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I I I I
<br />I I I I
<br />I l I I
<br />1 1 I I
<br />I I I I
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2
<br />SPF
<br />I I I I
<br />518"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
<br />e BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(OR /a„ GYP. TYPE „ X„ @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />.) EACH END (WHEN PARALLEL)
<br />GARAGE
<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.
<br />CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />TOP PLATE
<br />S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />TOP PLATE
<br />2x BLOCKING HORIZONTALLY@
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16"
<br />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 INTERVALS NOT EXCEEDING
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />(12) 10d NAILS U.N.O.
<br />FOR UNDERLAYMENT
<br />@16" O.C. W/ (2) 1V-0" (R302.11)
<br />16d TOENAILS T & B
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11)
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />PRE ENGINEERED WOOD
<br />1/2" GYP. WB MIN. GARAGE SIDE IF
<br />(MIN.) @
<br />APPLICABLE.
<br />z
<br />�r
<br />3/8" MORTAR BETWEEN
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN
<br />(ALT:1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C &
<br />SLAB & BLOCK
<br />EDGES, AND @ 12" O.C.@ FIELD
<br />SIMILAR AT FOUNDATION ONLY „
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR EACH
<br />@
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />-
<br />„o „„ „ IMPSON SP1 w/ (10) 10d NAILS
<br />5/8 x 10 J BOLT @ 24' O.C. W/
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />�'
<br />r
<br />T
<br />2"°x3/16" PLATE WASHER (TYP.)STEP,
<br />SIZE OF FOUNDATION AND
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS TYP.) WWF OR FIBERMESH
<br />`�'
<br />"'
<br />ELEV. 0'-0"
<br />ALT: 1/2"x12" TITEN HD 24" Zx P.T. BOTTOM PLATE
<br />( @
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />7TH EDITION 2020 RESIDENTIAL
<br />( )
<br />MOISTURE BARRIER
<br />I`,' �
<br />A.F.F•
<br />O.C. OR 5/8"x10' WEDGE ANCHOR 2„ x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />�2„ �� 6 x 6 W1:4 x W1.4
<br />� C � °
<br />a _
<br />SHINGLE ROOF, SHINGLES TO
<br />° �
<br />°
<br />@ 24" O.C.) WWF OR FIBERMESH
<br />ATTACHMENTS
<br />/ WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />o -
<br />—L
<br />=--I 1 { t° p '.' -�-�- I -I-
<br />—I o • I I I1
<br />' °
<br />°
<br />u °
<br />° ° ° ° a °
<br />a ° L
<br />ELEV. -0-31/2 Z
<br />"
<br />° ° A.F.F.
<br />31/2"MIN.
<br />31/2"MIN. 1
<br />12
<br />D3161-CLASS F, IN
<br />ACCORDANCE w/ TABLE
<br />I- 1�=1 - - T
<br />rl� [_ _ I-L- I� = I -
<br />�� T`I�I= II ��---�
<br />°
<br />°
<br />° ° 2x4 CONT. a
<br />° ° G
<br />I I° ° -
<br />U_
<br />o
<br />`. N
<br />sO D ° °_�,-�rL� 1/2"(min.)- 4"
<br />—I = I 11.1=
<br />/ - -
<br />_ D 9 - _1 /2"(min.)- 4n
<br />O°
<br />(TYP.} VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />rr�l TTT1 i T
<br />° n
<br />a a
<br />GARAGE DEPTH VARIES
<br />°
<br />-� - ° .
<br />31/2 (min. - 4 I I - -
<br />--=)II
<br />3 (mm,) - 4� _ - _
<br />RESIDENTIAL
<br />8„ ]iTl
<br />I
<br />I ��_� jT� j1'`
<br />-�
<br />-�` �_ �__ �= �I
<br />°
<br />o ° °
<br />} I _
<br />I ��
<br />- 1=1I
<br />I �I � I =81,
<br />INSULA ION LE
<br />ROOF SHEATHING -SEE
<br />„ �
<br />(2) #5 CONT. -I 14 I
<br />h-- IIF
<br />(2) #5 CONT. 4„ 11-4 t -r I �8„
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />4 8
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL C
<br />U.N.O. MN.
<br />TYPICAL BEARING WALL a" STEPrcC
<br />,�
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE:
<br />3/4"=1'-0° S3
<br />SHEAR WALL SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />-
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />\12'N.O.
<br />c
<br />W/A HABITABLE ROOM
<br />2x SUB FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />Qcs'
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />EE STRUCTURAL
<br />2x S.P.F. STUDS @ 16" O.C.
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />CEILING & 8 O.C. WALLS
<br />SOFFIT SHEET SS
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING SEAMS.
<br />@
<br />2x STUDS @ 16" 0/C
<br />M`��s
<br />8"x8"X16" KNOCK -OUT
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />c°N
<br />2x BLOCKING HORIZONTALLY @
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />INTERVALS NOT EXCEEDING
<br />NOTE:
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />I I
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />1V-0" (R302.11)
<br />SEE SECTION C/S3 FOR
<br />PLAN
<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 />ADDITIONAL INFORMATION
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />SEE CC/S3 OR N
<br />G/S3 FOR ANCHOR
<br />"J"
<br />LAYERS W/ TOTAL THICKNESS 718" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />STD. 90-HOOK (SEE DETAIL)
<br />„ „
<br />I
<br />BOLT INFO. I I
<br />5/8"x6" "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8"THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />5/8"DIA. EXPANSION BOLT 24 "
<br />@
<br />TYPE S MORTAR
<br />(IF NO UP LIFT ON
<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 />2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />ARCHITECTURAL
<br />FINISH
<br />I
<br />*SIMPSON SP1 I I
<br />(6) 1/4"x3 1/4" TAPCONS
<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 />3500#, MIN. TENSION 2600#
<br />SPACE ANCHOR )
<br />w/ (10)10d NAILS N
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />LU
<br />BAR w
<br />^
<br />BOLTS 6" n4 x *-— -
<br />END OF 2 MAX PLATOEM WW OR FIBERMESH N E
<br />1x2 PT WD FURRING @ 24" O.C.
<br />r I
<br />TYP. 7.I
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />Cl)
<br />GRADE
<br />�., R- — ., ' "
<br />� °
<br />z
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />�
<br />a �'
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />1 #5 VERT. IN FILL
<br />O
<br />(SEE
<br />MONO OR STEMWALL _
<br />FOOTING MONO SHOWN
<br />Z
<br />_
<br />; °
<br />r> _ a
<br />-_- . � .
<br />D aO
<br />FINISH GRADE
<br />[GRADE 60 MIN. Fy= sOksi] a
<br />25" MIN. LAP [30" MIN. LAP]
<br />g
<br />wtI
<br />m O
<br />-1 11=1 11=1 I 1 I I=11=1 1-L=
<br />D
<br />i=111-1 11=1 I I �' dw-110ELLS �I IJ_I
<br />II
<br />FOUNDATION PLAN
<br />�
<br />FOR CLARITY D
<br />oO
<br />6 MIL VAPOR BARRIER I I e•
<br />° .' 11=�1=_ _ °
<br />R 1 7/8 n
<br />`II
<br />L - -i
<br />FOR LOCATIONS)
<br />o o
<br />_ ,_ __ ___,__
<br />—
<br />-� I I =III =III -'
<br />I
<br />I
<br />I �=
<br />N z
<br />#5 REINFORCING BAR
<br />II I
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />D
<br />-_
<br />I I=1_I_I= III = z_
<br />III= -) =�
<br />I
<br />' '�-7f=TIT=fTf- ,-
<br />_ i)
<br />#5 LAP SPLICE
<br />• 11= III III --I 111-
<br />(2) #5 CONT.
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />-III
<br />NOTE: d III- -1 =III=1 =I _ cv
<br />*FOR BEARING WALL I - =1
<br />I =III
<br />I °'
<br />COMP. SOIL. (COMPACTED TO - °(TYP.)
<br />1=1I TI� TI� 1-
<br />36" MIN. LAP [36"MIN. LAP]
<br />ON 3" CHAIRS
<br />8" V-4" 8"
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />-
<br />W/ UPLIFT ONLY _
<br />=i =I =
<br />,_; -I— i-
<br />-
<br />-! ! !_' _! - ! !_'
<br />!
<br />e I - I-
<br />95 /o MODIFIED PROCTOR ASTM I=TI T= I I Ifs
<br />L 11 hrtri
<br />10 „
<br />MIN PSI MAY VARY PER
<br />AT GARAGE CONTRACTOR
<br />�.� I11 = —i =III -I ! = i= 1=1 (-III=i
<br />-I I=I I I I=i I I (I =III I'=� I I-1 l l l=!
<br />- I
<br />I =1 !_!'
<br />D1557)
<br />4 1.4
<br />r ,��-
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE To SLOPE
<br />-1 -I
<br />�I 11-1 I I,=1 <<�I II �i II III, ;III =(I --I
<br />(1= !
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/6X6
<br />W1.4XW1.4 WWF OR
<br />0-
<br />-
<br />NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS
<br />F
<br />WALL w/ UPLIFTK"G�
<br />FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />„_ ,_ „
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314 -1 0
<br />S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />n_ I_ n
<br />SCALE: 3/4 -1 0
<br />S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />_
<br />r I'00
<br />�, =1T� �_ ° \ I
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />r
<br />III- -
<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 o
<br />— 1 'r I
<br />z T
<br />min. 4
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />BARRIER ,f D C
<br />a
<br />° d -
<br />° GRADE
<br />AT 24" O.C. MAX.
<br />x N %
<br />O
<br />A
<br />4.
<br />—I I I —
<br />COMP. SOIL. °
<br />_
<br />— —°
<br />°O — _—
<br />— —
<br />— — —
<br />—�Tr—rrr— --�-1
<br />_ _
<br />TOP OF BEAM �—
<br />&OLAYOUTIDE$IGNON
<br />° ° — —_— - -
<br />TI�
<br />(COMPACTED To 95% =TI (—� I (=
<br />MODIFIED PROCTOR III-
<br />_ _ _ °
<br />- - -- -
<br />T 1 #5 REBAR w/ OPT.
<br />O
<br />SEE ROOF PLAN
<br />- — — ° A , „--, T
<br />° aTI
<br />M c
<br />Ti T�,, I
<br />ASTM D1557)
<br />- S�RE �1 �IVCLOSURE
<br />I -I (
<br />(2) HTS20
<br />_ FOR STRUCTURAL
<br />BEAM SIZE &
<br />rT-I- _
<br />:- Z. �
<br />3" MIN. CLR.I_4
<br />(Z) #5 REBAR CONT.
<br />1'-4" (1 STORY) STD. 90 HOOK SEE
<br />(
<br />ON 3" CHAIRS TYP.1'-8"
<br />4„ I
<br />''
<br />1
<br />CONNECTION INFO
<br />� -
<br />2 STORY
<br />4 ( ) DETAIL
<br />U.N.O. )
<br />MIN•
<br />2x4 P.T.
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/PLATE
<br />A/S3/J/S6 �
<br />IN
<br />„SEE
<br />MIN O.S.B. SHEATHING
<br />�"- 8
<br />„TYPICAL
<br />WALL SECTION
<br />A
<br />TYPICAL THICKENED SLAB EDGE
<br />L
<br />os.e. Z
<br />CH
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SCALE: 3/4"=V-0"
<br />S3
<br />SCALE:3/4"=V-0"
<br />ll S3
<br />_w
<br />= `=
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q >
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />HOLD GYP. BD.
<br />211,1/2" FROM SLAB
<br />w
<br />o �
<br />COLUMN SIZE AND BASE
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. M
<br />0'-0" CONT. BEAD SEALANT
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />a ' • e •e Q INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS 1 DRIVEWAY
<br />EXPANSION JOINT
<br />,.
<br />,`' 4 -3 1/2"
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS
<br />AT 8" o.C.
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />1311 _
<br />O.H.D. RECESS _
<br />.
<br />r • .: . •
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />I I
<br />PAVERS
<br />z
<br />�Ng
<br />N
<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 I 1 I
<br />EXTEND FILL CELLS
<br />••
<br />+ " 4-
<br />M
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD
<br />j j MAT REINFORCING. r '
<br />•
<br />' . .
<br />• y. ...
<br />�•
<br />CONT. FOOTING STEEL
<br />:• 'e• • — —
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<br />• >•
<br />ra '
<br />--'''
<br />'•' `' "' ';. '
<br />�' I
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />w
<br />¢
<br />>
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />c^'>
<br />z
<br />GRADE L
<br />=T I 1 .: " ' ' 4" - oo
<br />rl I I I I I
<br />�° ' ' e • : ' - -
<br />EI I
<br />oo
<br />TENSION 120# CONCRETE SLAB
<br />)
<br />=
<br />Q
<br />>
<br />FILLED SOLID (SEE PLAN FOR
<br />_ = 1=1 I =' - -C
<br />-=-
<br />`r
<br />III=({
<br />:. ; . •' .' 4 , { I-
<br />6 x 6 W1.4 x W1.4 cw
<br />LU
<br />SIZE AND REINFORCEMENT)
<br />LU
<br />c7
<br />z
<br />_
<br />-! = I -:
<br />Uj
<br />II I ' <: '....{
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<br />SCALE: 3/4"=1'-0" Cv'3
<br />SCALE: 3'4" _''-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
<br />plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions
<br />of the drawing pages bearing
<br />Engineer Is
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<br />JOB
<br />NO: 22-12552-12545
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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