1 I I=1 I I=
<br />'
<br />' ���
<br />#5 LAP SPLICE
<br />-
<br />-I�-
<br />4"x4" INSPECTION
<br />NOTE: p - I=III -III�i 1�) =1
<br />•
<br />°lit
<br />�I-III-I
<br />I �-- I
<br />(2) #5 CONT.
<br />31/4 BASEBOARD
<br />PORT AT EACH
<br />* _
<br />FOR BEARING WALL I I I -I -III T
<br />_I I
<br />i_� 1-1,
<br />COMP. SOIL. (COMPACTED TO -_ °
<br />_
<br />36"MIN. LAP [36"MIN. LAP]
<br />ON 3" CHAIRS
<br />(�P' g" 1 �}" g"
<br />)
<br />FILLED CELL TYPICAL
<br />_I -I
<br />=-
<br />W/ UPLIFT ONLY _ _ _ 'i I -I -
<br />95% MODIFIED PROCTOR ASTM I I_- II T
<br />10"
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />M AT GARAGE CONTRACTOR
<br />? I =,= = III=III=III=! I=1 I III= I'= ! 1=! =III=, i'-
<br />!'- �I I I III-=1 -III= I -I -1 l-l-III-=
<br />D1557) - ,,'�
<br />4" 1'-4"
<br />_
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TocuTBLocoRPouR
<br />CURB DUE TO SLOPE
<br />-Ili
<br />ITi�',I .LII ITi il'I��Iii�; ilL� ill_Iil-lil=�;,-
<br />#6LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLABW/6X6
<br />W1 AXW1.4 WWF OR
<br />0- NOTE:EXTEND
<br />-
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS
<br />F
<br />WALL w/ UPLIFT rG
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S.
<br />SCALE: 3/4"=1'-0"
<br />C
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.�,13�S3
<br />M y _ r 0.
<br />' ` ° I
<br />�
<br />6 x 6 W1'4 x W1.4
<br />SEE PLAN
<br />1 1/2" RECESS FOR VARI S 6 x 6 W1.4 x W1.4
<br />°
<br />I I-
<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 LI I o
<br />- '` II `
<br />_ = z t
<br />min. 4
<br />10d NAILS TO TRUSS TOP CHORD
<br />x
<br />FOR TRUSS
<br />BARRIER , D 4
<br />I
<br />N
<br />°
<br />° a GRADE
<br />AT 24" O.C. MAX.
<br />PLAN OM
<br />x `
<br />CONNECTION INFO
<br />-rN
<br />cis
<br />�=
<br />COMP. SOIL. I ° I I I
<br />(COMPACTED TO 95% = -� -
<br />_ _ - _ _ -.
<br />oo ° •
<br />-
<br />_ - T Ti 1 1. I
<br />- -
<br />TOP OF BEAEE
<br />& LAYOUT DESIGN
<br />�--
<br />°
<br />' -
<br />°
<br />' '. °
<br />PROCTOR
<br />ASTM D1557)
<br />- -- (1) #5 REBAR w/ OPT.
<br />_ -I=SCrREF�IV ENCLOSURE
<br />_ - Wil
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />_ _ - °; : .
<br />°°MODIFIED
<br />:= _ ILr�sIl Inr I1,--I I
<br />3" MIN. CLR.
<br />I_ I I I I I
<br />BEAM SIZE &
<br />N ,� d a
<br />,-
<br />(2) #5 REBAR CON' .
<br />1-4 (1 STORY)
<br />ON 3" CHAIRS TYP.
<br />STD. 90 HOOK SEE
<br />(
<br />4„ I
<br />CONNECTION INFO
<br />M
<br />4;, STORY)
<br />U.N.O.
<br />DETAIL )
<br />MIN.
<br />� 2x4 P.T.
<br />PLATE
<br />I
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />— r
<br />-
<br />SEE A/S3/J/S6
<br />»sB
<br />I
<br />MIN 7116 O,S.B. SHEATHING
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE L
<br />w O.S.B.
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SCALE: 3/4"= V-0"
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />WPow
<br />>
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD,
<br />P.T. 2x
<br />COLUMNLocATION Q
<br />>
<br />_j
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />21HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />o
<br />w
<br />w
<br />COLUMN SIZE AND BASE
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. rM
<br />Oy �_ �� CONT. BEAD SEALANT
<br />SCALE: 3/4"=V-0" S3
<br />OPT: DEPRESS SLAB 5Y2"
<br />DEEP AND 6" BEYOND--
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />:.: • : ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />a °' 31/2"
<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 z
<br />13"
<br />O.H.D. RECESS _E Nr
<br />r`
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS
<br />r;
<br />`=
<br />T
<br />CONCRETE NAILS W 1 1/2
<br />1/2" GYPSUM WALLBOARD U.N.O.co
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />-�
<br />EXTEND FILL CELLS
<br />EMBEDMENT @ 12" O.C.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />TO FOUNDATION PAD _,;t
<br />-- '�..'I
<br />�..�.'...:. -• - - :,:, •
<br />STAGGERED, FROM BOTTOM
<br />INSULATION PER CHART
<br />�
<br />z
<br />0
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. r '
<br />—1 — — a' • _
<br />• '• ;. T-
<br />_ T
<br />-�
<br />M .,.' .:•.Q'�.
<br />T--=�1 1�-~ '•.' •. y - - -� d
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />w
<br />Q
<br />j
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />M
<br />- z b
<br />co - GRADE a
<br />g
<br />. •
<br />=1 I i • rr 1 O°
<br />TENSION 120#) CONCRETE SLAB
<br />E
<br />6 6 W1.4 A �+
<br />>
<br />"'
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE
<br />- I _ =
<br />III=1 I a ;— III =1'
<br />•.e• ' •.,:•
<br />• II_
<br />I .e• '.
<br />ICI
<br />r
<br />x x WI
<br />�' WWF OR FIBERMESH T
<br />r,
<br />LU
<br />W
<br />AND REINFORCEMENT)c�LU
<br />° , •
<br />Z_ ! I I —III W
<br />w _
<br />-_I_=I I .., ...
<br />'
<br />— • '' • ...
<br />',
<br />-
<br />BRICK PAVERS SLAB PER
<br />I—aw� II _
<br />II I it -- i
<br />.. III
<br />! .:-' . ':. III -I
<br />_
<br />�f iTf= - -
<br />°_
<br />or
<br />0
<br />p o I M 2
<br />SEE A/S3 OR J/S6 ff=-I I 'T
<br />l i rrr I
<br />SEE A/S3 OR J''/S6 -I I I =�IL ( I I-
<br />—I I I I r III—
<br />M 6 MIL VAPOR -j
<br />Y-
<br />_
<br />- _ -
<br />�� TT(= I -I I I TTT
<br />�r' —I 11=1�T--
<br />0-0 FIN. FLR.
<br />COMMUNITY SPECS
<br />- - -r =
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<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />FOR REINF. INFO, 3" MIN. CLEARANCE
<br />BARRIER r
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<br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'4' (1 STORY)
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<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />1' 8" 2 STOR
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<br />1'-8" 2 ST RY
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<br />4" 4"
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<br />SEE
<br />CONCPADATIO
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS
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<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG.rK
<br />TAPERED
<br />COLUMN FRAMING CD12
<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. S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />SCALE:
<br />3/4"= V-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 2020 Florida Building Code -
<br />Residential 7th 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: 22-12356
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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