|
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 />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />6 „ „ 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
<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"xl6" 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 />(1) ROW 2x BLOCKING @MID
<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 />@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. > T-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 />EDGES, ND @ 1BOUND2" O.C. @ FARIES, 6" OIELD
<br />O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 & ,�
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10)10d NAILS
<br />"J"
<br />SIMPSON SP1 w/ 10 10d NAILS
<br />IF NOTED, THIS REFERS TO THE ( )
<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 />2 #5 CONT. ON 3" r
<br />() 6 x 6 W1A x W1.4
<br />CHAIRS (TYP.) Cl)
<br />T
<br />C,
<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 />OIL
<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 />D °11:
<br />� �� � � � � � • ••
<br />(2) LAYERS TYPE I OR TYPE II
<br />A.F.F.
<br />° ° a ° 1
<br />O.C.) 2"
<br />WWF OR FIBERMESH
<br />ATTACHMENTS 2 �� WWF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.
<br />_
<br />.I I -) I =lid '° . ° D D I ICI I I
<br />I- L� C ' q
<br />�I I I I=I I I I I I i I -1�-
<br />.=I
<br />I
<br />a ° ° ° ° a ELEV.-0'-31/2" z
<br />a a a Q ° a d ° a p
<br />A.F.F. O
<br />31/2"MIN.
<br />D
<br />Y
<br />31/2"MIN. 1
<br />-►=-
<br />REQUIREMENTS SEE R905. PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />- _
<br />-I �rI I _ _ - I
<br />' �-�I=� - 11=1 �-- 1=I
<br />�-
<br />4 , d 2x4 CONT. a Q U
<br />d G ° -
<br />°
<br />a
<br />° . I
<br />I-1 LI .III= 31/2 (min.)- 4
<br />III-
<br />__'
<br />b , „
<br />-
<br />° ' I - I I -III 31/2 (min.)- 4
<br />�1= I=III- ,
<br />12 HURRICANE ANCHOR @EACH
<br />I r
<br />I I II ITT I I I I 1 �I I I II
<br />=j III I �I I I �I I III t
<br />a ° . N
<br />° Q I I� a ° a d
<br />GARAGE DEPTH VARIES a
<br />a°
<br />- ° �•
<br />31/2"(min. - 4" 11=I I -I I VzOirl
<br />I II I
<br />31/2"(min.) - 4"=111=I_II
<br />I -I
<br />(TYP.) TRUSS SEE UPLIFT SCHED. W/
<br />VARIES ( )
<br />METAL PL. UNDER EA. TRUSS
<br />s „ " -I TI-T I I I I'
<br />° 4 d °
<br />- _
<br />I I I i I III -I I I �I i IZ�L I
<br />"' -- - I
<br />hI
<br />V I I I I 1=T
<br />MOISTURE BARRIER
<br />d
<br />a g
<br />, , I- 1 III -III r,-,
<br />(2)#ScoNT. 4" 1'-4" 8"
<br />(2) #5 CONT. 4,1-ht I-t i I r81
<br />TYPICAL INTERIOR BEARING
<br />U.N.O. MIN.
<br />INSU ION LE SHINGLE ROOF
<br />7/16" O.S.B. MIN, SEE ROOF
<br />WALL W/OUT UPLIFT KGG
<br />GARAGE SLAB AT STEP rB
<br />TYPICAL BEARING WALL STEP MI SHEARWALLrc��
<br />TYPICAL BEARING WALL @ STEPrcC
<br />NAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION SCALE: 3/4 -1 0
<br />" ,- „ S3
<br />SCALE: 3/4 -1 0
<br />S3
<br />"SHEAR WALL" SCALE: 3/4"=T-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />-
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />�
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />GYP, TYPE "X" @ GARAGE
<br />ALUMINUM FASCIA
<br />\12'N.O.
<br />1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING
<br />Q
<br />W/A HABITABLE ROOM
<br />2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ABOVE W/DRYWALL
<br />EE SOFFIT
<br />2x S.P.F. STUDS @ 16 O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING SEAMS.
<br />@
<br />2x STUDS @ 16" O/C
<br />M�Ms
<br />SCREWS @ 7" O.C.
<br />SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />INSULATION PER AND ENERGY
<br />lov`j°J
<br />c°
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL 8" C.M.U.
<br />WITH
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />FOR WALL HGT. < V-6". (2)
<br />NOTE:
<br />INSULATION PER
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />1"x P.T. STUD
<br />2 ROWS OF 2x BLOCKING THIRD POINTS
<br />() @
<br />APPLICATION
<br />@
<br />SEE SECTION C/S3 FOR ROWS 2x BLOCKING 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />#5 VERT. IN FILLED CELL
<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 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 Fi00K 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 />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8 THICK.
<br />"
<br />K.O. BLOCK
<br />(10)10d NAILS
<br />5/8"DIA. EXPANSION BOLT 24 " O.C.
<br />@
<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 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 -
<br />"' 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />W
<br />`t
<br />END OF 2" x PLATE WWF OR FIBERMESH
<br />M ,
<br />ARCHITECTURAL
<br />FINISH
<br />TYP. T
<br />ASSUMED FINISHED
<br />,;
<br />c
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR LU
<br />u p
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1 P WAL BOARD
<br />/2 GYPSUM L
<br />(1) #5 VERT. IN FILL
<br />' GRADE
<br />-
<br />MONO OR STEMWALL ° z
<br />N - '' • D ' D
<br />.-
<br />�, - - A D•
<br />_ Z
<br />ao
<br />FINISH GRADE
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />[ GRADE 60 MIN. Fy= 60ksi]
<br />25" MIN. LAP [30" MIN. LA.
<br />_ ° _
<br />,-
<br />l� I
<br />U.N.O.
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOOTING MONO SHOWN °� _ _ _ _ 00
<br />FOR CLARITY °
<br />D I III=III III -I I III=�
<br />L� -I
<br />6 MIL VAPOR BARRIER rj I b D ° •
<br />I I -I I i °'
<br />I I=I -I I�I I -
<br />I I �I=I I �_�, '-
<br />�, z
<br />W
<br />LU
<br />#5 REINFORCING BAR R 1 7/8" `�
<br />T-T-I I - °
<br />I
<br />1x4 P.T. BASE NAILER
<br />4°x4"INSPECTION
<br />° III=III=III=III-III=III- ?
<br />° I-III-III=III=III=III-1
<br />I"
<br />I I I
<br />II _- r
<br />I I f-I I"'-'
<br />#5 LAP SPLICE
<br />(2) #5 CONT.
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE: ° o° o I
<br />g III=III=III= =III=1 I I= N
<br />FOR BEARING WALL - - - - - =1 .-
<br />I -III -I I (-III-
<br />COMP. SOIL. (COMPACTED TO III - D °
<br />- f
<br />I-T�-�-I I !
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3"CHAIRS
<br />(�P) ��
<br />8 1-4 8
<br />MIN, 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />-III I-
<br />W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ - __ ____
<br />I=-
<br />° , -
<br />95 /o MODIFIED PROCTOR ASTM I I -I II I I=LI=
<br />:11 ICI I �I I �i I
<br />I I_
<br />I I =I I It I
<br />10"
<br />MIN PSI MAY VARY PER
<br />co AT GARAGE CONTRACTOR
<br />cn
<br />_ _ _ _ _ _ -_
<br />III=III=III=III=I I I=I I I=I I I=I I I= �= l I=III=III=III=III=I 1( I I
<br />=III-III=III=III=III=III=III=1 I I -III -I I 1=III=III=III=III-1
<br />D1557) I I t-t t I�-I I I-11
<br />4" 1'-4"
<br />I t
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />-1-I=I I,=I I I II II i II I I=III-1 I -III= 1-
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />II 11
<br />CONCRETE SLAB W/6X6
<br />a NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />rE
<br />REBAR DETAILSK"F�
<br />WALL W/ UPLIFT G
<br />W1.4XW1.4 WWF OR
<br />FIBERMESH'
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE:
<br />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 />00 r
<br />�
<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 />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 N
<br />6 MIL VAPOR III D I _ _ = Z -
<br />f r
<br />min.) 4 „
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />M
<br />r; ° <
<br />BARRIER D C 4 N
<br />a A. a v GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />-
<br />COMP. SOIL. II p T ill jll. ]it-
<br />-
<br />(COMPACTED TO 95% - j� -
<br />co - !
<br />- _ - - - - - - -
<br />I I T
<br />- - _ - d _ I i t i i REBAR
<br />#5 REBAR
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />a _
<br />- - -
<br />-
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />- - - - - (1) w/OPT.
<br />-I I �I I,, I- I I gN ENCLOSURE
<br />-' "-I I I I I I I I
<br />2 HTS20
<br />(}
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />- - -°
<br />r - I I�
<br />°i
<br />3" MIN. CLR.
<br />-1= i= ''
<br />I
<br />r a' -F
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 Pi00K (SEE
<br />4"' 1
<br />CONNECTION INFO
<br />r, T •• � • . , 8 �. T-
<br />-
<br />T-
<br />MIN.
<br />U.N.O. DETAIL)
<br />a 2x4 IT'
<br />PLATE
<br />I 2x4 #2 SYP P.T. FRAMING w/
<br />I
<br />SEE A/s3/J/s6 �I , ,� „
<br />"
<br />TYPICAL WALL SECTION A
<br />TYPICAL THICKENED SLAB EDGE L
<br />g 7,16"
<br />°'s'B'
<br />„
<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 -1-0
<br />S3
<br />L
<br />¢ SCHEDULE
<br />I-
<br />SEE TYP. WALLSECTION #OR ADDITIONAL
<br />1/2 GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />>
<br />J 6x6 P.T. #2 SYP
<br />SLAB INFORMATION.
<br />„ HOLD
<br />e. OMPSLAB
<br />o
<br />� ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />0,_0„ J CONT, BEAD SEALANT
<br />OPT: DEPRESS SLAB 5Y2"
<br />SCALE: 3/4"=1'-0" S3
<br />DEEP AND 6" BEYOND
<br />� ¢
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />a
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />°
<br />d ° -3 1/2"
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />O.C.
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14
<br />O.H.D. RECESS z
<br />13 =
<br />O.H.D. RECESS
<br />a GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS
<br />g
<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 />EXTEND FILL CELLS c
<br />W/ DRYWALL SCREWS 8"O.C.
<br />EMBEDMENT @ 12" O.C. @
<br />TO FOUNDATION PAD °
<br />4.
<br />-- '
<br />f " '• . • '•
<br />•, ' • ' "' ' _-
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. r '
<br />ij - .. , : :• :a .. I
<br />II �� • T
<br />•'
<br />-
<br />c`' a• -
<br />T-_ I-f-T_L- • •. ` ...... i r-
<br />• •
<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 />r�
<br />oo Z
<br />GRADE a ° -j
<br />r I �I I I III d. _ "•• . T
<br />III-
<br />_ - I 60
<br />=III- 4-
<br />TENSION 120# CONCRETE SLAB
<br />)
<br />�,
<br />FILLED SOLID (SEE PLAN FOR
<br />_ a
<br />.,�I
<br />I� .a •t..;. I
<br />I I -I I :'•' : • r41 T
<br />= II �.a. ..
<br />TUj
<br />-E
<br />°° 6 x 6 W1.4 x W1.4 ;t
<br />- ° '- WWF OR FIBERMESH 50 c,
<br />SIZE AND REINFORCEMENT)
<br />c7LU
<br />Z =
<br />I-- w ❑
<br />-III-III 4.
<br />°. i-III-III-I 11-�
<br />-I I -I . -I =III III -I I w
<br />`_
<br />^ III=1K
<br />PAVERS or AB PER
<br />p o N
<br />I I I'll lilt
<br />-I I- ! a ° a I M
<br />I I •' _ :
<br />SEE A/S3 OR J/S6 I I I II , „ I I�=
<br />I I • :
<br />SEE A/S3 OR J/S6 -� I III
<br />�' I I=)) I- I I-_ -
<br />„
<br />0 -0 FIN. FLR.�
<br />COMMUNITY SPECS
<br />-/:
<br />-- _ _ a4
<br />_ _ _° -
<br />M 6 MIL VAPOR _ i' =I I=) I=I I= I -- - - - -
<br />- -I I=I I I=1 1=1 11=1 11=1 I I
<br />I -I -III=III=III-III I I =III -III =- W
<br />I I=1 I I=I = 1-4 II=III= FOOTING v
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />�'i =III
<br />BARRIER '=I I=I -I I I=I I -i I I=� I I-
<br />=
<br />I -III=III=III=) I ( I =III=III-' BEYOND
<br />1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'-4" (1 ST RY)
<br />III I I rI
<br />-I - -I I-
<br />• •
<br />PAD REINFORCEMENT III=1 =i ,�
<br />3 MIN. CLEARANCE
<br />SCHEDULE)
<br />1' 8" 2 STDR
<br />( )
<br />V-8" 2 ST RY
<br />( )
<br />4" 4"
<br />.�.•y SEE FOUNDATION
<br />(SEE FOOTING WIDTH
<br />CONC. PAD INFO.
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS ,1.1
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />TAPERED
<br />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"=V-0" S3
<br />SCALE: 314-T-0"
<br />SCALE: N.T.S, S3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2017 Florida Building Code -
<br />Residential 6th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />LNNR
<br />4600 W. Cypress St, Suite 200 I Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE : AS NOTED
<br />DATE : 10/2/2018
<br />TECH: MJAMES
<br />VERSION NO. 10
<br />O
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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