|
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 „ „ „ O.C. w/ (2)12d TOE NAILS
<br />(U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12
<br />(U.N.O.) BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS
<br />(0. ) %" GYP" TYPE "X° @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />EACH END (WHEN PARALLEL)
<br />W/
<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'-0" (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 />1/2" GYP. WB (MIN.) @GARAGE SIDE IF
<br />INDICATED ON THE PLAN. ATTACH
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />PRE ENGINEERED WOOD
<br />z
<br />APPLICABLE. d
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W! 8d COMMON NAILS @
<br />4 O.C. @BOUNDARIES, 6 O.C. @ INSULATION PER CHART ON FLOOR PLAN
<br />EDGES AND 12" O.C. FIELD
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />O. 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 0/C &
<br />SLAB & BLOCK
<br />@ @
<br />SIMILAR AT FOUNDATION ONLY "
<br />HURRICANE ANCHOR @ EACH
<br />ROOF FLASHING AND ROOF FLASHING
<br />@ 6" MAX FROM END OF 2 x PLATE -
<br />x IMPSON SP1 w/ (10)10d NAILS
<br />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 TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r
<br />r
<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.) WWF OR FIBERMESH
<br />ELEV. 0'-0"
<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 MOISTURE BARRIER
<br />A.F.F.
<br />x WE
<br />O.C. 0R 5 8 10 DGE ANCHOR 2 x 6 W1.4 x W1.4
<br />INCLUDE
<br />6 x 6 W1.4 x W1.4
<br />o °
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ASTM
<br />_ _
<br />-III=I I =III=I °° . � ° � ' I I=III=III=I� I=
<br />� �
<br />z
<br />@ C�
<br />O WWF OR FIBERMESH
<br />31/2" MIN.
<br />ATTACHMENTS2"
<br />WWF OR FIBERMESH
<br />3 1/2" MIN.
<br />D7158_CLASS G or H, or ASTM
<br />D3161 CLASS F, IN
<br />1=III-III=1 I L' • . I I I 1 ' I
<br />I I=�=I I (=III -I ° ° I=) I I=1 I=II
<br />.I I -I - - -1
<br />ELEV. 4-3 1 /2"
<br />A.F.F. o
<br />2x4 CONT. U_
<br />P.
<br />12 ACCORDANCE w/ TABLE
<br />„III
<br />-I I I II M I I=I 1-1 I=I 1(=1I (=I I I=I 1 = I 1
<br />= N
<br />b
<br />=I I=TT 1/2"(min.)- 4"
<br />- b I ==T= 1/2"(min.)- 4"
<br />TYP. R905.2.6.1, FLORIDA BUILDING
<br />(TYP.) VARIES CODE 7TH EDITION 2020
<br />-1 I I I=1 I=I I=I I I h=I I LI I I
<br />_I I �, II Ii I I i 111 III I II i II I I-1
<br />I I'
<br />GARAGE DEPTH VARIES
<br />D ° 1
<br />- - -rr1-n ° -I I -I I=
<br />`31/2"(min. - 4" -� -
<br />D °
<br />60
<br />3 1/2"(min.) --
<br />RESIDENTIAL
<br />rt
<br />-
<br />_
<br />I I fll I -(I =� =I I=1�'
<br />I
<br />eN
<br />_ _ _ _FT
<br />=1 I=III �=III=1 t f=1Ti I I=J
<br />t11=
<br />ROOF SHEATHING - SEE
<br />INSUL ION LE SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />= = =
<br />(2) #5 CONT. 4"1'-4",11—�
<br />(2) #5 CONT. 4��
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rGG
<br />GARAGE SLAB AT STEP rB
<br />U.N.O. MIN.U.N.O.
<br />TYPICAL BEARING WALL STEP SHEARWALL("C�
<br />MIN.
<br />TYPICAL BEARING WALL @ STEPrcC
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />_
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />�°����
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD ER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />"6xA
<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 />'(\,11
<br />QGs•
<br />ABOVE) W/DRYWALL
<br />SCREWS / 7" O.C.
<br />EE STRUCTURAL
<br />A
<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
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C
<br />1GGN�\N
<br />8"x8"X16" KNOCK -OUT
<br />KNOCK-OUT
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />\�
<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 />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@ APPLICATION
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />SEE SECTION C/S3 FOR
<br />1x2 P.T. HORIZONTAL
<br />#5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR 04
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />1Y-0" (R302.11)
<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" O/C W/ 2"°X 3/16" 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 3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />„
<br />WALL SEE GG/S3) 5/8 x 6 EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE O.C. W/ 7 EMBEDMENT (MIN. SHEAR
<br />ARCHITECTURAL
<br />FINISH
<br />(6) 1/4"x3 1/4" 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 3500#, MIN. TENSION 2600#)
<br />W/ (10)10d NAILS N 2x P.T. PLATE
<br />T
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />a
<br />BAR w
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _
<br />END OF 2" x PLATE WWF OR FIBERMESH M E
<br />1x2 PT WD FURRING @ 24" O.C.
<br />TYP
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR U
<br />D °
<br />s i GRADE
<br />p .
<br />N z_
<br />GRADE 40 MIN. Fy= 40ksi
<br />#3 & #4 LAP SPLICE
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />MONO OR STEMWALL Z
<br />r ° 'b -
<br />c� - - = a ,. FINISH GRADE °�
<br />_
<br />GRADE 60 MIN. F = 60ksi-
<br />25" MIN. LAP [30"MIN. LAP] [ y a
<br />—III —I
<br />1TI-11 I ' III III-1TI=1
<br />CELLS(SEE
<br />FOUNDATION PLAN
<br />FOOTING MONO SHOWN °O
<br />FOR CLARITY
<br />-1 t I-1 I �I I I _ -
<br />6 MIL VAPOR BARRIER D ° ( T= I I=I I =_ °°
<br />n. - I I F=7 r
<br />wLL1
<br />' �I I I= ' • • I
<br />' ° I'
<br />1x4 P.T. BASE NAILER
<br />FOR LOCATIONS)
<br />z
<br />I 1= I III III-,
<br />I I I o I I=�-=L- r z
<br />-
<br />#5 REINFORCING BAR R 1 7/8
<br />I= T
<br />�-
<br />4"x4" INSPECTION
<br />� � �
<br />l
<br />I I • I I �-�T�.- � I=�_ �
<br />I
<br />#5 LAP SPLICE
<br />_
<br />(2) #5 CONT. • =1 �( �_; ,�, I, ; ,�,
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />_I I
<br />NOTE:
<br />*FOR BEARING WALL = -
<br />° I=1 I I— I —I I=� I
<br />COMP. SOIL. COMPACTED TO __
<br />( —I I '
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3" CHAIRS
<br />8 1 4 8
<br />FILLED CELL TYPICAL
<br />- -
<br />W/ UPLIFT ONLY
<br />_ _
<br />-
<br />95% MODIFIED PROCTOR ASTM _ I -I I = j T- _� 11
<br />( -44
<br />j I I I I ��-1
<br />101,
<br />(�P')
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />M AT GARAGE CONTRACTOR
<br />cn
<br />= _
<br />D1557 4- 11 1 I r 1-11 rr,--
<br />) "'
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLABW/6X6
<br />W1.4XW1.4 WWF OR
<br />- NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS F
<br />WALL w/ UPLIFT rG
<br />"FIBERMESH'
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />��_ � ��
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3
<br />��_ � �,
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 =1-0 S3
<br />INFORMATION.
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />SLAB INFORMATION.
<br />SLAB
<br />L /
<br />r ° ° I 00 �
<br />r, v = I= =I I
<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 I� I D f I I I -I I = - z_ -
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />10d NAILS TO TRUSS TOP CHORD
<br />SEE ROOF PLAN
<br />FOR TRUSS
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />_ G
<br />�C; 4.
<br />BARRIER III D D 4 I I `�
<br />- ° a GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />x % CONNECTION INFO
<br />COMP. SOIL. ° _ �_ '-
<br />(COMPACTED TO 95% -I
<br />°° = I-= I _) T _ _ �_ - - - -
<br />—I 11-111-111—I 11-1
<br />TOP OF BE
<br />&LAYOUT DESIGN
<br />-
<br />_
<br />c ' -T �' 4
<br />^ ' III -=I I I N
<br />MODIFIED PROCTOR I I I I i=T[ 1=1 I fl i
<br />- ' 1 #5 REBAR OPT.
<br />- - O
<br />- - - Mirfi=
<br />=
<br />SEE ROOF PLAN
<br />- _ - - , : ,
<br />00 a a I ' co
<br />"'
<br />1= S RE N NCLOSURE
<br />-I1-1 I I�11=I r ,r-rl-�
<br />(2) HTS20
<br />FORSTRUCTURAL3
<br />- `r
<br />ASTM D1557)
<br />„ MIN. CLR.
<br />� - I I I I I=I I II �-I I I-
<br />I I I- I , .
<br />BEAM SIZE &
<br />-
<br />r TIT._
<br />(2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 Fi00K (SEE
<br />ON 3" CHAIRS TYP.
<br />4
<br />CONNECTION INFO
<br />M _ (.-
<br />III
<br />4, 1'-8" (2 STORY) DETAIL)
<br />MIN.
<br />I II
<br />U.N.O.
<br />PVTE
<br />2x4 #2 SYP P.T. FRAMING w/�-�
<br />SEE A/S3/J/S6 1- I
<br />TYPICAL WALL
<br />P L q
<br />TYPICAL THICKENED SLAB EDGE rL
<br />7/16"
<br />°'SB
<br />MIN 7/16" O.S.B. SHEATHING
<br />z ATTACHED PER NAILING
<br />� 8"
<br />FOR REINF- INFO.
<br />SCALE: 3/4" = V-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />E° p ° L
<br />¢ SCHEDULE
<br />SEE TYP. WALLSECTION FOR ADDITIONAL
<br />1 Y
<br />I2 GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />�D
<br />w SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION,
<br />2„ GYP. BD.
<br />w COLUMN SIZE AND BASE
<br />rM
<br />1/2"
<br />2" FROM SLAB
<br />o
<br />Uj CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D.
<br />0� _p _j CONT. BEAD SEALANT
<br />SCALE: 3/4"=V-0" S3
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND
<br />Y v • ' ¢
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />_
<br />° • e 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 />A. A. A. d
<br />COLUMN TO PORCH SILL
<br />° w/ 1/4"1 TAPCONS AT 8"
<br />:•°, Q.C.
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS z
<br />13"
<br />O.H.D. RECESS
<br />. <
<br />e GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS
<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 />•_1-�- •
<br />r "
<br />M
<br />`I--
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C'
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />z SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD °
<br />MAT REINFORCING.
<br />_ _-_
<br />.
<br />' ' '-
<br />N
<br />CONT. FOOTING STEEL
<br />-� ��-I I -I I I (� �- d
<br />-r •. • ,.
<br />Cl)
<br />I I- I -• I I III
<br />i 1-
<br />=r
<br />' ` '° °' Q. I
<br />•. I =
<br />-
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />SHEAR 1 #MIN.
<br />(MIN. 80 CONT, BEAD SEALANT
<br />w
<br />SIZE VARIES PER PLAN
<br />Q w/ MIN 2 #5 VERTICALS
<br />O
<br />M
<br />GRADE
<br />T I I - -
<br />-III=1 I=i
<br />.•. _ _
<br />• , _
<br />_
<br />TENSION 120#) CONCRETE SLAB
<br />Q
<br />>
<br />•
<br />w FILLED SOLID PLAN FOR
<br />- -
<br />00
<br />�I
<br />-I I
<br />1-I
<br />I oo
<br />'. T
<br />_ d
<br />q�16x6WlAxWIA
<br />(SEE
<br />W
<br />-
<br />I 'a •, .� I I -I
<br />I I=I I
<br />I � I
<br />I=I I
<br />: ; :'• r� I-
<br />'.a �, '�' -I
<br />. -� .... 1=I r
<br />,l
<br />- WWF OR FIBERMESH r-
<br />°° L�
<br />o
<br />SIZE AND REINFORCEMENT)
<br />w
<br />"'
<br />c�LU -
<br />z w o w
<br />o w LU w - z
<br />1-II I I I_I
<br />I-1I
<br />I I I_I
<br />- a
<br />N - -
<br />--
<br />BRICK PAVERS or SLAB PER
<br />Q
<br />poI•
<br />"
<br />SEE A/S3 OR J/S6 I 11-t I 1=
<br />I I T III
<br />SEE AlS3 OR J/S6 I
<br />I 1
<br />I I I I
<br />ITii III
<br />_
<br />PIN_ _
<br />Cl)6 MIL VAPOR - I I 7 - - -
<br />�I -` = 1-
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />w
<br />FOOTING v
<br />FOR REINF. INFO. 3"MIN. CLEARANCE
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />BARRIER
<br />BEYOND
<br />(1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1 4" (1 ST RY)
<br />-III I I I1=13
<br />-�, I r-I I - I -I ,
<br />t . r• : • . , • .
<br />PAD REINFORCEMENT—/ MIN. CLEARANCE
<br />1' 8" (2 STOR)
<br />V-8" (2 ST RY)
<br />4" 4"
<br />• �• "� SEE FOUNDATION
<br />•.� ?. •� :� ��. CONC. PAD INFO.
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS J 1
<br />GARAGE DOOR SLAB
<br />RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />TAPERED
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<br />PATIO COLUMN FTG. DETAIL N
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION
<br />FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=1'-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 />JOB
<br />NO: 23-04901
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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