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E5
<br />E
<br />LO
<br />LO
<br />2
<br />0
<br />V)
<br />:9
<br />-0
<br />C-4
<br />C)
<br />LO
<br />C:)
<br />LO
<br />-0
<br />0
<br />=3
<br />C14
<br />C-4
<br />L0
<br />L6
<br />C)
<br />LO
<br />10
<br />2
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<br />39
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<br />0
<br />C14
<br />C)
<br />C14
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<br />3 L1.
<br />4
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<br />0
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<br />V)
<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.)
<br />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-j
<br />NAILER
<br />STD. 90'HOOK (SEE DETAIL
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />1 V-101" (R302.1 1)
<br />@ 16" O.C. W/ (2)
<br />16d TOFNAILS T & :\ V
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP WB (MIN.) @ GARAGE SIDE IF
<br />/_ APPLICABLE.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />1/4" DIA X 3 1/4" TAPCONS @ 24" O/C &
<br />HURRICANE ANCHOR @ EACH 2x P.T. PLATE @ 6" MAX FROM END OF 2 x PLATE
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />A //_ WWF OR FIBERMESH
<br />MOISTURE BARRIER C. R - . , . 1:1. .
<br />. . A
<br />SHINGLE ROOF, SHINGLES TO
<br />,
<br />=
<br />N V_
<br />S
<br />BE IN ACCORDANCE w/ ASTM
<br />I I I
<br />�1 I I�El I M R I>
<br />-CLASS G or H, or AS
<br />D7158 TM
<br />EEI I FILI I=
<br />D3161-CLASS F, IN
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />U 1
<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
<br />ELEV. VARIESJJJ_'� I SEE TYP. WALL SECTION SCALE: 3/4"=1'-0"1
<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" 0 .C.-/
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS(SEE
<br />FOUNDATION PLAN
<br />Wz
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4"X4" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />AT GARAGE CONTRACTOR
<br />R
<br />MIN PSI MAY VARY PER
<br />U)
<br />0 TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />0- --NOTE:EXTEND
<br />WIIAXW1.4 VVWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />a
<br />1i
<br />E
<br />C14
<br />00
<br />Cn
<br />00
<br />6 MIL VAPOR
<br />7 2�
<br />BARRIER 4
<br />�'.EEFI I
<br />C14
<br />COMP. SOIL. :11 1= 1
<br />I -1
<br />1
<br />FO 95%
<br />(COMPACTED I Tj I' 1
<br />7 TI[ 11 1=1 I I I I
<br />MODIFIED PROCTOR
<br />ASTM D 1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT
<br />1'4' (1 STORY)
<br />ON 3" CHAIRS TYP.
<br />STD. 90 HOOK (SEE
<br />U.N.O. 4" V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />SCALE: 3/4" V-10"
<br />OPT: DEPRESS SLAB 5 Y2"
<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-�
<br />- -I/- 1�
<br />Cl)
<br />A
<br />4- 119
<br />4"
<br />4
<br />S E E A/S3 OR J/S 6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY) V-8" (1 STORY W/ DEPRESSED SLAB OPT.)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />CD
<br />GG
<br />S3
<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 />2x S. P. F. ST S 16" O.C.
<br />A
<br />2x STUD
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />811C M U
<br />1"x P - T STUD
<br />#5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLTINFO.
<br />5/8"x6" "J" BOLTS BOLT
<br />(IF NO UP LIFT ON JI-
<br />@ 24" O.C. VERT. OR
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />-4 =:
<br />(6) 1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1
<br />SPACED EVENLY
<br />W/ (110) 1 Od NAILS C4
<br />2x P.T. P LATE
<br />TYP.
<br />ASSUMED FINISHED
<br />�GRADE
<br />MONO OR STEMWALL---,,
<br />FOOTING MONO SHOWN
<br />FOR CLAR[TY
<br />00
<br />NOTE:
<br />*FOR BEARING WALL
<br />C14
<br />W/ UPLIFT ONLY
<br />77-
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SCALE: 3/4"=V-10"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />� �S3
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W14
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"---,
<br />-
<br />GRADE
<br />A
<br />4_,
<br />00
<br />- I 1=1 I 1=1 I M I IEZI I F:__1 I F1 I I:W__1 I IE:1
<br />-(1) #5 REBAR W/ OPT.
<br />IT�SQREEN �NCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0"
<br />Il S3
<br />EXPANSION JOINT BLOCK WALL BEYOND
<br />1311
<br />S
<br />Nt
<br />O.H.D. RECES �!! I
<br />CN
<br />A
<br />4 1 1� 0?
<br />4
<br />SEE A/S3 OR J/S6 1 fl F, U JPFF LI
<br />FOR REINF. INFO.
<br />L 3" MIN. CLEARANCE
<br />1'4' (1 STORY)
<br />V-8" (2 STCIRY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S 3
<br />ADDITIONAL INFORMATION.
<br />1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />7//IF
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR Ys" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />3/8" MORTAR BETWEEN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />SLAB & BLOCK
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />5/8- x 10" "J" BOLT @ 24" O.C. W1
<br />2"'x3/16" PLATE WASH ER (TYP.)
<br />EL EV. 0'-0"
<br />(ALT: 1/2"x`12" TITEN HD @ 24"
<br />A. F.F.
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />@ 24" O.C.)
<br />E LEV. 4-3 1/2" z
<br />3 1/2" MIN.
<br />00
<br />7/17
<br />_TV,,Ar
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. CONNECTIONS.
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 wl 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12) 10d NAILS U.N.O.
<br />'ERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
<br />(ALT: 1/2"xl 2" TITEN H D @ 24"
<br />PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT //2x P.T. BOTTOM PLATE
<br />INCLUDE THE WALL
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />3 1/2" MIN.
<br />;2� 1/2"(min.)- 4"
<br />X
<br />jr=
<br />I r=
<br />1=1 I 1=1 I F
<br />00 5_� 1 1
<br />'1 11 �,
<br />3 1/2"(mirl =i r Ei r= i r
<br />4"
<br />�- 4A-
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL
<br />"SHEAR W
<br />ALL"
<br />SCALE: 3/4"=V-0"
<br />ox-
<br />?G5.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />2x BLOCKING HORIZONTALLY@ APPLICATION
<br />INTERVALS NOT EXCEEDING
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />1 U-10" (R302.1 1)
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />CH. CONTINUOUS TO FOOTER BELOW 90 nOOK DETAIL
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EA
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />3RD LAYER 1/8" THICK. K.C. BLOCK
<br />PLATE WASHER TYPICAL
<br />SIMPSON SP1 W/ (10) 1 Od NAILS @ EA, STUD
<br />MIN. 2500 PSI CONCRETE SLAB W/
<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 />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />PER MFR INSTRUCTIONS
<br />;2�
<br />'N""-#3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />ZE i A . . .
<br />t. . . I, . - . 1
<br />t�
<br />'s .
<br />T
<br />FINISH GRADE 00 M
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />25" MIN. LAP [30" MIN. LAP]
<br />6MILVAPOR RIEIT'+T_111 11 I>
<br />mi I I IN, A.
<br />op
<br />Ei; . DR _Irf 1-1 mm
<br />A 1. �Efft_ffl =
<br />(AX,\ AAA,
<br />5 REINFORCING BAR R 17/8"
<br />t,
<br />z
<br />I 1=1 1 r:�_:l 1 Mi
<br />1 7M
<br />OF I AP ;Pl IrF
<br />tm1 r _11T
<br />=1 r
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM I M1 1 1 r�= 1 1=1 R
<br />T r T
<br />D1557)
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />2 HOLD GYP, BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALANT
<br />0
<br />INTERIOR
<br />-3 1/2" j,
<br />-A.
<br />A A
<br />:Z__�
<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 />9
<br />0?
<br />1=1 11-111-511 7t±T I r_
<br />"I
<br />--n-L
<br />6 MIL VAPOR
<br />BARRIER
<br />Ill I Ill P
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />7 .
<br />T�0M
<br />1! 1-111 111-1 1'' 11
<br />(2) #5 CONT. 4" -1111 11 11,11 T
<br />U.N.O. M III
<br />TYPICAL BEARING WALL"" STEP
<br />(U-) cc
<br />SCALE: 3/4"=V-0" S3
<br />6c�c
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />Sim
<br />W
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACEANCHOR
<br />< BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />LU
<br />0
<br />_j
<br />a- I- A
<br />co
<br />3
<br />LU
<br />LU .111 A
<br />Cn
<br />v
<br />v' v'
<br />M
<br />)R
<br />FRO
<br />LATE
<br />10.1
<br />XXY x/ XXI 1xx
<br />27-7,11 Ix
<br />'-#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS rF_��
<br />SCALE: N.T.S.
<br />EE PLAN
<br />FRAME -DOWN FALSE BEAM W/ (3)
<br />SEE ROOF PLAN
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX. x
<br />xx
<br />CONNECTION INFO
<br />SEE PLAN FOR jil
<br />& LAYOUT DESIGN
<br />TOP OF BEAM '%j
<br />SEE ROOF PLAN �0
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2X4 #2 SYP P.T. FRAMING W/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />Ui
<br />0
<br />!�
<br />SCHEDULE
<br />=
<br />>
<br />LU
<br />- SEE PLAN FOR STRUCTURAL
<br />--I
<br />Uj
<br />COLUMN SIZE AND BASE
<br />X
<br />LU
<br />LU
<br />CONNECTION INFO.
<br />U)
<br />_2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"0" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />GARAGE
<br />ATTACHMENTS & 18/ D1
<br />::_�1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />-INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />ON FLOOR PLAN
<br />0
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />W/ MIN. (2) #5 VERTICALS
<br />>
<br />LU
<br />L
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4
<br />LU
<br />W
<br />SIZ E AND REINFORCEMENT)
<br />WWF OR FIBERMESH
<br />Fn
<br />LU
<br />U)
<br />BRICK PAVERS or SLAB PER
<br />0'-0" FIN FLR.jh
<br />COMMUNITY SPECS
<br />N1,11 0
<br />X
<br />(2) #5 CONT.-f
<br />LLI
<br />ON 3" CHAIRS
<br />(TYP.) 8" 1 �4'
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-121" (R302.1 1)
<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 />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />i::M
<br />i- __ C?
<br />7r
<br />.1
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT
<br />G�
<br />SCALE: 3/4"=V-13"
<br />1\13�
<br />VARIES
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />S.G.D. (U.N.O.)
<br />SEE A/S3/J/S6
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS S.G.D. ��M
<br />SCALE: 3/4"=V-0" S3
<br />� MASONRYWALLAND� T<D 11
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />n E
<br />TO FOUNDATION PA
<br />RCING. Q
<br />MAT REINFO
<br />CONT. FOOTING STEEL
<br />z
<br />00 GRADE
<br />LU
<br />o
<br />Z :D
<br />UJI LU
<br />0 0
<br />) a- 11.1
<br />LLJ u) LLj
<br />0 in
<br />U_
<br />7 1 <
<br />"�FOOTING L-uj
<br />0
<br />PAD REINFORCEM BEYOND
<br />EN
<br />L 3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL KN�
<br />SCALE: N.T.S.
<br />��3
<br />C-4
<br />U"t
<br />CD
<br />AR
<br />9=
<br />C_;1 C1.1)
<br />CZA
<br />co .3 C= cc
<br />-
<br />2
<br />E
<br />zr
<br />cc
<br />cc
<br />E -
<br />'n
<br />UVu,, vi
<br />"'
<br />F, VV A '41�
<br />Z,
<br />zz
<br />0
<br />4
<br />L
<br />v
<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 2020
<br />Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and sea[ is only for
<br />the tructural engineering portions of the drawing pages bearing
<br />Engs
<br />W
<br />.a All
<br />t, E
<br />CD co 8
<br />0
<br />0
<br />Uj
<br />R 1� 0, -
<br />'RA C-,
<br />-5
<br />- ? ;
<br />r- r-
<br />.4
<br />N CD
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<br />SHEET NO.
<br />S3
<br />(MONO)
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