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<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH
<br />s „ „ „
<br />(U.N.O.) (OR % GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS
<br />„
<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 W/A HABITABLE ROOM
<br />GARAGE
<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 />j
<br />(1) ROW BLOCKING @MID
<br />(12)10d NAILS U.N.O.
<br />R
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />�
<br />ROWS 2x BLOCKING 3rd PTS
<br />@16" O.C. W! (2) @
<br />SHEATHING REQ'D. FOR ALL 1 ROW 2x BLOCKING MID HGT. FOR WALL
<br />) @
<br />1) ROW 2x BLOCKING
<br />� @MID HGT. FOR
<br />5/8" x 10" "J" BOLT @ 24" O.JAND
<br />—
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-61% 2 ROWS 2x BLOCKING 3rd PTS
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @
<br />2"x3/1 " PLATE WASHER(TYP.) WALL HGT. < 8'-6". 2 ROWS 2x BLOCKING
<br />(ALT: 1/2 x12 TITEN HD @ ( )
<br />'� �� @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. v
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />BOUNDARIES,
<br />OE D
<br />O.C. OR 5/8"x10' WEDGE AINSULATION PER CHART ON FLOOR PLAN
<br />@ 24 O.C.)
<br />'SIMILAR
<br />3/8" MORTAR BETWEEN
<br />EDGES, ND @ 2" O.C. @
<br />AT FOUNDATION
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" OIC &
<br />SLAB &BLOCK
<br />5/8"° x 10" "J" BOLT 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS
<br />IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE `I
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATIO
<br />(1) LAYER TYPE 11(#30)
<br />(2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4
<br />CHAIRS TYP. c,
<br />(TYP.)
<br />A„
<br />,_ „
<br />ELEV. 0 0AL
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILx P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF
<br />PITCH > 4:12
<br />WWF OR FIBERMESH
<br />_
<br />A.F.F.
<br />OR 5/8"x10' WEDGE ANCHOR @ 24" x6W1.4xW1.4
<br />O.C.) 2
<br />INCLUDE THE WALL
<br />6x6W1.4xW1.4
<br />ATTACHMENTS
<br />D. A. .
<br />(2) LAYERS TYPE I OR TYPE 11
<br />°
<br />° °
<br />WWF OR FIBERMESH
<br />WWF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.
<br />- = I - °' . ° ° D. - =1 _
<br />T� I D I=I
<br />I 1-III=1 I �I =I 0111] �I -"�- I I=1
<br />° I
<br />- ° O
<br />° ° ° ° Q ° ° 4 d ELEV. -0'-31/2" o
<br />a ° ° a ° ° d
<br />O d °
<br />° A.F.F. U_
<br />�31/2"MIN. 1
<br />D e
<br />�31/2"MIN.
<br />°
<br />D' _11
<br />REQUIREMENTS SEE R905. PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.-_
<br />I I I I I -
<br />r——I =I —_ —_ I —I — =1 I
<br />2x4 COT. a
<br />° a ° d ° g .a N
<br />p ° ° ' i I�I, 131 /2"4"
<br />-
<br />I00
<br />_
<br />°I� 1 /2"(min.)- 4„
<br />12 HURRICANE ANCHOR @EACH
<br />�T� �[[ T� �7
<br />1 I I III I� I, III I
<br />- _ �= -I I - = f7-`
<br />° d ° d d
<br />I I d ° e
<br />GARAGE DEPTH VARIES
<br />n n
<br />31/2 (min. - 4 - ° _ (
<br />n m n_
<br />31/2 (min.) - 4 -� �-� F
<br />(TYP.) TRUSS SEE UPLIFT SCHED. W/
<br />VARIES ( )
<br />d
<br />METAL PL. UNDER EA. TRUSS
<br />a ° a g
<br />(2) #5 CONT. ��
<br />(2) #5 CONT. 4" 8"
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />4„ 1'-4" 8"
<br />U.N.O. MIN.
<br />INSULA ION LE SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL C
<br />TYPICAL BEARING WALL @STEP GC
<br />SN1 NAILING SCHEDULE ON SHT.
<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"=V-0" S3
<br />` ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />-
<br />INFORMATION.
<br />5/8" OR 1/2" HIGH ALUMINUM DRIP
<br />oN�`NJOJs t
<br />STRENGTH CEILING EDGE
<br />BOARD PER CODE (OR 5/8" ALUMINUM FASCIA
<br />GYP. TYPE "X" @GARAGE
<br />1/2" 0R 7/16" OSB MIN. PLYWOOD SHEATHING
<br />W/A HABITABLE ROOM 12" ,N.O. 2x SUB FASCIA
<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 />ABOVE) W/DRYWALL EE SOFFIT
<br />CREWS @ 7" O.C. SHEET
<br />S7
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />\ ��N�Uco s
<br />'coN��N
<br />(1) ROW 2x BLOCKING @MID HGT.
<br />CEILING & 8 O.C. WALLS
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />\ ,/
<br />`
<br />FOR WALL HGT. 5 T-6". (2)
<br />8"x8"X16" KNOCK -OUT
<br />EXTERIOR WALL 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />NOTE: ROWS 2x BLOCKING @ 3rd FITS
<br />INSULATION PER BLOCK W/ 1#5 CONT.
<br />1 x P.T, STUD
<br />"
<br />(2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION
<br />SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR FILLED SOLID W/GROUT
<br />- #5 VERT. IN FILLED CELL
<br />7/S" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB {MIN.) @GARAGE
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />SEE CC/S3 OR N
<br />G/S3 FOR ANCHOR
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 F100K DETAIL
<br />SIMPSON N w/ SIDE IF APPLICABLE.
<br />NAILER 8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16
<br />° ° 3RD LAYER 1/8 THICK.
<br />PLATE WASHER TYPICAL
<br />K.O. BLOCK
<br />IL
<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 @ 24" O.C. VERT, OR
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />MIN, 2500 PSI CONCRETE SLAB W/
<br />2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />*SIMPSON SP1 (6)1/4"x3114" TAPCONS
<br />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
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N
<br />w/ (10) 10d NAILS �, 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR W
<br />END OF 2" x PLATE WWF OR FIBERMESH *=
<br />F I cl?
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />TYP. T
<br />ASSUMED FINISHED
<br />= GRADE
<br />ci PER MFR INSTRUCTIONS
<br />E
<br />iv - D ' ° . z
<br />#3 OR #4 REINFORCING BAR o
<br />GRADE 40 MIN. Fy= 40ksi a
<br />#3 & #4 LAP SPLICE
<br />t, ° p•
<br />II —III—III it —I I —I I III_
<br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL
<br />CELLS
<br />U z_
<br />MONO OR STEMWALL °
<br />° _
<br />r D
<br />�,, -0 p. FINISH GRADE
<br />-�
<br />I
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />25" MIN. LAP [30" MIN. LAP]=1I
<br />S
<br />. p . • -
<br />I— r
<br />' I I I= D • + I 1=T" 1T1=T
<br />(SEE
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOOTING MONO SHOWN D D
<br />D p °
<br />FOR CLARITY ° _ _
<br />° D I= I I= I M I I=I I I= I I=I
<br />D ° P
<br />—
<br />_
<br />p D ° _
<br />6 MIL VAPOR BARRIER I °. I T
<br />I —I (-I N z
<br />I T-_-
<br />w
<br />R 1 7/8" �'
<br />#5 REINFORCING BAR
<br />r
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />° _ _-_- K
<br />III=III=III III-III=III- _
<br />NOTE: D I=I I I I I I I I I=1 I I=I I
<br />I I I I I -
<br />— fT
<br />#5 LAP SPLICE
<br />2 #5 CO-
<br />O — T-
<br />ON 3" CHAIRS
<br />3 1/4" BASEBOARD PORT AT EACH
<br />9 11 I —I I I —I I I-11 I-1 I I —I I I= cv
<br />*FOR BEARING WALL I=III=III=III=I I (=III-1 '-
<br />I D I I I I I
<br />COMP. SOIL. (COMPACTED TO -I I _ _
<br />36"MIN. LAP [36"MIN. LAP]
<br />g" 1'_4" 8"
<br />(TYP.)
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />_ _ _ _ _ _ _ _ _ _ _
<br />W/ UPLIFT ONLY - - ___ =
<br />I-
<br />95% MODIFIED PROCTOR ASTM
<br />10"
<br />7777
<br />M AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER cn
<br />_ _ _ _ _ _ _ _ _ -_
<br />I I I=III=III=III=III=) I=III=III-III=III=III=III-III=III=III I
<br />=1 I =III—III=III=III—III=1 I =III=III=III=III=III=1
<br />D1557)=}Tr-�
<br />4" 1'-4°
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />-III—
<br />—I 11-III-III. III I i ;III III I I _
<br />— — — �
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />I ;III
<br />CONCRETE SLABW/6X6
<br />NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS rF
<br />WALL W/UPLIFT rG
<br />_a
<br />W1.4XW1.4 WWF OR DECO FINISH 4" to 6"
<br />"FIBERMESH" BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />Z
<br />n L oo -
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />VARIES
<br />1 1/2" RECESS FOR 1.4 x W1.4
<br />D 80
<br />I r I -
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w! (3) SEE ROOF PLAN
<br />F6x6W
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />6 MIL VAPOR D = z_
<br />f ,.
<br />min.) 4 "
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />°
<br />BARRIER D, p 4 I _
<br />_
<br />° ° ' �r GRADE
<br />AT 24" O.C. MAX. x
<br />SEE PLAN FOR CONNECTION INFO
<br />% x
<br />COMP. SOIL. I I n I r
<br />_ -_I� - - _ =1 ° • - - -
<br />&LAYOUT DESIGN
<br />TOP OF BEAM
<br />° _ - -
<br />I,=R)
<br />(COMPACTED TO 95% -� -
<br />I I 1 I 1 I I -I 11=1 I I ]
<br />_ _ _ _-� rT m-tiF- i r
<br />_ _ - - - (1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
<br />.-. - ° ; ° I T
<br />_ a'• ° °
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />' -�� -_N ENCLOSURE
<br />- I- ''
<br />(2) HTS20 FOR STRUCTURAL
<br />.' _� I- I - � E
<br />3° MIN. CLR.
<br />-4 I I I I- I I ; I I-1 I
<br />I- ''
<br />14
<br />BEAM SIZE &
<br />N n
<br />a .
<br />(2) #5 REBAR CONT.
<br />1-4 (1 STORY)
<br />I - I
<br />CONNECTION INFO
<br />M = I .. _
<br />T
<br />ON 3" CHAIRS TYP. STD. 90 HOOK (SEE
<br />4" -8"' (2 T DETAIL)
<br />MIN.
<br />� P.T.i 1
<br />f
<br />'
<br />U.N.O.
<br />2x4 #2 SYP P.T. FRAMING w/
<br />a=III
<br />I
<br />_
<br />SEE A/S3/J/S6 , ,� , ,�
<br />'
<br />g ",6� MIN 7/16" O.S.B. SHEATHING
<br />M g"
<br />TYPICAL WALL SECTION q
<br />TYPICAL THICKENED SLAB EDGE L
<br />O.S.B. z ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SCALE: 3/4" = V-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />w_ 0 SCHEDULE
<br />¢
<br />>
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />> 6x6 P.T. #2 SYP
<br />SLAB INFORMATION.
<br />2„ 12" FROM SLAB
<br />� ABU66
<br />SLAB STEP &RECESS S.G.D.K"M
<br />0l 1_ 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 />BLOCK WALL BEYOND
<br />` ' ¢ 2X STUDS @ 24" O.C. U.N.O.
<br />: P: �.: INTERIOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT _
<br />°.. „
<br />° -31�2
<br />w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL AT 8" O.C.
<br />LL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />13"
<br />O.H.D. RECESS _�
<br />. r' �" GARAGE
<br />ATTACHMENTS & 18/Di
<br />PAD�OOTINGNRY
<br />PAVERS z
<br />r; M
<br />`�"
<br />r
<br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM TRIM PER PLAN
<br />ATTACHMENTS
<br />8" MASONRY WALL
<br />-�
<br />EXTEND FILL CELLS c
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
<br />TO FOUNDATION PAD E
<br />.`; '' :. , ' '
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. r '
<br />-' i I I -III III .` . ' y • III III-
<br />- -
<br />� I
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180#MIN. CONT. BEAD SEALANT _
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />M
<br />- 4
<br />00 GRADE d
<br />a :. ib
<br />_
<br />_
<br />'' 4"
<br />TENSION 120#) CONCRETE SLAB -
<br />6 6 W1.4 x W1.4
<br />i, FILLED SOLID (SEE PLAN FOR
<br />=_ __ __ _ ° a
<br />w =III —III 1=III=III I=1
<br />1►=
<br />.<• �,'':�' I��_�
<br />; . . _� _ .'
<br />III —II .°. '.< •..'' _—I
<br />x N
<br />- �- WWF OR FIBERMESH '-
<br />°° `"
<br />SIZE AND REINFORCEMENT}
<br />°
<br />Z D -- - ° •
<br />Z-III=I III=III=III=I I w
<br />�- W III —III 11=1 11=1 I I_
<br />� •
<br />.-�. '. I —III
<br />•.+ �
<br />E: °'
<br />_
<br />N `r - € -I I -I °
<br />TT= 1 -
<br />BRICK PAVERS or SLAB PER
<br />OW(A Z
<br />O p
<br />a', •' : :
<br />—I fl I 111=
<br />SEE A/53 OR J/S6 � ,,,
<br />: -
<br />SEE AlS3 OR J/S6 � I I �- � I � Ir
<br />,; I -
<br />� - -
<br />M 6 MIL VAPOR - — = _ = I= — —
<br />BARRIER = I r I —ITI— Ir I ► =1►1=1 i i �i-1T-
<br />COMMUNITY SPECS
<br />0'-0" FIN. FLR.�=1
<br />"
<br />=1 1=III=III=III I =III=III—=
<br />III III=III=III=III=III III=III=III= FOOTING
<br />_ _
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />I I I I T (�h
<br />_ _
<br />I IIIII IIIII IIIII lI ,� I III III- BEYOND
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />V-4" (1 STORY)
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<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />1'-8" (2 ST RY)
<br />4" 4"
<br />SEE CONF FOUNDATION
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<br />FOOTING WIDTH
<br />•AD
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS i,�
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />TAPERED COLUMN FRAMING CD12
<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"=1'-0" S3
<br />SCALE: 3/4°-T
<br />SCALE: N.T.S.
<br />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
<br />Florida Building Code -
<br />Residential Sth Edition. Engineers 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 />19-8533
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
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