|
3
<br />E3
<br />N
<br />J
<br />N
<br />i
<br />7/)-
<br />7v17 7/17
<br />7-2
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />„ „ TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />HIGH STRENGTH
<br />1(OR
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />//2
<br />BLOCKING @ 12" O.C, w/ (2)12d TOE NAILS
<br />(U.O.} GYP. TYPE X @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />.
<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. 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
<br />@ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />xf�
<br />(12)10d NAILS U.N.O.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />- --- J
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />SHEATHING REQ'D. FOR ALL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6".
<br />(ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />3/8"MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />„
<br />2x P.T. PLATE 1i4" DIA. X 31/4" TAPCONS @ 24" O/C & �
<br />1=
<br />SLAB 8, BLOCK
<br />IMPSON SP1 w/ (10)10d
<br />"J"
<br />NAILS
<br />SIMILAR AT FOUNDATION ONLY„
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />5/8"° x 10" BOLT @ 24" O.C. W/
<br />(1) LAYER TYPE II #30
<br />( )
<br />(2) #5 CONT. ON 3" �'
<br />6 x 6 W1.4 x W1.4 r-
<br />CHAIRS (TYP.) "'
<br />`'
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF
<br />PITCH > 4:12
<br />WWF OR FIBERMESH
<br />ELEV. 0'-0"
<br />OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />6 x 6 W1.4 x W1.4
<br />u °
<br />(2) LAYERS TYPE I OR TYPE II
<br />A.F.F. T
<br />O.C.) 2T1
<br />WWF OR FIBERMESH
<br />ATTACHMENTS 211
<br />WWF OR FIBERMESH
<br />FOR UNDERLAYMENT
<br />(#150R #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />=I i I=I I =III=) m ° ' (I=I � I -I � 1=I �
<br />I=II�T1=III D I -I 1 I=I 1 (=I (_ o
<br />I
<br />° a °
<br />° ° ° 4 . Q
<br />° da ° °. ° ° °
<br />ELEV.-0'-31/2" Z
<br />a A.F.F.
<br />�31/2"MIN.
<br />�31/2" MIN.
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />�'=1 I ; I I III -I _ _-_ - - I
<br />- _ r
<br />I_I I III -I I I� I
<br />'-1
<br />°
<br />°
<br />d
<br />a 2x4 CONT. ° °
<br />° a ° ° a °
<br />a
<br />``
<br />_ ° I==I I=T 1/2"(min.)-
<br />°° =rTt= -I =1 I 1=� I
<br />4„
<br />r
<br />b ° ) I =1 I_T='31/2"(min.)- 4.,
<br />°°
<br />HURRICANE ANCHOR @ EACH
<br />I I I-1== L l I Ell -1 I
<br />-I I�- -I I I=I I (I �I=) I= i I
<br />"iT-I
<br />° °
<br />°
<br />I I° d a a a
<br />° a
<br />GARAGE DEPTH VARIES °
<br />0'
<br />„ - -:4
<br />31/2 (min. - 4" I I -I I -T I I--� I I
<br />-T=I -_ i I•
<br />=i"'__12
<br />31/2 (min.) -I (1 I
<br />-I I I
<br />(TYP.) VARIES
<br />TRUSS (SEE UPLIFT scHED.) w/
<br />-i I I I I III
<br />8„ - �► -
<br />°
<br />°
<br />-_
<br />I I=
<br />III �I
<br />-I I I=��1 I=I III -III
<br />' I
<br />METAL PL. UNDER EA. TRUSS
<br />° o
<br />°
<br />=1 I -I I1=1I11=1T1-I I =1I1='
<br />#5 CONT. , I -I i 11 I- , ,
<br />I- I -I
<br />#5 coNT.
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING(2)
<br />(2) 4 4, 8„
<br />al
<br />INSU ION LE
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT rGG
<br />GARAGE SLAB AT STEP rB
<br />U.N.O-
<br />TYPICAL BEARING WALL STEP I SHEARWALLrc-"�TYPICAL
<br />U.N.O. MIN.
<br />BEARING WALL @STEPrcC
<br />NAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />"SHEAR WALL" SCALE: 3/4"=T-0"
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />- l�
<br />INFORMATION.
<br />5/8" OR 1/2"HIGH
<br />ALUMINUM DRIP
<br />��°OS
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (R
<br />"X"
<br />ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />e
<br />@GARAGE
<br />GYP. TYPE GE
<br />W/A HABITABLE ROOM 12"
<br />N.O. 2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ABOVE) W/DRYWALL
<br />SOFFIT
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SCREWS @ T O.C.
<br />EE
<br />SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" 0/C
<br />INSULATION PER FBC AND ENERGY
<br />o•M���N�o 5
<br />co
<br />1 ROW 2x BLOCKING MID HGT.
<br />O @
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/' \
<br />FOR WALL HGT. < 8'-6". (2) ROWS
<br />NOTE:
<br />INSULATION PER
<br />8"x8CK KNOCKOUT
<br />BLOCK W/ 1#5 CONT.
<br />1"x P.T. STUD
<br />2 ROWS OF 2x BLOCKING THIRD POINTS
<br />O @
<br />APPLICATION
<br />SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR
<br />WALL HGT. > 8'-6".
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />- #5 VERT• IN FILLED CELL
<br />r•,
<br />7/8" 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 i
<br />G/S3 FOR ANCHOR
<br />" ° '
<br />x BOLT @ 24" O/C W/ 2"°X 3/16"
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8 x6 J' BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />PLATE W S
<br />3RD LAYER 1/8"THICK.
<br />K.O. BLOCK
<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 i7a 24" O.C. VERT. OR
<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 />@
<br />2x P.T. PLATE W/ 7" EMBEDMENT (MIN.' SHEAR
<br />3500#, MIN. TENSION 2600#)
<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 -E
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />w/ (10)10d NAILS �I 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />N _
<br />END OF 2" x PLATE FWWF OR FIBERMESH
<br />CO
<br />1x2 PT WD FURRING @ 24" O.C.
<br />ARCHITECTURAL
<br />FINISH
<br />�'P r
<br />ASSUMED FINISHED
<br />GRADE
<br />-.
<br />Z� °
<br />PER MFR INSTRUCTIONS
<br />z
<br />#3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE
<br />o
<br />UJ
<br />°
<br />GRADE 40 MIN. Fy= 40ksi
<br />, ©. .
<br />°
<br />_ _ ° _ _ _
<br />m '
<br />z
<br />r °
<br />FINISH GRADE
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />[
<br />. I -I I_I III -III- CD
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />v
<br />MONO OR STEMWALL °
<br />°
<br />�, - - - ,.
<br />�� _� �,
<br />Ill- I I
<br />25" MIN. LAP [30" MIN. LAP]
<br />g
<br />W
<br />I , • • I I=1=I I=I
<br />T- °
<br />II
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR LOCATIONS
<br />FOOTING MONO SHOWN o
<br />t> �. °P 00
<br />FOR CLARITY °
<br />o
<br />p o° ° I -III -III i-III-III=�
<br />p
<br />6 MIL VAPOR BARRIER 1 1 °
<br />_
<br />(_M-,III= nmm- -�
<br />T
<br />N Z
<br />#5 REINFORCING BAR
<br />W
<br />R 1 7/8„ V)
<br />I II _ - -i'
<br />" I I= I1=I III
<br />-I I IIFE II=III=III I1=1 I 11
<br />1x4 P.T. BASE NAILER
<br />p z
<br />I I =1I =11I-1 I I III=III= _
<br />I I
<br />l °
<br />I -T1=1 I I-�(1=1 I
<br />' r
<br />l�l -11� l i I-1
<br />#5 LAP SPLICE
<br />11
<br />(2) #5 CONT. -►ICI Ih,III,,, 11-III,,,
<br />31/4" BASEBOARD
<br />4"x4" INSPECTION
<br />PORT AT EACH
<br />o° -III=III=III-III=III-
<br />NOTE: g ° III=I 11=1 I 1=1 I = I=I 1- �I
<br />*FOR BEARING WALL r
<br />=III=III=III=III-i
<br />•
<br />COMP. SOIL. (COMPACTED TO III ° °
<br />I
<br />(-I 1_TI-1T�T
<br />3s" MIN. LAP [36' MIN. LAP]
<br />ON 3" CHAIRS „ „ „
<br />(TYP) 8 1-4 8
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY __ _ _ _ _ _ -_ - _
<br />1-
<br />o _ �-
<br />95 /o MODIFIED PROCTOR ASTM � I- �� I� I=1T� �h-.I
<br />III I 1=I I I=1�
<br />1,
<br />10
<br />MIN PSI MAY VARY PER
<br />M AT GARAGE CONTRACTOR
<br />cn
<br />-_
<br />III III III-III=III III=III=III=III=III-III=III=H 11=I 11=I 11 ,I I
<br />=1 I=III=1 III=1 1=1 I=III-III-i 1=III-III=III=1 I =1 I I-
<br />D1557) - r,- -,,,-„
<br />4" 1'-4"
<br />r-„ r�, �,
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />"-=�-III-III ;III,=II I=IT I i l i i l
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />„T „III-III=111
<br />CONCRETE SLABW/6X6
<br />a NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS
<br />rF
<br />WALL W/UPLIFT rG
<br />W1.4XW1.4 WWF OR
<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 />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />„_ �_ „
<br />SCALE: 3/4 -1 0 S3
<br />SCALE: N.T.S.
<br />S3
<br />„_ , „
<br />SCALE: 3/4 -1-0 S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />i V
<br />- z
<br />`� °D
<br />-° L I
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />VARIES
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />°
<br />I
<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 Bir". o -
<br />I �r
<br />min.) 4"
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />BARRIER , D d
<br />?
<br />a ° ' a GRADE
<br />AT 24 O.C. MAX. SEE PLAN FOR
<br />CONNECTION INFO
<br />N °
<br />d=
<br />COMP. SOIL. �LI I =
<br />o
<br />(COMPACTED TO 95 /o
<br />,_
<br />oo •
<br />__ _ - _ _ = a - -
<br />`
<br />&LAYOUT DESIGN
<br />a =
<br />a a -rr rn
<br />TOP OF BEAM
<br />MODIFIED PROCTOR I I I Ili I f-`
<br />ASTM D1557)
<br />- - - -(1) #5 REBAR w/ OPT.
<br />T- S E N ENCLOSURE
<br />-I I„I I 1 = I I I I, ,Ct� , rN
<br />-I I 11 I= r
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />SIZE &
<br />c =- -_ a: ° , a�--
<br />r I I-III-�=T- I I I
<br />N _- n 41 (- E
<br />„
<br />3 MIN. CLR.
<br />(2) #5 REBAR CONT• 1'-4" (1 STORY)
<br />ON 3 CHAIRS TYP.
<br />STD. 90 HOOK (SEE
<br />III-T I I
<br />i4- I lli- I-
<br />BEAM
<br />CONNECTION INFO
<br />I a -� 1
<br />CO _
<br />I%
<br />4° 1-8 (2 STORY)
<br />DETAIL)
<br />MIN.
<br />2x4 P.T.
<br />_
<br />U.N.O.
<br />PLATE
<br />I
<br />i
<br />2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE rL
<br />O.S.B.
<br />z
<br />MIN 7/16" O.S.B. SHEATHING
<br />ATTACHED PER NAILING
<br />8„
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = V-0"
<br />S3
<br />SCALE: 3/4"=1'-0" S3
<br />"saER�" w
<br />>
<br />SCHEDULE
<br />OPTION #-I
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />-1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN ocATION ¢
<br />>
<br />6x6 P.T. #2 SYP
<br />SLAB INFORMATION.
<br />2" HOLD SLAB
<br />�
<br />ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />01-0„ Q CONT. BEAD SEALANT
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 5Y2"
<br />DEEP AND 6" BEYOND7111
<br />a
<br />DOOR TO RECEIVE BLOCK
<br />WALL BEYOND
<br />BLOCK WALL BEYOND
<br />` ..• • a INTERIOR
<br />2X STUDS @ 24 O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />PAVERS /DRIVEWAY
<br />EXPANSION JOINT
<br />a ` a : • 3112"
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS z
<br />13"
<br />O.H.D. RECESS
<br />" " • 4-
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />O.C.
<br />PAD FOOTING
<br />PAVERS
<br />_
<br />Zv
<br />CONCRETE NAILS W 1 1/2'
<br />GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />...
<br />• r
<br />_.C.
<br />CV
<br />' ' ' ' �' °`:: •
<br />EMBEDMENT @ 12" O.C.O.0
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS 8"
<br />@
<br />INSULATION PER CHAR T
<br />U RE E,
<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD ' -
<br />MAT REINFORCING. N
<br />. •
<br />._ _ . .
<br />' ` ''
<br />CONT. FOOTING STEEL
<br />r
<br />TIT ffl=TIT I I f-ITI-
<br />"'
<br />I ITI=f I 1=1 ,-0 ... ITI-I I `
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />ON FLOOR PLAN
<br />CONT. BEAD --
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />r�
<br />_
<br />-
<br />GRADE �I )
<br />00
<br />-I I I e. _ -
<br />:. ' I
<br />TENSION 120#) CONCRETE SLAB
<br />FILLED SOLID (SEE PLAN FOR00
<br />a
<br />= - __ = Q d
<br />_Tff=1JT ' . ,.: _ I I
<br />_.
<br />-III-I I , . ;.: ' ;, I
<br />T�-1 4, I
<br />6 x 6 W1.4 x W1.4
<br />M
<br />SIZE AND REINFORCEMENT)
<br />_ _
<br />1=III =DTI � I=I
<br />T(f '•a ' 11� j
<br />1 -
<br />III
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<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
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<br />V-8" (2 STORY)
<br />4" 4"
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<br />CSEE ONC. PAD FOUNDATION
<br />FOOTING WIDTH
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<br />INTERIOR WALL SLAB STEP NON-BRG.rK
<br />TAPERED
<br />COLUMN FRAMING CD12
<br />PATIO COLUMN FTG. DETAILrN
<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" S3
<br />SCALE: 3M"=r-o"
<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
<br />within these
<br />drawings comply with the 2017 Florida Building Code -
<br />Residential 6th Edition. Engineer's signature and
<br />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: 20-1125
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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