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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 />e BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />.) (OR /$„ 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" 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) 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! 2x 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 IF
<br />(
<br />INDICATED ON THE PLAN. ATTACH
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />PRE ENGINEERED WOOD
<br />z
<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 />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 />@ UNO
<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 />„° 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 r
<br />r
<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. M
<br />WWF OR FIBERMESH
<br />ELEV. 0'-0"
<br />ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE
<br />( @
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />A.F.F.
<br />O.C. OR 5/8"x10' WEDGE ANCHOR „ x6W1.4xW1.4
<br />2
<br />INCLUDE THE WALL
<br />6x6W1.4xW1.4
<br />� °
<br />SHINGLE ROOF, SHINGLES TO
<br />a o _
<br />@ 24" O.C.) .
<br />WWF OR FIBERMESH
<br />CH
<br />ATTACHMENTS — 2" WWF OR FIBERMESH
<br />—��
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />�I I=1 1=1 I=1 m . '' . D ' I I=i I 1=) I 1=1 1=
<br />I I I-1I I-1I I I I. I I -I 11=I 11='
<br />I I 1=1 1=III=� ° I=1 11=I I=1 I=1
<br />7
<br />ELEV. -0-31/2 „ z
<br />o
<br />31/2" MIN.
<br />31/2" MIN.
<br />D3161-CLASS F, IN
<br />I °
<br />_III —I I I I I=I - - 1
<br />' 11 I I
<br />2x4 CONT.
<br />A.F.F.
<br />w
<br />b _
<br />b _ _
<br />12
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />1I I I=III=III=III=III=III-III=III=III �I
<br />I I=1 1=1 I=I I I I=1 1 1 I
<br />I I
<br />o
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<br />a _ _—I'31/2"(min.)- 4"
<br />Tr
<br />¢ a _ _ I=1
<br />— — I ITI I
<br />— I I I=I I='31/2"(min.)- 4"
<br />a _-
<br />- I II ITI
<br />TYP.
<br />( ) VARIES
<br />CODE 7TH EDITION (2020)
<br />-) =11
<br />-III=III=III=III=III=III=III-1'
<br />I I _I III —III III 11
<br />GARAGE DEPTH VARIES
<br />31/2 (min. - 4" I I I -I I I I = I I1 = �I-
<br />"
<br />,,. -
<br />3 1/2"(min.) - 4"=�1�--T _ _ �I fI II i �1(-
<br />I�
<br />8
<br />RESIDENTIAL
<br />�'�
<br />I �
<br />=1 I=T__ I I I=1 I f=1 1=1 I ITI=
<br />r —
<br />INSULATION LE
<br />ROOF SHEATHING -SEE
<br />SCHEDULE - [RSHI - ON
<br />TYPICAL INTERIOR BEARING
<br />_,7 IIfil l mill r
<br />(2) #5 CONT. q„ - 1, q„ 8„
<br />—III=ITI—III=1
<br />(2) #5 CONT. 4„ �,`8„
<br />FRAMING SHEET FOR
<br />MI
<br />U.N.O.
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rGG
<br />GARAGE SLAB AT STEP B
<br />TYPICAL BEARING WALL STEP SHEARWALL C
<br />TYPICAL BEARING WALL @ STEPrcC
<br />`
<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: 3/4"=1'-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />5/8" OR 1/2"HIGH
<br />ALUMINUM DRIP
<br />STRENGTH
<br />CEILING
<br />EDGE
<br />BOARD PER CODE OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />�\�os�G�R
<br />W/A HABITABLE ROOM 12" N.O.
<br />2x SUB FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />QGs
<br />ABOVE) W/DRYWALL
<br />EE 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" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />CEILING & 8" O.C. WALLS
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS.
<br />2x STUDS @ 16" 0/C
<br />\ ��NN, 6 s
<br />1GGN�\N
<br />8"x8"X16" KNOCK -OUT
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />\�
<br />`
<br />2x BLOCKING HORIZONTALLY@
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />EXTERIOR WALL 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 />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 tl
<br />G/S3 FOR ANCHOR
<br />"J"
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />3RD LAYER 118" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />STD, 90'HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />5l8"DIA. EXPANSION BOLT @24 "
<br />WALL SEE GG/S3) 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 />(6)1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP 2 °
<br />[ 4 MIN. LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR 3500#, MIN. TENSION 26 0# )
<br />SPACED EVENLY
<br />W/ (10) 10d NAILS N
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR a
<br />^
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _
<br />r .
<br />TYP. 2x P.T. PLATE
<br />�
<br />PER MFR INSTRUCTIONS
<br />w
<br />o
<br />END OF 2" x PLATE WWF OR FIBERMESH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />ASSUMED FINISHED
<br />_
<br />#3 OR #4 REINFORCING BAR
<br />C)
<br />o ° p. .
<br />N D D'
<br />Z
<br />A .
<br />ELI1/2"
<br />GRADE
<br />#3 & #4 LAP SPLICE GRADE40MIN.Fy=40ksi
<br />0-
<br />GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />Z
<br />,= °
<br />c� o
<br />u. FINISH GRADE
<br />[GRADE
<br />25" MIN. LAP [30" MIN. LAP]
<br />60 MIN. Fy= 60ksi] �
<br />g
<br />I- _
<br />U.N.O.
<br />CELLS (SEE
<br />MONO OR STEMWALL _
<br />FOOTING MONO SHOWN
<br />- -
<br />-T- I -11
<br />-
<br />WLIJ
<br />—III—III—III I—
<br />I I I I- °
<br />FOUNDATION PLAN
<br />FOR CLARITY °°
<br />6 MIL VAPOR BARRIER TI I I I1 � °
<br />I 1=T=1I I=T. °°
<br />T
<br />R 1 7/8
<br />°
<br />FOR LOCATIONS)
<br />1= 1
<br />T
<br />I1IEl =1I1= z
<br />#5 REINFORCING BAR
<br />1 I 1
<br />1x4 P.T. BASE NAILER
<br />Z
<br />1 I 1
<br />I I=1 I I-1 11=-I 1=1 11= r
<br />_
<br />I11=111=ITI=III III -III 1117
<br />4"x4" INSPECTION
<br />—
<br />I I I 1
<br />_ 2
<br />1(f=1I1=I11-111-1
<br />#5 LAP SPLICECON—
<br />.
<br />(2) #5
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE:
<br />N
<br />*FOR BEARING WALL r
<br />COMP. SOIL, (COMPACTED TO III °
<br />=I '
<br />I= 1
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3"CHAIRS
<br />8" 1'-4" 8"
<br />MIN. 2500 PSI CONC. SLAB
<br />/Cmy)
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />_
<br />95% MODIFIED PROCTOR ASTM I I= _ �=ITI= III=�TI ; I'
<br />ITT-�
<br />101,
<br />�P'
<br />(TYP.)
<br />MIN PSI MAY VARY PER
<br />AT GARAGE CONTRACTOR
<br />D1557 )
<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 />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLABW/6X6 a
<br />W1.4XW1.4 WWF OR -
<br />NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<br />TYPICAL EXTERIOR FRAME WALL
<br />FOOTING E
<br />REBAR DETAILS
<br />F
<br />WALL w/UPLIFT rG
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />„_ , „
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />_
<br />SCALE: 3/4'-1'-0' S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.CID
<br />�, 'v =DWI+
<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 />°
<br />(� I I- I -
<br />'
<br />3 1/Z" 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
<br />—I I t r 111-
<br />z
<br />min.) 4"
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />-�
<br />e-
<br />BARRIER � 4
<br />I� `�"
<br />a -
<br />. a � GRADE
<br />AT 24" O.C. MAX.
<br />PLAN AAM
<br />, "
<br />CONNECTION INFO
<br />COMP. SOIL. °
<br />=1�
<br />- - - - - - - .
<br />- - - - -
<br />—T—ITI—ITi IT —I
<br />TOP OF BESEE
<br />&LAYOUT DESIGN
<br />a
<br />- - - -
<br />° � �-�
<br />_
<br />(COMPACTED TO 95% =11
<br />III I I rl 1=1 11— I I r
<br />_ - - - - - - -
<br />= _ _ — _ - — -(1) #5 REBAR w/OPT.
<br />SEE ROOF PLAN
<br />_ - - - a : ° ° _ '� - r
<br />� a M c
<br />MODIFIED PROCTOR
<br />0I—
<br />ASTM D1557
<br />— -
<br />_- _ _ _ _SCREEN ENCLOSURE
<br />-I I=„I 1 ) I= 11= I 1=I 1= 1 � � RE-
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />- - - - -
<br />.- I I jI I I I -I I� TIT
<br />� T -r --_- � � �
<br />11=
<br />MIN. CLR.
<br />-III III III —I I
<br />11= III
<br />BEAM SIZE &
<br />3"
<br />(2) #5 REBAR CONT.
<br />V 4" (1 STORY)
<br />1
<br />q� IT
<br />CONNECTION INFO
<br />co
<br />I
<br />ON 3" CHAIRS TYP. STD. 90 NOOK (SEE
<br />4" V-8" (2 STORY) DETAIL
<br />U.N.O. )
<br />MIN.
<br />a 2x4 P,T.
<br />I
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />—IIIII�;
<br />I=1 11=
<br />6 PLATE
<br />I
<br />7Tff 1rTl „T
<br />SEE A/S3/J/S6 -"
<br />ins"
<br />MIN 7/16" O.S.B. SHEATHING
<br />g
<br />TYPICAL WALL SECTION
<br />A
<br />TYPICAL THICKENED SLAB EDGE rL
<br />e °.Sa
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />SCALE: 3!4"=1'-0"
<br />S3
<br />gEspEq� w
<br />¢
<br />SCHEDULE
<br />OPTION #1
<br />1I2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />�
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />2� D.
<br />w
<br />COLUMN SIZE AND BASE
<br />rM
<br />1/2" FROM ROM SBLAB
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D.
<br />0'-0' CONT. BEAD SEALANT
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />a
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />4: ° 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 />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14'
<br />O.H.D. RECESS
<br />13"
<br />O.H.D. RECESS
<br />" "
<br />GARAGE
<br />ATTACHMENTS & 18lD1
<br />O.C.
<br />PAD FOOTING
<br />PAVERS
<br />z
<br />-,N
<br />T'
<br />;I
<br />T
<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
<br />--
<br />EXTEND FILL CELLS
<br />•,_I
<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 E
<br />MAT REINFORCING. N '
<br />�•;
<br />CONT. FOOTING STEEL
<br />— — — = e — _y_�I
<br />�- I I ` .... v
<br />;,
<br />M
<br />I -• -_ _
<br />° `''.Q =_- -� I I--
<br />I _1(-J- 1 II T�� I , • " , - (� I=� I(MIN.
<br />PLATE TO CONCRETE
<br />SHEAR 180# MIN.
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />w
<br />>
<br />SIZE VARIES PER PLAN
<br />w/ MIN. 2 #5 VERTICALS
<br />O
<br />M
<br />?
<br />GRADE )
<br />4 „ —
<br />_
<br />-1 I I �I d = -
<br />00
<br />-TI�=TI .��
<br />00
<br />• e• . I oo
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<br />TENSION 120#) CONCRETE SLAB
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<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
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<br />SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: 3/4"=T-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
<br />plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida
<br />Building Code -
<br />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
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<br />JOB
<br />NO:
<br />23-06134
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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