|
0
<br />C7
<br />O
<br />v
<br />0
<br />m
<br />0
<br />7V17
<br />f
<br />7�F 7/�-
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4
<br />#2 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
<br />NAILS
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(U.N.O.) (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 />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 />(1) ROW 2x BLOCKING @ MID
<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 />2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />(12)10d NAILS U.N.O.
<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. < T-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. > T-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. z
<br />,
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />4" Q.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10)10d NAILS
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />IF NOTED, THIS REFERS TO THE
<br />(1) LAYER TYPE II #30
<br />( )
<br />(2) #5 CONT. ON 3" C'
<br />6 x 6 W1.4 x W1.4
<br />CHAIRS (TYP.) co
<br />r
<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 />41 1 -
<br />ELEV. 0'-0"
<br />OL
<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 />p a
<br />(2) LAYERS TYPE I OR TYPE II
<br />°°
<br />A.F.F.
<br />O.C.) 2"
<br />WWF OR FIBERMESH
<br />ATTACHMENTS 2„
<br />WWF OR FIBERMESH
<br />• � ' . ..
<br />FOR UNDERLAYMENT
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />m ° p D. ^"-"-' o
<br />-1 I _ I I =� =I I I I=
<br />I: -TI I �I I I I T� �I=1 r
<br />�' I { --I I F D 6 I - i I I�I I -1,
<br />_ ° °.
<br />° a ° °
<br />° __ a. -
<br />° ° ° ° ° ° ' a a
<br />`
<br />C7
<br />ELEV.-0'-31/2" Z
<br />A.F.F.
<br />31/2"MIN.
<br />31/2"MIN.
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />„
<br />TRUSS @ 24 O.C. U.N.O.=III
<br />a
<br />�I I I I I = _ _ _ _
<br />Tr-, �
<br />° ° °
<br />2x4 CONT. ° °
<br />° ° ° a ° a
<br />a° g
<br />a
<br />o
<br />_ _
<br />_ 1T TIl 1(2 (min.)- 4
<br />D D - �t�T���-� �r_T'
<br />lit
<br />-
<br />T 1/2 (min.)- 4
<br />p a
<br />12
<br />HURRICANE ANCHOR @ EACH
<br />=I I--�
<br />-` = I --�-�(--I-I Tr'
<br />'�' 1iIF r
<br />°
<br />I ° ° ° e
<br />° 6 ° ° ° a
<br />GARAGE DEPTH VARIES
<br />N
<br />D
<br />„ u .' III 1 1 1
<br />n r rs n_ D �-- •'
<br />31/2 (min.) - 4 = I-
<br />T1'
<br />(TYP.
<br />> 1 VARIES
<br />TRUSS SEE UPLIFT SCHED. W/
<br />( )
<br />METAL
<br />-
<br />8"
<br />°
<br />°
<br />f-fl (- I-f11=11� T� I I fl f �`
<br />ITI 1Tf=1_T-i I=I 1 IT=ff(
<br />PL, UNDER EA. TRUSS
<br />°
<br />a=
<br />= I fill-III-T(--I i 1,
<br />(2) #5 CONT.
<br />1- iTI =
<br />#5 CONT. '�
<br />MOISTURE BARRIER
<br />4„ V-4" 8„
<br />(2) 41i 1}4�-'-''T g
<br />TYPICAL INTERIOR BEARINGU.N.O.
<br />N.
<br />INSULATION LE 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 SHEARWALLrc-"*�TYPICAL
<br />BEARING WALL @ STEPrCC
<br />NAILING SCHEDULE ON SHT.
<br />„= , „
<br />SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3
<br />„_ , „
<br />SCALE: 3/4 -1-0S3
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />SN1
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />-
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />of
<br />ON��N� 0 l
<br />c�E
<br />STRENGTH CEILING
<br />EDGE
<br />SSGU1�
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />e
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />12"
<br />2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ABOVE W/DRYWALL
<br />.N.O.
<br />EE SOFFIT
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />MN�o S
<br />SCREWS 7" O.C.
<br />@
<br />SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />1a
<br />coN
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />CEILING & 8 O.C. WALLS
<br />EXTERIOR WALL 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/ `
<br />FOR WALL HGT. <_ T-6". (2) ROWS
<br />NOTE:
<br />INSULATION PER
<br />8'W"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />2x BLOCKING 3rd PTS FOR
<br />SEE SECTION C/S3 FOR '-
<br />WALL HGT. > 8'-6".
<br />CHART ON FLOOR
<br />FILLED SOLID WIGROUT
<br />- #5 VERT. IN FILLED CELL
<br />7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />"
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />SEE CC/S3 OR cr.,
<br />G/S3 FOR ANCHOR
<br />5/8"° x 10" "J" BOLT @ 24" 0/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 FIOOK 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 />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 @ 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 wl (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />* (6) 1/4"x3 1/4" 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
<br />SPACE ANCHOR
<br />"
<br />BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 �„
<br />w/ (10)10d NAILS -
<br />`V 2x P.T. PLATE
<br />FIBERMESH
<br />-1
<br />WEEP SCREED INSTALLED
<br />BAR
<br />END OF 2" x PLATE WWF OR FIBERMESH r °
<br />�
<br />ch 1
<br />ARCHITECTURAL
<br />TYP. '-
<br />ASSUMED FINISHED
<br />c
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />�
<br />U
<br />p a
<br />1x2 PT WD FURRING @ 24" O.C.
<br />FINISH
<br />' ' GRADE
<br />z
<br />D D D .
<br />N , .D
<br />M °
<br />z
<br />FINISH GRADE o0
<br />GRADE
<br />#3 & #4 LAP SPLICE
<br />[GRADE
<br />25" MIN.
<br />40 MIN. Fy= 40ksi a
<br />60 MIN. Fy= 60ksi] r�
<br />a ' ' ° D. _
<br />=III=111-ITI -I 1-III=1-f
<br />1/2" GYPSUM WALLBOARD
<br />1 #5 VERT. IN FILL
<br />O
<br />CELLS (SEE
<br />MONO OR STEMWALL °
<br />°
<br />FOOTING MONO SHOWN o
<br />-_ - �. p •
<br />:{ I I- I
<br />_
<br />LAP 30"MIN. LAP
<br />[ ]
<br />W
<br />I�T
<br />=11 I I -I D ' , • I -I I -LEI
<br />III- ITI=
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />° °° _ _ O°
<br />FOR CLARITY °
<br />p p o °o III III -III -III III
<br />6 MIL VAPOR BARRIER D p °
<br />�j= ° .
<br />I= I I= = I = CO
<br />�_� 1=_ '-
<br />I -III- �-�T- N z
<br />#5 REINFORCING BAR
<br />R 1 7/8"
<br />III=1j1 T( II Tf1 II III-
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />° III=III=III= I I 11 11( 1 11= ?
<br />D =((=III-III-III=III=
<br />°
<br />I •��
<br />- '-
<br />T
<br />#5 LAP SPLICE
<br />(2) #5 CONT.-
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE:I-
<br />g ° � D I i I = I I= 11- I I- 11= N
<br />*FOR BEARING WALL •-
<br />D ° •
<br />COMP. SOIL. (COMPACTED TO
<br />-7 �� I
<br />I=' I 1-� =
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3" CHAIRS
<br />8„ 1,,-0„ 8„
<br />(TYP.)
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />I=III= I=III=III=I I
<br />W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ -_ _ -_-_
<br />=1 =I I-
<br />95 /a MODIFIED PROCTOR ASTM I I= I (_=
<br />I„1TT Tff;1 {I
<br />_
<br />1=1
<br />j
<br />1 IL \NNI
<br />10"
<br />MIN PSI MAY VARY PER
<br />co
<br />AT GARAGE CONTRACTOR
<br />TO CUT BLOCK OR POUR
<br />I==1 I I= I I= I I=11=1 I I=1 I
<br />_ _ _ _ _ _ _ -_
<br />1 I=11=1==1 I I=1 1
<br />=i I I=1 I I=1 1=1 1-1 1-1 1=1 1=1 1=111=1 11=1 11=1 11=I 1=1 I -I
<br />"-I
<br />D1557) „I
<br />4„ 1-4„
<br />I I I IP
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />�,� I_I I I --I � l 111111 � 1 11 � 1 1 11, ,1 � 1 .I I 1-1 I I= � l-
<br />#s LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLABW/6X6
<br />LU
<br />NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS
<br />F
<br />WALL W/ UPLIFT rG
<br />W1.4XW1.4 WWF OR
<br />FIBERMESH'
<br />-
<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 -01,
<br />SCALE: N.T.S.
<br />S3
<br />„_ „
<br />SCALE: 3/4 -1 0 S3
<br />L ♦ /
<br />Z
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />N _ a -
<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 />D
<br />•
<br />6 MIL VAPOR T o I I= I = -
<br />oo
<br />-
<br />z_ *-
<br />„
<br />31/2 WWF OR FIBERMESH
<br />4 ��
<br />FRAME -DOWN FALSE BEAM w! 3
<br />( )
<br />10d NAILS TO TRUSS TOP CHORD
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />-II III
<br />min.
<br />FOR TRUSS
<br />_ a
<br />`N
<br />M
<br />BARRIER ; C 4
<br />I III- r
<br />° ° ° - GRADE
<br />°
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION IN
<br />COMP. SOIL. D
<br />(COMPACTED To W/o -I 1 I I = _� 1=
<br />- - - - -•
<br />!
<br />_ _ _ - _ - - - -�r
<br />_ _
<br />_ _ - - °
<br />-(1} #5 REBAR w/OPT.
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />- _ • q
<br />N e1"
<br />°
<br />MODIFIED PROCTOR III I TIl-TTT-I I ITI
<br />ASTM D1557
<br />_ _ -_ - - - _
<br />1=S.gFE�ErNJ ENCLOSURE
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />-�'
<br />- �f �� rT �, �I� �. �. T •
<br />3" MIN. CLR.
<br />-� ITI - �I I=I T-
<br />l- jjj� II-''
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />N
<br />_
<br />a d
<br />(2) #5 REBAR CONT. 1'-4" (1 STORY) STD.
<br />90 Fi00K (SEE
<br />1�
<br />ON 3" CHAIRS TYP.
<br />U.N.O. 4 1-8 (2 STORY) DETAIL)
<br />MIN.
<br />2x4 P.T.
<br />PLATE
<br />I I
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/T=
<br />-
<br />z I
<br />- "-
<br />rL
<br />w Ins°
<br />I
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 fi-4� g
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE
<br />O.S.B.
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />SCALE: 3/4" =1'4'
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />E.� E w
<br />SCHEDULE
<br />OPTION #1
<br />P,T..2x 1/2" GYP. BD.
<br />cr
<br />COLUMN LOCATION
<br />j
<br />�!
<br />w
<br />6x6 P.T. #2 SYP
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />2>, HOLD "ROMPSBLAB
<br />LU
<br />ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />0� '_o„ J 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 />e : e Q INTERIOR
<br />2x sTuos @ 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' : -3 1/2"
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN PORCH SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />13"
<br />O.H.D. RECESS _
<br />• a , „" ' •
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />E
<br />O.C.
<br />PAD FOOTING
<br />PAVERS
<br />z
<br />CONCRETE NAILS W 1 1/2'
<br />1/2" 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 />M
<br />�.
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS @ 8-O.C.
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD 9,
<br />MAT REINFORCING, r '
<br />`' '' . '
<br />CONT. FOOTING STEEL
<br />_
<br />-�= 1 r ` < •rr
<br />'
<br />"' -�' '°'
<br />' I ' �- T d I t T
<br />'
<br />PLATE TO CONCRETE
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />M
<br />ao z GRADE- a
<br />---
<br />• ••. • :
<br />tl�=- -
<br />4" cor-I
<br />�r�I ••. '• :. _- -
<br />!° •' a "' 1 0o
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT �_
<br />TENSION 120# CONCRETE SLAB =
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FORa
<br />_
<br />�� •' =r `�
<br />.� d
<br />= 6 x 6 W1.4 x W1.4 i�
<br />r,
<br />SIZE AND REINFORCEMENT)
<br />_
<br />a -
<br />=1 1=1 I I= = 11-
<br />�• �,.'::'' I
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<br />SEE FOUNDATION
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<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS
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<br />GARAGE DOOR SLAB RECESS
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<br />TAPERED
<br />COLUMN FRAMING CD
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<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE:
<br />3/4"=1'-0" S3
<br />SCALE: 3/4"= T-D"
<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
<br />Florida Building Code -
<br />Residential 61h Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO:
<br />20-6225
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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