|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES /
<br />5/8" OR 1/2" HIGHS'
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.C. WALLS
<br />INSULATION PER -J
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. <_ 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(1) LAYER TYPE II (#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 N
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
<br />PITCH > 4:12 LD a
<br />(2) LAYERS TYPE I OR TYPE II
<br />(#15 OR #30) UNDERLAYMENT -I 11=I i �I I I=1 m ° D I I -III -I I I -I I C) °
<br />FOR ROOF PITCH 4 12 OR LESS I-�-I I �I I I ! I_ _J I-�I I L=I I r a
<br />' quip I 1 �I 1 I D •Ir
<br />PRE ENGINEERED WOOD T.I I_1 I 1 I °
<br />TRUSS @ 24 O.C. U.N,O. I I :-I 1-111=11= I 1-111=1 11=
<br />HURRICANE ANCHOR EACH
<br />@ �-III„ I��I I- �Ih1�11I�I
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />/-SN1 SCALE:3/4"=1'-0" S3
<br />FOR ADDITIONAL SLA
<br />ELEV. VARIES B
<br />- INFORMATION.
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />N.O. 2x SUB FASCIA
<br />EE SOFFIT
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 1611 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />,/r �r -lv/r �r
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 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 NAILS (UNO) (OR „ GYPTYPE „X„ @ s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .... EACH END (WHEN PARALLEL)
<br />ABOVE GARAGE W/A HABITABLE ROOM
<br />SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O.
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS Tx3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
<br />SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR , T FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE .
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL
<br />A.F.F. O.C.) 21' x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4
<br />0 31/2"MIN. 31/2"MIN.
<br />WWF OR FIBERMESH \ WWF OR FIBERMESH
<br />��I
<br />ELEV. 4-3 1/2" OIL
<br />z
<br />D a a
<br />A.F.F. U_
<br />•
<br />e. a- IN IIIIIIIIIIII,; 113A I I__'
<br />1/2"(min.)-4" � D e. a a I1 �1 r�'31/2"(min.)-4„
<br />D a
<br />N c --r rt- a • _ - • p -
<br />31/2"(min. - 4" 111=j1(I 11= 31/2"(min.) - 4° �l�l I - -III I I �I I I-
<br />_
<br />-1 I -f I I 11=1TI-��III-III III -jjjf'jj�I''(((IIII �I I I I I I =1 I III
<br />(2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. l--q g
<br />U.N.O. MIN. U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP 0 SHEARWALL C TYPICAL BEARING WALL @ STEP rCC
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY zov U
<br />8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE:
<br />BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR
<br />FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/
<br />G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />8" C.M.U. TYPICAL BOLT INFO. 5/8"xT "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE
<br />-,,-TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />SPACE ANCHOR
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />U.N.O.
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />M
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />w
<br />a
<br />NOTE:EXTEND
<br />WWF OR
<br />-
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"W1.4XW1.4
<br />BELOW GRADE
<br />�
<br />.E
<br />'
<br />c
<br />'
<br />L
<br />Roll-,D
<br />r D
<br />T
<br />=
<br />00
<br />-
<br />6 MIL VAPOR
<br />z
<br />BARRIER
<br />; p �r
<br />4
<br />�_
<br />-
<br />• •
<br />CV
<br />COMP. SOIL.
<br />a
<br />T
<br />(COMPACTED TO 95%
<br />TTTTT
<br />MODIFIED PROCTOR
<br />I I
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP,
<br />1'-4" (1 STORY)
<br />STD. HOOK (SEE
<br />U.N.O.
<br />4 "
<br />V-8" 2 STORY
<br />)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" =1'-0"
<br />Q-1,/)
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />14"
<br />PAVERS
<br />O.H.D. RECESS
<br />� Z
<br />M �
<br />.a
<br />TII I I I
<br />e.
<br />4"
<br />'I II
<br />II
<br />�..� •t '.•
<br />'
<br />SEE A/S3 OR J/S6--11111 I I I I I1111 I I
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] BOLTS 6 MAX FROM
<br />SPACED EVENLY 2X PT PLATE #5 REINFORCING "
<br />w/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE
<br />TYP. r 2x P.T. PLATE
<br />PER MFR INSTRUCTIONS w D
<br />ASSUMED FINISHED E #3 OR #4 REINFORCING BAR U
<br />GRADE y D D ' _Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a °
<br />_ a D FINISH GRADE [GRADE 60 MIN. Fy-- 60ksi] a
<br />Z ch -0 D • 25" MIN. LAP [30" MIN. LAP] =11 1-I
<br />MONO OR STEMWALL ° g ri - I I� I II I II 11 I I TI D •
<br />FOOTING MONO SHOWN o - I I�=1 I W '- - °
<br />FOR CLARITY D D _ _ _ ___ 00
<br />O° 6 MIL VAPOR BARRIER =I I (I ( D ° 11=1-I LLJ
<br />I 1=1 I-_ R 1 7/8 I I -1-
<br />-11 I LT[ 11 #5 REINFORCING BAR
<br />I_III=III=III_III-III= -1- = z III -I
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. < 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) G
<br />E
<br />6x6W1.4xW1.4 -
<br />WWF OR FIBERMESH r
<br />0.
<br />I MI II-1 I V I I=
<br />III 111=111=111='
<br />III=III=III-III=III-III= ? III D • I-�-III �I�_,�,III� #5 LAP SPLICE (2)#5CONT.-
<br />NOTE: �f llllll,,,11-III,,,11-
<br />D D° 1=III-III=1=1 I=1 I t J1T- I
<br />a ° 111=1 1=1-111=1-III I III 11-IZf 1=
<br />FOR BEARING WALL I= I= I =1 =1 = I- COMP. SOIL. (COMPACTED TO _ _
<br />W/ UPLIFT ONLY - - - - - - - - - - - - - - -_= 95% MODIFIED PROCTOR ASTM ' �I 11-I I H 11=1 1-11=1 I 1=1 I l
<br />11=III=III=III=111=111=III=III=III=111=1 1=1 11=1 1=1 11=III=I 1 D1557) 1 1 hIT_hI II �,I I II hJTI=
<br />-III=1 I=1 I -I I I -I I I-1 I RIM111 -III-III=I I I=1 I I=1 I I=1 I I=' ' 4" V-4"
<br />=TI-IIII l l l 1 1 1 1 1 I-III-III=11
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />00 •
<br />-(1) #5 REBAR w/ OPT.
<br />DTI f-I 11=1I I =1 11-S.QREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS d
<br />(V '
<br />Cl)
<br />N.f
<br />T
<br />e. 00
<br />SEE A/S3 OR J/S6 ' -I I I
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 ST 2 RY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0� _01, CONT. BEAD SEALANT
<br />� Q
<br />INTERIOR
<br />-3 1/2"'
<br />a
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />4°
<br />0? c
<br />° r
<br />co MIL VAPOR _ �' =
<br />BARRIER - I
<br />' =1 11=1 I -I11=1 11=1 I I=
<br />_III,IIII ,III,,,I 1
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE: 3/4"=V-0" S3
<br />„
<br />36" MIN. LAP [36" MIN. LAP] (ON 33" CHAIRS 81 8„
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />REBAR DETAILS F WALL W/ UPLIFT G
<br />SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3
<br />VARIE
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)�7
<br />AT 24" O.C. MAX. x FOR TRUSS
<br />SEE PLAN FOR CONNECTION INFO
<br />, e
<br />TOP OF BEAM & LAYOUT DESIGN ° - --
<br />SEE ROOF PLAN -° °.: ° ° a °
<br />(2) HTS20 FOR STRUCTURAL -r E T=I I=1 11=1 1-T I °' a 111�
<br />BEAM SIZE & N '
<br />CONNECTION INFO co
<br />I
<br />_ •III
<br />PLATE I 2x4 #2 SYP P.T. FRAMING w/
<br />7/16' I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - g
<br />O.S.B. z ATTACHED PER NAILING FOR REINF. INFO.
<br />w SCHEDULE OPTION #1
<br />COLUMN LOCATION
<br />'� SEE TYP. WALL SECTION FOR ADDITIONAL
<br />Q �
<br />J 6x6 P.T. #2 SYP SLAB INFORMATION.
<br />Uj
<br />Uj
<br />w ABU66 SLAB STEP & RECESS S.G.D. M
<br />SCALE: 3/4"=V-0"
<br />S3
<br />,)
<br />GARAG
<br />2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL MASONRY WALL AND
<br />AT 8" O.C. PAD FOOTING
<br />E ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALLEXTEND FILL CELLS 6
<br />--
<br />W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS TO FOUNDATION PAD _ 4
<br />INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `;= '
<br />ON FLOOR PLAN SIZE VARIES PER PLAN Cl)CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 K GRAD a °
<br />., FILLED SOLID (SEE PLAN FOR = _ _ = a
<br />6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� = I ° ° °• ° = =III=III=_I'
<br />WWF OR FIBERMESH r z � w-III- III -III -III- w
<br />M 1= n- w to
<br />4-4 1=111 11=1 1=1 1= z
<br />BRICK PAVERS or SLAB PER p o _ -III= • • °• _ _- _' - z_ 9
<br />COMMUNITY SPECS " - - a = _ --
<br />0 -0 FIN. FLR.
<br />\ v/
<br />SEE FOUNDATION
<br />CONC. PAD INFO.
<br />CD12
<br />TAPERED COLUMN FRAMING
<br />SCALE: 3f4"= 1'-0"
<br />-I -III-III=111-III -III-III- FOOTINGLU
<br />-III III -III -III -III -I I i III -III -III_ U
<br />II'''llli=111lllllll=illl ,,ll =III -III- BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />_ •III
<br />PLATE I 2x4 #2 SYP P.T. FRAMING w/
<br />7/16' I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - g
<br />O.S.B. z ATTACHED PER NAILING FOR REINF. INFO.
<br />w SCHEDULE OPTION #1
<br />COLUMN LOCATION
<br />'� SEE TYP. WALL SECTION FOR ADDITIONAL
<br />Q �
<br />J 6x6 P.T. #2 SYP SLAB INFORMATION.
<br />Uj
<br />Uj
<br />w ABU66 SLAB STEP & RECESS S.G.D. M
<br />SCALE: 3/4"=V-0"
<br />S3
<br />,)
<br />GARAG
<br />2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL MASONRY WALL AND
<br />AT 8" O.C. PAD FOOTING
<br />E ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALLEXTEND FILL CELLS 6
<br />--
<br />W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS TO FOUNDATION PAD _ 4
<br />INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `;= '
<br />ON FLOOR PLAN SIZE VARIES PER PLAN Cl)CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 K GRAD a °
<br />., FILLED SOLID (SEE PLAN FOR = _ _ = a
<br />6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� = I ° ° °• ° = =III=III=_I'
<br />WWF OR FIBERMESH r z � w-III- III -III -III- w
<br />M 1= n- w to
<br />4-4 1=111 11=1 1=1 1= z
<br />BRICK PAVERS or SLAB PER p o _ -III= • • °• _ _- _' - z_ 9
<br />COMMUNITY SPECS " - - a = _ --
<br />0 -0 FIN. FLR.
<br />\ v/
<br />SEE FOUNDATION
<br />CONC. PAD INFO.
<br />CD12
<br />TAPERED COLUMN FRAMING
<br />SCALE: 3f4"= 1'-0"
<br />-I -III-III=111-III -III-III- FOOTINGLU
<br />-III III -III -III -III -I I i III -III -III_ U
<br />II'''llli=111lllllll=illl ,,ll =III -III- BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />0 -0 FIN. FLR.
<br />\ v/
<br />SEE FOUNDATION
<br />CONC. PAD INFO.
<br />CD12
<br />TAPERED COLUMN FRAMING
<br />SCALE: 3f4"= 1'-0"
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<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
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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 Florida Building Code -
<br />Residential 6th 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: 19-5893
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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