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l: n A f r I m. • a,. • , .I:➢� . S 1' : •� At .1 1 9 _ r Zvi . nau r �s€A III" � e R er�� 'e���+®naae,e�e� nwr r r w e-a wiav r i �..I " esr� ur nrma r I I I � r• � N L I I I I ill! IIIIII 1 Ijl j. rill, II I � r' � � � q I I I {1 I I j[ - I 'R.�I I
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<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />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
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />@
<br />(U.N.O.) (OR 5/" GYP. TYPEGE
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />EACH END (WHEN PARALLEL)
<br />G W/A HABITABLE ROOM
<br />GARAGE
<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 />Q.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 />..
<br />1/2" CDX PLYWOOD OR 7/16" O.SB
<br />(12)10d NAILS U.N.O.
<br />FOR UNDERLAYMENT
<br />@16" O.C. W/ (2) 10'-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 10'-0" R302.11
<br />( )
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"°x3/16" PLATE WASHER "
<br />(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 />APPLICABLE.
<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 />@ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN
<br />TRUSS 24" O.C. U.N.O.
<br />�°
<br />2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C
<br />& gi
<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 />@ 6" MAX FROM END OF 2 x PLATE
<br />E
<br />=
<br />„° „ „ „ 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 />C�!
<br />T
<br />2"°x3/16" PLATE WASHER (TYP•)
<br />STEP, SIZE OF FOUNDATION AND
<br />W/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.) WWF OR FIBERMESH
<br />`o
<br />ELEV. U-0"
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T• BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />a
<br />A.F.F.
<br />O.C. OR 5/8"x10' WEDGE ANCHOR �� x 6 W1.4 x W1.4
<br />2
<br />INCLUDE THE WALL / 6 x 6 W1.4 x W1.4
<br />9 A
<br />SHINGLE ROOF, SHINGLES TO
<br />. A
<br />o
<br />@ 24 O.C.) F OR FIBERMESH
<br />ATTACHMENTS 21r WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ASTM
<br />G or H, or ASTM=�
<br />F, IN
<br />I =1=1 1=1
<br />. , -
<br />I I I -=I 11= m ' W141
<br />' 1=1 L I I I� °— —_ I
<br />° a °
<br />° a `
<br />° 2x4 CONT. `
<br />„ z
<br />ELEV. -0-31/2�D7158-CLASS
<br />A.F.F.'D3161-CLASS
<br />31/2" MIN.31/2"MIN.
<br />12
<br />ACCORDANCE w/ TABLE
<br />�I
<br />- I I �1� I �1�=1 I— �I i I I �L rI I
<br />a
<br />�r ° ` ° ° `
<br />w
<br />o
<br />- ° T=1 '31/2"(min.)- 4"
<br />/ ILI
<br />D 9' 1/2"(min.)- 4„
<br />'
<br />(TYP.)
<br />VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />-I I L--I �I I I I I �I I I� I I I
<br />1=I111- I
<br />„ -� t I ICI I Ir t I
<br />4
<br />o 4 °
<br />I j
<br />GARAGE DEPTH VARIES
<br />c
<br />4
<br />-J
<br />D p n • — rr�
<br />R --r
<br />31/2" in. - 4" T(T—I 11 __ l I l�I -
<br />(m
<br />I
<br />_ —I—r
<br />00
<br />31/2" min. - 4" = TIl
<br />( )
<br />RESIDENTIAL
<br />8
<br />4 °
<br />4 G
<br />° ° °�_
<br />6 A
<br />_ ——I
<br />I
<br />I'"�I
<br />T
<br />}
<br />INSULATION LE
<br />ROOF SHEATHING -SEE
<br />TYPICAL INTERIOR BEARING
<br />-'-`
<br />2 #5 CONT.
<br />O 4 1-4 8
<br />2 #5 CONT. "r, ' tT ' �-,
<br />O 4 �4 8
<br />FRAMING SHEET FORN
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT GG
<br />GARAGE SLAB AT STEP rB
<br />TYPICAL BEARING WALL STEP MI SHEARWALL C N.
<br />U.N.O. IN.
<br />TYPICAL BEARING WALL STEP CC
<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 />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 />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 />EE STRUCTURAL
<br />NAILED Wl 8d COMMON NAILS @ 4" 0/C
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />2x S.P.F. STUDS @ 16
<br />O.C.
<br />BOUNDARIES, 6 0!C EDGES, AND 12 O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS,
<br />2x STUDS @ 16" O/C
<br />0\ o S
<br />CEILING & 8" O.C. WALLS
<br />$"x8"X16" KNOCK -OUT
<br />N
<br />LOAD BEARING OR
<br />2x STUD
<br />INSULATION PER FBC AND ENERGY
<br />10
<br />�/ o°`�
<br />2x BLOCKING HORIZONTALLY@
<br />INSULATION PER
<br />BLOCK W/ 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 />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />10'-0" R302.11
<br />SEE SECTION C/S3 FOR ( )
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />SEE CC/S3 OR CN
<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 />LAYERS W/ TOTAL THICKNESS 718" OVER
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 318" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 wl (10) SIDE IF APPLICABLE.
<br />STD. 90-HOOK (SEE DETAIL)
<br />„ „
<br />TYPES MORTAR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />5/8"x6" BOLTS BOLT
<br />�° 24" O.C. VERT. OR
<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 />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 />*SIMPSON SP1
<br />(6)1/4"x31/4" 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 />3500#, MIN. TENSION 2600#)
<br />SPACE ANCHOR ^
<br />ARCHITECTURAL
<br />w/ 10 10d NAILS _
<br />( ) c.l
<br />2x P.T. PLATE
<br />FIBERMESH
<br />r
<br />WEEP SCREED INSTALLED
<br />BAR d
<br />o
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />END OF 2" x PLATE WWF OR FIBERMESH ; E d
<br />1x2 PT WD FURRING @ 24" O.C.
<br />FINISH
<br />TYP.
<br />ASSUMED FINISHED
<br />GRADE
<br />c
<br />E
<br />D . � • . D � �
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />GRADE
<br />#3 & #4 LAP SPLICE
<br />40 MIN. Fy= 40ksi �
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />MONO OR STEMWALL
<br />z
<br />r °
<br />�`� -- -- P
<br />FINISH GRADE
<br />D •
<br />[GRADE
<br />25"MIN. LAP [30"MIN. LAP]
<br />6C MIN. Fy= 60ksi]
<br />I— j T �— D j jj �jT r
<br />U.N.O.
<br />CELLS (SEE
<br />p
<br />FOOTING MONO SHOWN
<br />—I I
<br />_
<br />g
<br />LU
<br />!L I I I
<br />= D +FOUNDATION
<br />PLAN
<br />FOR LOCATIONS)
<br />° ,�
<br />FOR CLARITY
<br />_ _
<br />_ _
<br />III I I— 1=i I=I
<br />6 MIL VAPOR BARRIER I D D
<br />°._
<br />I I�
<br />—
<br />°I— O°
<br />— m7M�;l
<br />�— z T
<br />#5 REINFORCING BAR
<br />C
<br />R 1 7/8
<br />—
<br />—1T TII—°— F
<br />1=_ r
<br />1x4 P.T. BASE NAILER=-,
<br />4"x4" INSPECTION
<br />° ==
<br />NOTE:
<br />-i_I— Z
<br />=1 I I-i I- =1 i
<br />•
<br />°'
<br />N
<br />P M. I �L I I ` *—=
<br />I= 7��I—�III—I
<br />#5 LAP SPLICE
<br />I
<br />(2) #5 CONT. =��J
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />9
<br />*FOR BEARING WALL
<br />(� = —I —III _ I
<br />�-III— I-i _I 1=' _ "'
<br />1==_
<br />COMP. SOIL. COMPACTED TO °
<br />( —I I
<br />I I FI I
<br />36" MIN. LAP (36" MIN. LAP]
<br />ON 3" CHAIRS 1
<br />8 1-4" 8"
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY _
<br />i= 1=! 1=� 1=I= I'=1 i-; (-1
<br />i= _ I' �!
<br />_ _
<br />1- III=1 1=i
<br />_
<br />95% MODIFIED PROCTOR ASTM I _ I I =—I — I— _ I I
<br />}� _TT
<br />D1557) '!'r, ���'
<br />10..
<br />(TYP.)
<br />�P'
<br />MIN PSI MAY VARY PER
<br />M AT GARAGE CONTRACTOR
<br />v7
<br />=i -1
<br />-1 h(I -- �—III—� l =1 -1 I_ I — III-i
<br />=i
<br />i = I-1
<br />4" 1'-4"
<br />i I— IT
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />To CUT BLocKOR POUR
<br />CURB DUE TO SLOPE
<br />-I 1±--111=i 1'—i I I -I i'I, LI I I I i l I I1 1
<br />i 11-1 �!
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/
<br />WAWA W A WWF OR
<br />a NOTE:EXTEND
<br />�
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT(*G�
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3!4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=1'-0" S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />.E
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />r° y ° D
<br />�,v I I=—I=1 —
<br />Ill
<br />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 />D
<br />(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 1
<br />— Z �'
<br />I
<br />min.) 4"
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />°
<br />d
<br />BARRIER I , C 4 I I �,
<br />•
<br />a ' a _
<br />�r GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />_
<br />COMP. SOIL. e
<br />_
<br />'-
<br />a
<br />°O — _ _ — —
<br />—
<br />'
<br />_ — — —
<br />& LAYOUT DESIGN
<br />a — = —
<br />TOP OF BEAM
<br />(COMPACTED TO 95% = I �
<br />ITI TI=1I
<br />MODIFIED PROCTOR
<br />—
<br />TT
<br />= _ = = a
<br />= 1= — _ — —
<br />—
<br />-
<br />1 #51REBAR w! OPT.
<br />-()
<br />SEE ROOF PLAN
<br />- — — — a Tl r—rr 7
<br />— ° a ' ° a ° r --
<br />ASTM D1557 >-I
<br />i
<br />-, I I I� 1=,E
<br />5_1
<br />I_ I I IE LI
<br />ENCLOSURECE
<br />III —I I I-
<br />(2) HTS20FOR
<br />STRUCTURALM
<br />BEAM SIZE &
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />1'-4" (1 STORY)
<br />STD. 90 HOOK SEE
<br />(
<br />I I—
<br />4— I II �-
<br />�_
<br />CONNECTION INFO
<br />T a a
<br />M - I _', d°
<br />T
<br />ON 3" CHAIRS TYP.
<br />4" 1'-8" (2 STORY)
<br />MIN•
<br />g s
<br />I
<br />_ _ _=
<br />— —I
<br />U.N.O.
<br />DETAIL)
<br />2x4 P.T.
<br />PLATE
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6
<br />s ins°
<br />„
<br />MIN 7/16 O.S.B. SHEATHING
<br />4T
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE
<br />L
<br />o.s.e.
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />SCALE: 314"=V-0"
<br />S3
<br />�a�P w
<br />it
<br />¢
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />�
<br />>
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />PSLAB
<br />w
<br />COLUMN SIZE AND BASE
<br />1/2 ROMHOLD
<br />o
<br />Uj
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. M
<br />0'-0" CONT, BEAD SEALANT
<br />SCALE: 3/4"=V-0" S3
<br />OPT: DEPRESS SLAB 5 �"
<br />DEEP AND 6" BEYOND
<br />• ¢
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />• : ' ,: . INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />A. -3 1/2"
<br />^. °
<br />COLUMN TO PORCH SILL
<br />n.
<br />w/ 1/4"x3" TAPCONS
<br />AT 8 O.C.
<br />NRY LLAND
<br />MASOFOOTING
<br />CONCRETE SLAB 14
<br />O.H•D.
<br />RECESS Z
<br />13
<br />O.H.D. RECESS
<br />.v
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD
<br />PAVERS
<br />_
<br />CONCRETE NAILS W 1 1/2'
<br />112" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />-�
<br />EXTEND FILL CELLS
<br />"
<br />�_ ^ '
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS 8"O.C,
<br />@
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />.�
<br />TO FOUNDATION PAD E
<br />MAT REINFORCING.
<br />• _• .
<br />• _
<br />CONT. FOOTING STEEL
<br />M
<br />--
<br />• ' ,•
<br />-�� •, y' �':
<br />-ITI= `r
<br />- —"''.•; '• Q. ' —_•• -•
<br />III =1 I -' . — (� I=� I
<br />.. —_
<br />••
<br />- r� I I —I —Lid
<br />I _,
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />n ON FLOOR PLAN
<br />CONT. BEAD SEALANT c
<br />w_
<br />Q
<br />`t
<br />>
<br />SIZE VARIES PER PLAN
<br />w/ MIN. 2 #5 VERTICALS
<br />()
<br />- Z
<br />ao
<br />GRADE a d )
<br />d . 4„
<br />— ,:. , . a _—
<br />_III=I� I ;., • �• : " r I
<br />_
<br />oo
<br />TENSION 120#) CONCRETE SLAB
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<br />SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />SCALE:314"= V-°"
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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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.
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<br />JOB
<br />NO: 22-06461
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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