|
5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />s
<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.
<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 @ 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) 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"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />PRE ENGINEERED WOOD
<br />1/2 GYP, WB (MIN.) @GARAGE SIDE IF z
<br />APPLICABLE.
<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.)NSULATION PER CHART ON FLOOR PLAN
<br />TRUSS 24" O.C. U.N.O.
<br />@
<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 HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE �
<br />x 10" "J" BOLT @ 24" O.C, W/ SIMPSON SP1 w/ (10)10d NAILS
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />COMPONENTS TO BE IN ACCORDANCE
<br />T
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N
<br />�
<br />2"°x3/16" PLATE WASHER (TYP. )
<br />STEP, SIZE OF FOUNDATION AND
<br />w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS
<br />CHAIRS TYP.) A"'
<br />WWF OR FIBERMESH
<br />Cl) 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 MOISTURE BARRIER
<br />( }
<br />;' � A.F.F.
<br />O.C. OR 5/8"x10' WEDGE ANCHOR „ x6W1.4xW1.4
<br />2
<br />INCLUDE THE WALL
<br />� 6x6W1.4xW1.4
<br />2,r
<br />� ° �
<br />SHINGLE ROOF, SHINGLES TO,
<br />BE IN ACCORDANCE w/ASTM
<br />,_ , a ' P _
<br />m ' I II
<br />�LI
<br />?
<br />° ° X L
<br />@ 24" O.C.) WWF OR FIBERMESH
<br />31/2"MIN.
<br />ATTACHMENTS
<br />CH WWF OR FIBERMESH
<br />31/2" MIN._
<br />D715$-CLASS G or H, or ASTM
<br />D3161-CLASS F, IN
<br />I ILI I II IT_II I p I I IEll,:1 r
<br />I=•�� 1=1
<br />' �I I J-I ° - - I
<br />a ELEV, -0 -31 /2
<br />°� n v d `' A.F.F. p
<br />n 2x4 CONT. a
<br />12 ACCORDANCE TABLE
<br />. _. _-
<br />I I I I=I I=I� (=�=1 I= J=1 I 1=J I r
<br />° ° ° J o
<br />I
<br />b -� ((-�( �31/2"(min.)- 4"
<br />a—
<br />I Imo-
<br />w/
<br />{NP') VARIES R905.2.6.1, FLORIDA BUILDING
<br />�I
<br />—"I I I T I I I-1 I TI I I-1 I F 1 I I_I I
<br />`=j l=�I I I=III=1I I I II I I=1 I 1=1 I F
<br />�l
<br />t
<br />I n n n N
<br />a ° i Q a °
<br />— D a': T-
<br />,- a -
<br />31/2 - 4 I I I I I=1 11=
<br />_ 1=T-I 1/2"(min.)- 4"
<br />-, _ D---—
<br />31 /2 (min.) 4 -%i =� ��L
<br />CODE 7TH EDITION (2020)
<br />I-i I I—IiII I I I
<br />g - �I,I 6,r-
<br />GARAGE DEPTH VARIES a
<br />n o
<br />(min.
<br />IJ-
<br />- -
<br />I
<br />RESIDENTIAL
<br />G b
<br />n G c
<br />I I
<br />ROOF SHEATHING - SEE
<br />INSULATION LE FRAMFRAMING E-[RSHSHEET
<br />TYPICAL INTERIOR BEARING4
<br />2 #5 CONT T`I "'I" 'T'-'
<br />O '''
<br />1 4 8
<br />2 #5 CONT. ',
<br />O 4 ��} g
<br />FOON
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rGG`*�GARAGE
<br />SLAB AT STEP rB`��
<br />TYPICAL BEARING WALL STEP MIN.SHEARWALLrc
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEPrcC
<br />'� ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=1'-0° S3
<br />"SHEAR WALL" .SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE OR 5/$"
<br />ALUMINUM FASCIA
<br />co���N�o���t
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />12" N.O. 2x SUB FASCIA
<br />1/2' OR 7/16 OSB MIN. PLYWOOD SHEATHING
<br />Qcs'
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />EE STRUCTURAL
<br />2x S.P.F. STUDS @ 16" O.C.
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />CEILING & 8" O.C. WALLS
<br />SOFFIT SHEET SS
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" 0/C
<br />�M
<br />M�N��o�s
<br />1G N�\N
<br />-OU
<br />8"x8"X16" KNOCK -OUT
<br />6" N
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />2x BLOCKING HORIZONTALLY
<br />INSULATION PER
<br />BLOCK 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 />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />APPLICATION
<br />10'-0" (R302.11 )
<br />SEE SECTION C/S3 FOR
<br />1x2#5
<br />P.T. HORIZONTAL
<br />VERT. IN FILLED CELL
<br />SEE CC/S3 OR N
<br />10--0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />ADDITIONAL INFORMATION 1/2 GYP. WB {MIN.) @GARAGE
<br />"
<br />NAILER
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8"° x 10" "J" BOLT @ 24" O/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 />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 />`SIMPSON SP1 (6)1/4"x31/4" 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 3500#, MIN, TENSION 2600#)
<br />^
<br />ARCHITECTURAL
<br />w/ (10) 10d NAILS �, 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />Q
<br />BAR o
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N
<br />END OF 2" x PLATE WWF OR FIBERMESH - E
<br />1x2 PT WD FURRING @ 24" O.C.
<br />FINISH
<br />TYP.
<br />ASSUMED FINISHED
<br />GRADE
<br />"E
<br />z., '
<br />PER MFR INSTRUCTIONS
<br />z
<br />#3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a
<br />°'
<br />u
<br />a
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />Z
<br />MONO OR STEMWALL
<br />MONO
<br />r I� ° D
<br />M c •
<br />�.
<br />r= I
<br />-PL-1
<br />FINISH GRADE 60 2
<br />[GRADE 60 MIN. Fy= 60ksi] a
<br />26" MIN. LAP [30"MIN. LAP]
<br />_� m — __ d
<br />D _T
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOOTING SHOWN °,
<br />FOR CLARITY
<br />1--i I = I-
<br />_I
<br />6 MIL VAPOR BARRIER I I p D . o
<br />n.
<br />ITI
<br />_ _ _ -
<br />I 11 I I I I _
<br />1- ,-
<br />� 1= N Z
<br />Wr>
<br />#5 REINFORCING BAR R 1 7/g
<br />T I I -
<br />1x4 P.T. BASE NAILER
<br />4 x4 INSPECTION
<br />=1=1 = z
<br />° I
<br />NOTE: � u � III III =r :
<br />u•
<br />r
<br />III —I I—T_-1� 1=�
<br />�- I I T_� I�
<br />I —I
<br />#5 LAP SPLICE
<br />31/4 BASEBOARD
<br />"
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />�� I�
<br />-I i.=1 i�l
<br />FOR BEARING WALL -I IIILAP]
<br />- -_ T
<br />I I I'
<br />I a
<br />_ o
<br />COMP. SOIL. (COMPACTED TO �
<br />_ _
<br />I 11-.�-1 I I—�
<br />36" MIN. LAP 36" MIN.
<br />[
<br />ON 3" CHAIRS „ „
<br />g 1 �, g
<br />(gyp')
<br />MIN. 2500 PSI CONC. SLAB
<br />W/ UPLIFT ONLY - - -l_ ;' III -'I 'i
<br />= I - I-
<br />95% MODIFIED PROCTOR ASTM �= I1= -I (1=
<br />I��
<br />1=1 -
<br />101,
<br />MIN PSI MAY VARY PER
<br />c•� AT GARAGE CONTRACTOR
<br />cCn
<br />- -
<br />III III= III III I =1 I III III-1! _ _ � i- I , i _ I -I
<br />" =1 I ! -I I -.I i= !=III -III I !=i 1-
<br />D1557)
<br />4" 1'-4"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />I_I; :-' I _ 1--I L _ '-
<br />#6 LAP SPLICETYPICAL
<br />INTERIOR BEARING
<br />CONCRETE SLAB W/6X6
<br />W1.4XW1.4 WWF OR
<br />- NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />E
<br />REBAR DETAILS rF'
<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"=V-0" S3
<br />SLAB INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE:
<br />SLAB INFORMATION,
<br />3/4"=1'-0" S3
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />V
<br />r I,
<br />_�= I - ' D I �N+
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />°
<br />6 MIL VAPOR IT P I �- _- z
<br />3 1/2" WWF OR FIBERMESH
<br />4'
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />10d NAILS TO TRUSS TOP CHORD
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />-I I r I I.
<br />min.
<br />x FOR TRUSS
<br />BARRIER ; 4
<br />D I I
<br />COMP. SOIL.
<br />_
<br />° a v GRADE
<br />°° -_ - _ - - - - - - -
<br />AT 24" O,C. MAX.
<br />SEE PLAN FOR
<br />TOP OF BEAM
<br />x x CONNECTION INFO;4.
<br />& LAYOUT DESIGN
<br />-
<br />:
<br />(COMPACTED TO 95% —11= I I=
<br />_ 'ITT— r r—TIT i'TI r
<br />_ — - _ 4 ' _
<br />-(1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
<br />- -a e III —III; L (V
<br />a.:
<br />MODIFIED PROCTOR TTI I 1 I f=ITI III
<br />ASTM D1557)
<br />_ -_ -
<br />ENCLOSURE
<br />-� I I III=1T IJ ;.III-
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />c a ' a
<br />:' _ I, �I�-��=-II T . "'
<br />I
<br />3" MIN. CLR.
<br />- I C I �_I j I I- '
<br />CONNECTION INFO
<br />I,
<br />O #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE
<br />U.N.O.N CHAIRS TYP, V-8" 2 STORY
<br />U.O4 ( ) DETAIL)
<br />4 ' I $'r_
<br />MIN.
<br />2XaP.T.
<br />3 PLATE/16"I
<br />I I 2x4 #2 SYP P.T. FRAMING w/
<br />I
<br />co • . a
<br />-jz41
<br />TYPICAL WALL SECTION rA
<br />TYPICAL THICKENED SLAB EDGE rL
<br />O.S'B'
<br />MIN 7/16" O.S.B. SHEATHING
<br />Z ATTACHED PER NAILING
<br />SEE A/S3/J/S6 8"
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = 1'-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />�.A P� L
<br />SCHEDULE
<br />PSECTION
<br />1/2 GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />>
<br />J SEE PLAN FOR STRUCTURAL
<br />SEE TYP. WALL OR ADDITIONAL
<br />SLAB INFORMATION.
<br />2„ HOLD GYP. BD.
<br />W COLUMN SIZE AND BASE
<br />1/2" FROM SLAB
<br />o
<br />� CONNECTION INFO,
<br />SLAB STEP 8c RECESS S.G.D. M
<br />0� '_o" � CONT; BEAD SEALANT
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 5 �"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT _
<br />13"
<br />qr
<br />• : " ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />, ` , 3 1/2„
<br />•' GARAGE
<br />SEE DETAIL 161D1 FOR
<br />COLUMN TO PORCH SILL
<br />SECURE 2x4 P.T. BTM, PLATE
<br />w/ 1/4"x3" TAPCONS
<br />AT 8" O.C.
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />O.H,D. RECESS
<br />O.H.D. RECESS
<br />. „'
<br />ATTACHMENTS & 18/D1
<br />PAVERS
<br />Cz
<br />`'
<br />�-
<br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />--
<br />EXTEND FILL CELLS
<br />_ `'
<br />,' .-
<br />W/ DRYWALL SCREWS 8"O.C.
<br />EMBEDMENT @ 12" O.C. @
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />Z SQUARE CMU BLOCK BASE
<br />TO FOUNDATION PAD
<br />MAT REINFORCING.
<br />.. -• `' '
<br />CONT. FOOTING STEEL
<br />—
<br />I
<br />Cl) '' <. '
<br />--r�
<br />I —III •a. •.• r f" — '—
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />w
<br />Q
<br />SIZE VARIES PER PLAN
<br />> w/ MIN. (2) #5 VERTICALS
<br />M
<br />- Z
<br />co
<br />GRADE--
<br />I 1 I .• a:•. r. �� -
<br />-11 ;:: 4 T °°
<br />7= T
<br />I 1 . -
<br />=1 1=1 : • �; I oo
<br />4 *-LU
<br />'
<br />TENSION 120#) CONCRETE SLAB _E
<br />6x6W1.4xW1.4 N
<br />>
<br />w
<br />FILLED SOLID (SEE PLAN FOR
<br />_ -
<br />I r
<br />III '.a •.Cl)
<br />..
<br />I- _
<br />III —I I . I-r I r=
<br />_ _
<br />WWF OR FIBERMESH r'
<br />p
<br />w SIZE AND REINFORCEMENT
<br />W )
<br />_
<br />Z w Q
<br />e •
<br />f—i —i — 1 i; W
<br />"� =
<br />ji
<br />'"
<br />--� I II I
<br />M
<br />= _ - -r o '
<br />_
<br />^
<br />I 1=1 a
<br />U)
<br />BRICK PAVERS or SLAB PER
<br />I^ CL W
<br />p o `n =
<br />- -
<br />-1 �� _I_ l 1= Z a
<br />! I JS a • • L
<br />I I
<br />.I a �'.+
<br />N III-'- —-I Q.
<br />LL U—
<br />SEE A/S3 OR J/S6 III=1 �r I �-
<br />R-
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />=I I I I -� „ I I [=
<br />SEE A/S3 OR JIS6 I l;, , I i
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />COMMUNITY SPECS
<br />-
<br />M 6 MIL VAPOR�.-
<br />- -_ r �1 I-T1 f-III-1 I I
<br />BARRIER 1�T
<br />=1 I I I--�I 11I ff
<br />-,
<br />w
<br />(- FOOTING v
<br />- - - -= _' BEYOND
<br />_-1 I ! I I-
<br />„
<br />1 (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1-4 (1 STORY)
<br />III "'T
<br />: ,, •� : • • `•'..: •
<br />'-
<br />PAD REINFORCEMENT „
<br />3 MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />1 $ (Z STOR)
<br />n
<br />1-8 (2 STORY)
<br />4" 4"
<br />♦•'� SEE FOUNDATION
<br />v .. ! `%INFO.
<br />FOOTING WIDTH
<br />.'
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS J.1
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />TAPERED
<br />COLUMN FRAMINGrCD12
<br />PATIO COLUMN FTG. DETAIL N
<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: 3l4"=T-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
<br />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 />JOB
<br />NO:
<br />22-08305
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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