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<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />1(O HIGH STRENGTH
<br />(U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(U.N.O.) (OR / GYP. TYPE "X @
<br />(U N.O
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE
<br />EACH END (WHEN PARALLEL)
<br />ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />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" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />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
<br />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 />5/8"° x 10" "J" BOLT @ 24" O.C. w/f-BLOCKING HORIZONTALLY@ INTERVALS
<br />2"°x3/16" PLATE WASHER (TYP.)NOT EXCEEDING 10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN. GARAGE SIDE
<br />�°
<br />IF z
<br />INDICATED ON THE PLAN. ATTACH
<br />(ALT: 1/2"xl2" TITEN
<br />HD @ 24"
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />O.C. OR 5/8"x10' WEDGE
<br />@ 24" O.C.)INSULATION
<br />ANCHOPER CHART ON FLOOR PLAN
<br />TRUSS 24" O.C. U.N.O.
<br />°�
<br />2x P.T. PLATE 1/4 DIA. X 3 1/4 TAPCONS @ 24' O/C &
<br />SLAB & BLOCK
<br />SIMILAR AT FOUNDATION
<br />ONLY
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR EACH
<br />@
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />.�
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />5/S"° 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 />r
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AN
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.) WWF OR FIBERMESH
<br />"'
<br />ELEV. Y-0" OIL
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND
<br />WILL NOT2x P.T. BOTTOM PLATE
<br />7TH EDITION 2020 RESIDENTIAL
<br />( )
<br />MOISTURE BARRIER
<br />a
<br />A.F.F.
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />2�� x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />6 x 6 W1.4 x W1.4
<br />D °
<br />SHINGLE ROOF, SHINGLES TO
<br />a °
<br />@ 24" O.C.) WWF OR FIBERMESH
<br />ATTACHMENTS
<br />WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ ASTM
<br />-III- I I J�=I m D D I (=III=III=III=
<br />=1 I —I 11=III I I I 11=III=i I I='
<br />�
<br />-
<br />n
<br />G c1
<br />ELEV. -0 -31/2 II z
<br />31/2" MIN.
<br />31/2" MIN.
<br />D7158-CLASS G or H, or ASTM
<br />D3161-CLASS F, IN
<br />I I-i I=I I=I I I=� D J=III=I I=I I=1 I
<br />' I —I I I=I ° - - -_ I
<br />c °�
<br />2x4 CONT.
<br />° A.F.F. o
<br />u-
<br />?. °
<br />12
<br />(TYP.
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />III -I 1=III=I �I I=I I=I I=I I —I I =I I=� I I
<br />=1 111=III=III=III I=III
<br />( I I I
<br />Q
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<br />I a
<br />I"
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<br />° III-T= I�31/2" mm. - 4",
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<br />"
<br />, .: _ I M511T 31/2 (min.)- 4
<br />VARIES
<br />CODE 7TH EDITION (2020)
<br />-I II, II I I I ({I I I II II I I I `
<br />GARAGE DEPTH VARIES L
<br />c
<br />—
<br />31/2"(min. - 4"_ I -I (I I=� I-
<br />r
<br />31/2"(min.) - 4"
<br />_ —
<br />= -I T►_
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<br />RESIDENTIAL
<br />8„ �[
<br />-III=
<br />I I
<br />�-
<br />IN L I
<br />SU ON LE
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />-rr �I �T"'1"'I I "'
<br />2 #5 CONT.
<br />4 1-4 8
<br />OJL
<br />2 #5 CONT. T��r I�
<br />O 4 -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. MIN,
<br />TYPICAL BEARING WALL @STEPrCC
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3
<br />SCALE:
<br />3/4"=V-0" S3
<br />"SHEAR WALL" SCALE: 314"=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 />c°N
<br />GYP. TYPE "X" @GARAGE
<br />\12'N•O.
<br />osE
<br />c�E
<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 />fE STRUCTURAL
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />2x S.P.F. STUDS 16"
<br />@
<br />O.C.
<br />BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING SEAMS.
<br />@
<br />2x STUDS @ 16" O/C
<br />CEILING & 8 O.C. WALLS
<br />$"x8"X16" KNOCK -OUT
<br />LOAD BEARING OR
<br />2x STUD
<br />INSULATION PER FBC AND ENERGY
<br />ISO2x
<br />.��N�°
<br />�/ c°�'
<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 />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 />°�
<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 />NAILER
<br />8" C.M.U. TYPICAL
<br />SEE CC/S3 OR �I
<br />G/S3 FOR ANCHOR
<br />„° , ,
<br />LAYERS W/ TOTAL THICKNESS 7/8" 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 />"S"
<br />BOLT INFO.
<br />5/8"x6" "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8 x 10' S 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 5/8"DIA. EXPANSION BOLT 24 "
<br />@
<br />TYPE 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 />*SIMPSON SP1
<br />6 1/4"x31/4" TAPCONS
<br />()
<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 />SPACE ANCHOR I TENSION N )
<br />ARCHITECTURAL
<br />w/ 10 10d NAILS -
<br />( )
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR a
<br />�
<br />^
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N
<br />„
<br />END OF 2 x PLATE WWF OR FIBERMESH
<br />1x2 PT WD FURRING 24" O.C.
<br />@
<br />FINISH
<br />TYP.
<br />ASSUMED FINISHED
<br />,
<br />E
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />o
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<br />41 41 -
<br />GRADE
<br />#3 & #4 LAP SPLICE GRADE
<br />40 MIN. Fy=40ksi
<br />?N d D D ' ° z
<br />A D -
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT IN FILL
<br />MONO OR STEMWALL
<br />z
<br />°
<br />�, D.
<br />D
<br />D FINISH GRADE °O 2
<br />25" MIN. LAP 30" MIN. LAP [GRADE
<br />[ ]
<br />60 MIN. Fy= 60ksi] a
<br />ra D I —TT o
<br />1Ti
<br />U.N.O.
<br />CELLS(SEE
<br />FOUNDATION PLAN
<br />FOOTING MONO SHOWN
<br />FOR CLARITY `U > c
<br />O°
<br />- -
<br />_
<br />�- -
<br />6 MIL VAPOR BARRIER —Jfl I I D D
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<br />FOR LOCATIONS)
<br />_ I
<br />I= z
<br />I
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<br />r
<br />�I=III-•
<br />D-�I �I I T
<br />#5 REINFORCING BAR
<br />_
<br />I( — III
<br />4 x4 INSPECTION
<br />1=
<br />#5 LAP SPLICE
<br />(2) #5 CONT.
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE:
<br />*FOR BEARING WALL
<br />-I - _I
<br />- - -
<br />r - _
<br />_II Ii - " !'I `"
<br />r
<br />COMP. SOIL. (COMPACTED TO D °
<br />I I I—ITT-1—I i r
<br />- - -
<br />36" MIN. LAP 36" MIN, LAP
<br />[ ]
<br />(T 3"CHAIRS
<br />(�'P') $ 1-4 8
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />! III --
<br />-
<br />95%MODIFIED PROCTOR ASTM �I I i=� _ _ TI 5 T
<br />L ��
<br />10"
<br />MIN PSI MAY ARY PER
<br />t.� AT GARAGE CONTRACTOR
<br />= = !
<br />I'-1 ! 1= III
<br />=; --i -! -! !
<br />L__ - ''
<br />)
<br />4" 1'-4°
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />-I"III !' -1! III =I, LI II I', I� �I . (' :� l -1
<br />l ,-!
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/6X6
<br />WlAXW1.4 WWF OR
<br />NOTE:EXTENDNISH
<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 />4 to 6"
<br />DECO BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE:
<br />3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S.
<br />S3
<br />11 I II
<br />SCALE: 3/4 -1-0
<br />S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<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 />�
<br />=I
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM wl (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />6 MIL VAPOR III D
<br />(
<br />I I = -- z r
<br />-
<br />min.) 4
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />_ a
<br />M • •
<br />BARRIER I ; 4
<br />—II D III
<br />fM�T
<br />d _
<br />a
<br />a �• GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />„„ CONNECTION INFO
<br />COMP. SOIL.
<br />_ _ __m�m��
<br />O° I _
<br />I i I —III —III —I i I —I •
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />• d ' • N d'
<br />(COMPACTED TO 95°/b - =T_=� I
<br />MODIFIED PROCTOR I T- I
<br />=
<br />n
<br />_-__
<br />_ _
<br />_ - _ _ a
<br />- - -_ _ _ _ -
<br />_
<br />-(1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
<br />FOR
<br />_ - - - - a
<br />- _ a, d a d - _�'
<br />r T-T-L- I I "'
<br />ASTM D1557
<br />III—III=III= I I— I I=IT1=
<br />-,-,--
<br />I 1=sC�E�N ENCLOSURESTRUCTURAL
<br />(2) HTS20
<br />.
<br />'
<br />3" MIN. CLR.
<br />-I I 1 III I I I=ll II I I, .I 11—
<br />I�= III � I I1- I I-
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />N i I
<br />� d
<br />I d
<br />M o
<br />I
<br />(2) #5 REBAR CONT.
<br />ON 3 CHAIRS TYP. 1'-4" (1 STORY)
<br />4 1-8 (2 STORY)
<br />STD. 90 Fi00K SEE
<br />(
<br />DETAIL)
<br />$'~
<br />MIN.
<br />w
<br />_
<br />I I (-�
<br />I�I
<br />U.N.O.
<br />2x4 P.T.
<br />PLATE
<br />I I-7—
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />�—
<br />III III I I—III-1 I I
<br />SEE A/S3/J/S6 - r-"'-
<br />7116'
<br />MIN 7/16" O.S.B. SHEATHING
<br />� 8"
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE
<br />rL
<br />w
<br />O.S.B.
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />-
<br />SCALE: 3/4" - V-0"
<br />S3
<br />SCALE: S3
<br />Aw_
<br />¢
<br />SCHEDULE
<br />OPTION #1
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />F
<br />>
<br />�
<br />J
<br />SEE PLAN FOR STRUCTURAL
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />„ HOLD GYP. BD.
<br />�_
<br />w
<br />COLUMN SIZE AND BASE
<br />rM
<br />1/2" FROM SLAB
<br />o
<br />LU
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D.
<br />1, CONT. BEAD SEALANT
<br />�
<br />"=
<br />SCALE: 3/4 -1-0' S3
<br />OPT: DEPRESS SLAB 5 /2
<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 />^
<br />d.`. d : -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 />13"T
<br />O.H.D. RECESS
<br />• .• : •
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS
<br />`r ?
<br />`'
<br />Q I
<br />r
<br />CONCRETE NAILS W 1 1/2'
<br />GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />I /
<br />4. ' '
<br />_r
<br />: "
<br />`Y'
<br />"
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />W/
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD _
<br />c� '
<br />MAT REINFORCING. Q
<br />:. ; a .; .: —� .
<br />. ..
<br />CONT. FOOTING STEEL
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />w
<br />Cr
<br />>
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
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<br />TENSION 120#
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<br />M 6 MIL VAPOR BARRIER
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<br />FOOTING v
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<br />CLEARANCE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
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<br />PAD REINFORCEMENT 3 MIN. CLEARANCE
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<br />1' $" 2 STORY)
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<br />1'-$" 2 STORY)
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<br />SEE FOUNDATION
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<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS
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<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />TAPERED
<br />COLUMN FRAMING K612
<br />PATIO COLUMN FTG. DETAIL rN
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S"3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
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<br />SCALE: 3/4"=V-0" S3
<br />SCALE: 3/4"=V-0"
<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 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.
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<br />JOB
<br />NO: 22-08309
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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