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<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />10'-0" (R302.11)
<br />FOR UNDERLAYMENT
<br />16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE. d
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4 r
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />SHINGLE ROOF, SHINGLES TO
<br />a . p
<br />BE IN ACCORDANCE w/ ASTM
<br />-I I I=1I-lll 1 I I m D I I=1 1=1 1=1 1=
<br />I-1=Ill I � ° II_ III —III —III—' r
<br />D7158-CLASS G or H, or ASTMf_
<br />D3161-CLASS F, IN
<br />P • 1=1 11=1 1=1 1=1'
<br />' I-1 I L III—� ° — 71
<br />12
<br />ACCORDANCE w/ TABLE
<br />"1=1 I I=1 I I 11=1 I r=1 11=1 I I=1 1=1 11=1 I k= I I'
<br />(TYP.)
<br />VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />I-1
<br />-1IiI—I,II II I I-
<br />8"'
<br />RESIDENTIAL
<br />INSULATION LE
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />5/8" OR 1/2" HIGH--�
<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 —�
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALUMINUM FASCIA
<br />-2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />-8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />-ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.—i
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4"1 INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONIC, 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 />d
<br />NOTE:EXTEND
<br />WlAXW1.4 WWF OR
<br />"FIBERMESH"
<br />=
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />co
<br />6 MIL VAPOR
<br />111
<br />D
<br />D
<br />I 11=11 = 7 z
<br />-
<br />BARRIER
<br />I
<br />, p 4
<br />I II11
<br />I
<br />D e •
<br />11=
<br />r
<br />COMP. SOIL.I
<br />(COMPACTED TO 95%
<br />=1
<br />MODIFIED PROCTOR
<br />I
<br />I TTT=T1
<br />[-11
<br />1 I 1
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />ON #5 REBAR CONT._/1'-4"
<br />TYP.
<br />(1 STORY)
<br />STD. 90 NOOK (SEE
<br />U.N.O.CHAIRS
<br />U
<br />4„
<br />V-8(2 STORY)
<br />DETAIL" )
<br />TYPICAL WALL SECTION
<br />A
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />PAVERS �1O.H.D. RECESS -T z
<br />ACM
<br />r_ 4I
<br />80
<br />T
<br />SEE A/S3 OR J/S6 —
<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 />711"r
<br />I I
<br />__1v/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 e BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /$„ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS. ABOVE) CONNECTIONS.
<br />8"16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES TOP PLATE
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />SIMPSON 01-2 w/
<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 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24".
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O,C. @ @ 24" O.C.)
<br />EDGES, AND @ 12" O.C. @FIELD
<br />SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY"
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />r 2"°016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />@ 24" O.C.) 2" x 6 W1.4 x W1,4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4
<br />` �- !, z 31/2"MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH
<br />-0 ELEV. 3112 —
<br />A.F.F. p ° p
<br />°. _ �r b _
<br />o — _ - _ 31/Z min. 4
<br />��[''j'T�ff'�j7_�T I I
<br />cV °° —-- D a a • =1 I I —III I 1/2"(min.)- 00I-
<br />3111-17 =1 rr
<br />I I L11= 3 "(min - 4" I y '
<br />�
<br />Tu, 1- I '
<br />--illy(2) #5 CONT. 4" (2) #5 CONT. 14„ II, 1,111,
<br />B U.N.O. MIN. MIN
<br />TYPICAL BEARING WALL (a STEP (a SHEARWALL C TYPICAL BEARING WALL @ STEP
<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 @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />GURU
<br />QGS•
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />�� o
<br />10 M s
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />GGNSR�
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />SEE CC/S3 OR CN4
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />G/S3 FOR ANCHOR
<br />"J"
<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 NOOK DETAIL
<br />BOLT INFO.
<br />5/8"x6" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />*SIMPSON SP1
<br />(6) 1/4"x3 1/4" 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 />w/ (10)10d NAILS -
<br />2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />TYP.
<br />ASSUMED FINISHED
<br />�'77
<br />c
<br />'�
<br />///,-
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />GRADE
<br />p p
<br />z_
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />MONO OR STEMWALL
<br />?
<br />_N 1--
<br />T D
<br />M — — p D
<br />FINISH GRADE °O
<br />25" MIN. LAP [30"MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />6 MIL VAPOR BARRIE
<br />°°o0
<br />ff I=11
<br />R 1 7/8"
<br />I I I
<br />=1I r
<br />—1TI
<br />#5 REINFORCING BAR
<br />051 AP SPI ICF
<br />*FOR BEARING WALL T COMP. SOIL. (COMPACTED TO I I I I • D e . III I --I
<br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM
<br />ic
<br />D1557) 1�i nII—I I�rl
<br />- 4 1l-4„
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"
<br />° ' v GRADE
<br />— _ =,=L = •HL , ° _ I ..I I IH ICI
<br />_ _ I I_ -(1) #5 REBAR w/ OPT.
<br />' 1=1 I I —I 11=111= I I III —I 11= 11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13 O.H.D. RECESS
<br />T •
<br />M09
<br />.•.. .a:� a.
<br />4,
<br />il�lllll�lll I-111f
<br />I-I�I I e .�• .. l�
<br />SEE A/S3 OR J/S6--- -' 11l l 11 I i,111 , I IT I,
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'-4" (1 STORY)
<br />1'-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />P.T. 2x
<br />1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />J CONT. BEAD SEALA�
<br />— • ' Q INTERIOR
<br />° -31 /2" oL
<br />� v
<br />M CONCRETE NAILS W 1 1/2
<br />J EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN,
<br />TENSION 120#) CONCRETE S
<br />.44
<br />C E
<br />M 6 MIL VAPOR
<br />BARRIER
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />6x6W1.4xW1.4
<br />`WWF OR FIBERMESH ) M
<br />SCALE: 3/4"=1'-0"
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />LLI D
<br />U
<br />J
<br />I
<br />LU
<br />U%_-
<br />1/2"(min.)- 4"
<br />CC
<br />S3
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6x6W1.4xW1A N _
<br />WWF OR FIBERMESH CO E d
<br />a D
<br />=1TI—ITI—ITI=
<br />11 IfT Tlf M r r
<br />(2) #5 CONT. I I Ii I ICI I I , , I ITI I I, , , IF
<br />ON 3" CHAIRS
<br />(TYP.)
<br />1 10..
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT
<br />rG
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.)
<br />WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />— —
<br />TOP OF BEAM
<br />°
<br />°
<br />-
<br />HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />-
<br />T-
<br />c — — — — .1, ° a
<br />�U�,T
<br />a
<br />(2)
<br />-� = r
<br />BEAM SIZE &
<br />a
<br />NTf
<br />i11 l
<br />CONNECTION INFO
<br />T.-
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 T fiI� g
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />=
<br />�
<br />¢
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS
<br />S.G.D. rM
<br />SCALE:3/4"=1'-0" S3
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />AT 8" C
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />w
<br />SIZE VARIES PER PLAN
<br />MIN. #5 VERTICALS
<br />r>
<br />00 Z
<br />GRADE
<br />w/ (2)
<br />>
<br />FILLED SOLID (SEE PLAN FOR
<br />o
<br />w
<br />SIZE AND REINFORCEMENT)
<br />= ?
<br />„•
<br />z
<br />F-p~W�
<br />w
<br />U
<br />BRICK PAVERS or SLAB PER
<br />p o W _
<br />- • •
<br />• -
<br />z_
<br />COMMUNITY SPECS
<br />"
<br />`•
<br />0 -0 FIN. FLR.Nv
<br />Nv
<br />ION
<br />TAPERED COLUMN FRAMI G rCD 12
<br />FOOTING v
<br />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 />c
<br />N
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<br />Ue c ti o
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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 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
<br />0
<br />/a� S
<br />V CD N N W
<br />0 co
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<br />M to r C
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<br />NO : 23-00522
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />Ir 11 1 1. 1 1 1 1, , —TF-----T_ 111
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