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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 />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
<br />(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 @ 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. > 8'4".
<br />Y
<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 />IF/INDICATED
<br />ON THE PLAN. ATTACH FOR WALL HGT. > T-6".
<br />(ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6".
<br />1/2" GYP. WB (MIN.) @GARAGE SIDE IF z
<br />APPLICABLE. d
<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 />"SIMILAR
<br />Zx P.T. PLATE 114" DIA. X 31/4" TAPCONS @ 24" 0/C & •�
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10)10d NAILS
<br />AT FOUNDATION ONLY"
<br />SIMPSON SP1 w/ 10 10d NAILS
<br />( )
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />IF NOTED, THIS REFERS TO THE
<br />1 LAYER TYPE 11 #30
<br />O ( )41
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />"°
<br />2 x3/16 PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />FOR ROOF
<br />CHAIRS TYP, Cl)�''
<br />(TYP.) WWF OR FIBERMESH
<br />ELEV. 0'-0"
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />PITCHUNDE>AYMENT
<br />PITCH >4:12
<br />a
<br />A F F
<br />OR 5/8"x10' WEDGE ANCHOR @ 24"
<br />„ x6W1.4xW1.4
<br />0 } 2
<br />INCLUDE THE WALL
<br />CH 6x6W1.4xW1.4
<br />ATTACHMENTS 2"
<br />D
<br />�. " �� '
<br />(2) LAYERS TYPE I OR TYPE II
<br />. • '. .. • . °' .D
<br />° °
<br />WW F OR FIBERMESH
<br />WWF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />-I I I— I —I �,.' D
<br />I =I I -I I I =1 I=
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<br />°
<br />° ° ° ° °
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<br />ELEV. -0'-31/2" Z
<br />31/2"MIN.
<br />31/2"MIN.
<br />'
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905,
<br />FOR ROOF PITCH 4:12 OR LESS.-I
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<br />I-LI=I I �I D • I I II
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<br />PRE ENGINEERED WOOD
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<br />TRUSS @ 24 O.C. U.N.O.
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<br />(TYP.)
<br />VARIES
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL, UNDER EA. TRUSS
<br />" I-� I I T T� -I I'
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<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />4" 1'4' 8"
<br />(2)
<br />INSU ION LE
<br />SHINGLE ROOF
<br />U.N.O. MIN.
<br />U.N.O.
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />TYPICAL BEARING WALL STEP SHEARWALLrc
<br />TYPICAL BEARING WALL a@ STEP rc
<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"=1'-0"
<br />S
<br />SCALE: 3/4"=1'-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />-
<br />ALUMINUM DRIP
<br />�°���y
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />ec
<br />W/A HABITABLE ROOM
<br />12"
<br />N.O.•2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS 4" 0/C
<br />@
<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 />2x STUDS @ 16" O/C
<br />0\ N, o s
<br />SCREWS @ 7" O.C.
<br />SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />\ \o
<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. < 8'-6". (2) ROWS
<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 />2x BLOCKING @ 3rd PTS FOR
<br />SEE SECTION C/S3 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 />PLAN
<br />SEE CC/S3 OR N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />1x2 P.T. HORIZONTAL
<br />G/S3 FOR ANCHOR
<br />" "" "
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL
<br />SIMPSON N 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 />IL
<br />5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />( 24" O.C. VERT. OR
<br />IF NO UP LIFT ON @
<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 />2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />(6)1/4"x31/4" 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 />E
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />w/ (10)10d NAILS N 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR l¢-
<br />LI,
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<br />END OF 2" x PLATE WWF OR FIBERMESH d
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<br />ARCHITECTURAL
<br />FINISH
<br />TYP. r ASSUMED FINISHED
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<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
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<br />1x2 PT WD FURRING @ 24" O.C.
<br />#5 VERT. IN FILL
<br />' ' GRADE
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<br />#3 $ #4 LAP SPLICE
<br />25" MIN. LAP MIN. LAP]
<br />GRADE 40 MIN. 740kksii, =n
<br />[GRADE 60 MIN. a
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<br />1x4 P.T. BASE NAILER
<br />CELLS (SEE
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<br />FOR LOCATIONS)
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<br />FOR BEARING WALL -i *-
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<br />COMP. SOIL. (COMPACTED TO D °'
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<br />36" 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 />=I = I--
<br />95% MODIFIED PROCTOR ASTM I - �I I
<br />I I I
<br />_
<br />I I
<br />10"
<br />MIN PSI MAY VARY PER
<br />co AT GARAGE CONTRACTOR
<br />TO CUT BLOCK OR POUR
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<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
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<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<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 rE
<br />REBAR DETAILS
<br />F
<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 />SCALE: 3/4"=1'-0" S3
<br />�
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />4
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<br />0
<br />6x6W1.4xW1.4
<br />SEE PLAN
<br />VARIES
<br />11/2"RECESS FOR 6x6W1.4xW1.4
<br />D _ ao
<br />I I "�
<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 D
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<br />min.) 4"
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />BARRIER 4 I
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<br />° ' � GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />x . . "
<br />CONNECTION INFO
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<br />COMP. SOIL. A
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<br />MODIFIED PROCTOR I TT�Tf[=
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<br />SEE ROOF PLAN
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<br />MIN. CLR.
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<br />BEAM SIZE &
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<br />(2) #5 REBAR CONT.
<br />1-4 (1 STORY)
<br />STD. 90 NOOK (SEE
<br />I
<br />4„ I I
<br />CONNECTION INFO
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<br />ON 3" CHAIRS TYP.
<br />U.N.O. 4" 1'-8" (2 STORY)
<br />DETAIL)
<br />MIN.
<br />2x4 P.T.
<br />PLATE
<br />I
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6 7-
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE L
<br />7r1s"
<br />°'S'B'
<br />I
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<br />MIN 7/16" O.S.B. SHEATHING
<br />ATTACHED PER NAILING
<br />� 8
<br />FOR REINF. INFO.
<br />SCALE: 3/4" =1'-0"
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />�.� w
<br />SCHEDULE
<br />OPTION #1
<br />1/2" GYP. BD.
<br />COLUMN LOCATION Q
<br />§
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />P.T. 2x
<br />>
<br />6x6 P.T. #2 SYP
<br />SLAB INFORMATION.
<br />2» HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />w
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<br />ABU66
<br />SLAB STEP & RECESS S.G.D. M
<br />01011 J CONT. BEAD SEALANT
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 512"
<br />DEEP AND 6" BEYOND
<br />�� ¢
<br />DOOR TO RECEIVE BLOCK
<br />WALL BEYOND
<br />BLOCK WALL BEYOND
<br />' ..• • : ' ': 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 ; -3 1/2"
<br />SEE DETAIL 16/D1 FOR
<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 />• • •
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />O.C.
<br />PAD FOOTING
<br />PAVERS
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<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 />EMBEDMENT @ 12" O.C.
<br />W/ DRYWALL SCREWS 8"O.C.
<br />TO FOUNDATION PAD
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<br />STAGGERED, FROM BOTTOM
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. N '
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<br />„ ON FLOOR PLAN
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<br />SIZE VARIES PER PLAN
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<br />(MIN. SHEAR 1$0#MIN. CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
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<br />'- I WWF OR FIBERMESH r
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<br />SEE A/S3 OR J/S6 ( �_
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<br />COMMUNITY SPECS
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<br />I=I — I=III-III=III -III=III-=
<br />I I —I I III=III I I= I=I FOOTING �
<br />FOR REINF. INFO. 3 MIN. CLEARANCE
<br />FOR REINF. INFO. 3 MIN. CLEARANCE
<br />BARRIER
<br />- I =
<br />— -
<br />=III -III-III-' BEYOND
<br />1'4' (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'-4" (1 STORY)
<br />PAD REINFORCEMENT -� I-III-� -' 3" MIN. CLEARANCE
<br />1' 8" (2 STOR
<br />1'-8" 2 STORY)
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<br />4 4
<br />••� 4
<br />SEE FOUNDATION
<br />(SEE SCHEDULE) FOOTING WIDTH
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<br />CONC. PAD INFO.
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS
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<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />TAPERED
<br />COLUMN FRAMING CD12
<br />PATIO COLUMN FTG. DETAIL rN
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. III S3
<br />SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"= 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
<br />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 />NO:
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<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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