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<br />ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />7TH EDITION (2020) RESIDENTIAL
<br />12
<br />(TYP.) VARIES
<br />INSU
<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 />BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />/-2x
<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.
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA, X 3 1/4" TAPCONS @ 24" O/C & .�
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH CO
<br />MOISTURE BARRIER
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE W ASTM
<br />_ a
<br />-I I (=III-ILI I m 11-III-I I-11 b
<br />D
<br />D7158-CLASS G or H, or ASTMI
<br />I I=1 I=T
<br />III -III -III
<br />I(
<br />-I D • 1=11=III=III=►
<br />III -I I I -I
<br />D3161-CLASS F, IN
<br />I I I
<br />-
<br />- -
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />,[L
<br />'
<br />I -I 11=1
<br />' =I
<br />I I=I I I-1 1=1 I =
<br />11=1 1=�1=) I I
<br />1I 11-1
<br />I I I..11
<br />11=I 11=I I'
<br />i rF- I r
<br />CODE 7TH EDITION (2020)
<br />I,[-iil 11 II
<br />I h-Ii
<br />I''
<br />8
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rG G
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 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.--/
<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"x4" INSPECTION
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLABzz
<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 />a
<br />NOTE:EXTEND
<br />WlAXW1.4 WWF OR
<br />-
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />ct'
<br />00
<br />co
<br />6 MIL VAPOR*
<br />D
<br />-
<br />BARRIER
<br />J I
<br />N
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />III
<br />I I I I1=TI=1I
<br />I I I
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />4„
<br />11'-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 />O.H.D. RECESS
<br />PAVERS z
<br />I/ �N
<br />• 4 6 " �- 00
<br />SEE A/S3 OR J/S6 `-U11=1 1!1=III„ 1 II Fit -I,--
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) / T-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S, S3
<br />ADDITIONAL INFORMATION.
<br />LOAD BEARING OR --
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (10)10d NAILS -�
<br />TYP.
<br />MONO OR STEMWALL-
<br />7/r
<br />--[V/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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />G
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPEGE W/A HABITABLE ROOM
<br />EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<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 10'4' (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"x10' 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 SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT 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 />:IF2"°x3/16" 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 Zx P.T. BOTTOM PLATE
<br />OIL O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />A.F.F.
<br />@ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH WWF OR FIBERMESH
<br />ELEV. 4-31/2" 31/2" MIN. 31/2" MIN.
<br />2x4 CONT, A.F.F. O �. A °
<br />- b a .= 11= 31/2"(min.)- 4" b• 11=1 11=1 �IT '31/2"(min.)- 4
<br />00 it 00
<br />GARAGE DEPTH VARIES r3l'2/"(min. - 4" LI= _ '-I I I�' 31/2"(min.) - 4"
<br />-III=1 -I l r
<br />-► I I-� ITI=1T 1 I I-1 I I �I �1T I''" ' =1 11=1 I I 1111=ITI-1 -III III
<br />(2) #5 CONT. 4„ 1'4" 81, (2) #5 CONT. 4"'-4� 8
<br />rB uALGARAGE SLAB AT STEPMIN.TYPICAL BEARING WALL @ STEP
<br />TYPICAL BEARING WALL STEP SHEARWALLrc�� rCC
<br />SCALE: 3/4"=V-0" S3 SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3
<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 />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />8" C.M.U.
<br />1"x P.T. STUD 2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />N #5 VERT. IN FILLED CELL 10'-0" (R302.11)
<br />5/8"4" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />@ 24" O.C. VERT. OR PLATE WASHER TYPICAL
<br />5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/
<br />(6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR
<br />SPACED EVENLY FIBERMESH
<br />2x P.T. PLATE '
<br />ASSUMED FINISHED
<br />GRADE iv D D D °
<br />T - b
<br />z ch D p
<br />Jill
<br />FOOTING MONO SHOWN � - -R -I ' N I I
<br />I> °
<br />O° I D
<br />FOR CLARITY 6 MIL VAPOR BARRIE\ w -_
<br />I I D i I-1 I I
<br />= e
<br />NOTE: -
<br />*FOR BEARING WALL - T COMP. SOIL. (COMPACTED TO_-
<br />r-
<br />95 /o MODIFIED PROCTOR ASTM II II 11-I- III
<br />W/ UPLIFT ONLY M=1
<br />D1557)''Mil
<br />1 "-4,"
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTI
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE:
<br />SLAB INFORMATION. SLAB INFORMATION.
<br />�6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"---, z
<br />° ' v GRADE
<br />—7;
<br />00 - - a
<br />-(1) #5 REBAR w/ OPT.
<br />III=1 I I TT 1= I = 11=1 11= I rSCREEN ENCLOSURE
<br />MIN.
<br />ICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />N '
<br />Cl)
<br />M _
<br />4 e.
<br />..A�-
<br />I o0
<br />�II�II
<br />'
<br />SEE A/S3 OR J/S6 I -III
<br />I
<br />I l li ,l J
<br />1111
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1'-4" (1 STORY)
<br />V-8" (2 ST
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0 CONT. BEAD SEALANT
<br />- a INTERIOR
<br />d P . � w -3 1-�
<br />a.
<br />a 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 />1A °
<br />E_
<br />TI f j=1
<br />N ' I=fIT-
<br />M 6 MIL VAPOR
<br />BARRIER -III-I 11-I I I L' 1111-1
<br />TI 1, 1�
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" S3
<br />GoN" . 110
<br />GV�
<br />PG5'
<br />M
<br />2x STUDS @ 16" O/C
<br />�I
<br />��T�
<br />3/4"=1`-0"
<br />,GGN�\N
<br />INSULATION PER FBC AND ENERGY/
<br />2x BLOCKING HORIZONTALLY@
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />INTERVALS NOT EXCEEDING
<br />APPLICATION
<br />NOTE:
<br />1U-0" (R302.11)
<br />SEE SECTION C/S3 FOR
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL
<br />SIMPSON SP1 w/ (10)
<br />SIDE IF APPLICABLE.
<br />3RD LAYER 1/8"THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />2X PT PLATE
<br />20"MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR
<br />3500#, MIN. TENSION 2600#)
<br />WEEP SCREED INSTALLED
<br />BAR
<br />Q
<br />o
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />6 x 6 W1.4 x W1.4 N c_
<br />WWF OR FIBERMESH
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />U
<br />D ° b
<br />Z
<br />#3 & #4 LAP SPLICE
<br />___
<br />GRADE 40 MIN. Fy= 40ksi
<br />.. °
<br />FINISH GRADE °O
<br />25" MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />a
<br />T
<br />—I I I'��__N-,."
<br />D
<br />I . - I [ I III- o
<br />W
<br />Tom, -III
<br />1
<br />• I�
<br />U:
<br />II I-
<br />_t
<br />#5 REINFORCING BAR
<br />R 17/8
<br />I1
<br />"
<br />I
<br />.ITI�#5 f-III-III
<br />III=1 I
<br />LAP SPLICE
<br />(2) #5
<br />. ,�=1_I
<br />36" MIN. LAP [36" MIN. LAP]
<br />CHAIRS
<br />_
<br />1Q,
<br />(TYP.) 8" 1 `-4" 8'"
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />NG rE
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT rG
<br />S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=V-0" 53
<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.
<br />• x
<br />CONNECTION INFO
<br />°
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />°
<br />e -
<br />-
<br />TOP OF BEAM
<br />- e A
<br />I I ICI 11=�1 c`N it
<br />HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />r
<br />- - -
<br />I1T
<br />J J.- --
<br />'E
<br />(2)
<br />-ern-rT=rl
<br />BEAM SIZE &
<br />N '
<br />'d =I
<br />CONNECTION INFO
<br />T I . ° c"
<br />III�-
<br />P�aTE
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />J�p , ,i J-T, �TI J,
<br />7111"
<br />MIN 7116" O.S.B. SHEATHING
<br />SEE A/S3/J/S6
<br />�� 81t
<br />°.S.B.
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />a s �PEa
<br />LU
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />COLUMN LOCATION
<br />¢
<br />>
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />w
<br />COLUMN SIZE AND BASE
<br />rM
<br />o
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D.
<br />�
<br />SCALE: 3/4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />O.C.
<br />MASONRY WALL AND
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<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 c
<br />W/ DR SCREWS @ 8"O.C.
<br />TO FOUNDATION PAD _
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />ON FLOOR PLAN
<br />w
<br />0
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT. BEAD SEALANT
<br />Q
<br />>
<br />w/ MIN. (2) #5 VERTICALS
<br />00 ?
<br />GRADE
<br />d
<br />>
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 N
<br />w
<br />SIZE AND REINFORCEMENT)
<br />LU
<br />C7
<br />Cl)
<br />WWF OR FIBERMESH M
<br />LU
<br />U)i
<br />o'-'- w o
<br />U
<br />BRICK PAVERS or SLAB PER
<br />p o `� _
<br />• • • •
<br />- z
<br />�co
<br />COMMUNITY SPECS
<br />''' Cn
<br />0-0 FIN. FLn.fft
<br />TAPERED COLUMN FRAMING
<br />SCALE: 3W' = 1W'
<br />�4
<br />cn
<br />C
<br />n
<br />4 �v�
<br />cum
<br />�C
<br />4-4
<br />Ca
<br />.� Ca oa
<br />i/f r7 -m
<br />c E
<br />rA-
<br />0
<br />CV
<br />N
<br />A �
<br />Q r s
<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 7th 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.
<br />W �pE
<br />� M U
<br />0
<br />� �
<br />0 .2 W 0)N co
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<br />NO: 23-04657
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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