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<br />CD
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<br />L0
<br />Ln
<br />N
<br />I
<br />4
<br />N
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<br />0
<br />Q)
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<br />0
<br />E
<br />0
<br />x
<br />L
<br />0
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<br />a
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<br />rn
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<br />SIN
<br />0
<br />Q
<br />W
<br />0
<br />W
<br />a
<br />m
<br />0
<br />V
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />10'-0" (R302.11)
<br />FOR UNDERLAYMENT
<br />16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ci
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />COMPONENTS ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />N
<br />6 x 6 W1.4 x W1.4
<br />FLORIDADB
<br />wl R903.2, BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />D
<br />°
<br />-I I = I I —I I =I m .
<br />° _
<br />' D — I —I I —I I=
<br />'
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />=1—I
<br />D3161-CLASS F, INT�(—
<br />I
<br />° _ — 1
<br />12
<br />ACCORDANCE w/ TABLE
<br />I=
<br />I =)1 = I I — I = =1 I=1 I'
<br />YP. VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)Z
<br />_1 �ITI) ( T
<br />I
<br />8„
<br />I Ian
<br />RESIDENTIAL
<br />INSULATION LE
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR
<br />BEARING
<br />FRAMING SHEET FOR
<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
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=T-0" S3
<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" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />coAT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />co TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />w
<br />� NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />=
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />' L
<br />co �
<br />_ D
<br />6MIL VAPOR III o
<br />1= = z
<br />fD I
<br />BARRIER , 4
<br />D
<br />COMP. SOIL.
<br />(COMPACTED TO 95% =1 I 1 =T �_
<br />: I f f
<br />MODIFIED PROCTOR I :-1I I H=
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />ON #5 REBAR CONT._/1'-4" (1 STORY)
<br />CHAIRS TYP.
<br />STD. 90 HOOK SEE
<br />U.N.O.4O „ V-8" (2 STORY)
<br />DETAIL)
<br />)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14" O.H.D. RECESS
<br />PAVERS �� Z
<br />M
<br />00
<br />SEE A/S3 OR J/S6---'-I! I l Ilil ,, 111 i ii i l=
<br />FOR REINF. INFO. 3" MIN, CLEARANCE
<br />V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />5/8"OR 1/2" HIGH STRENGTH ---- TRUSS BOTTOM CHORD OR 2x4 #2 SPF 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />G
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR $"GYP. TYPEGE W/A HABITABLE ROOM @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARASEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O.
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />co
<br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL W1.4
<br />@ 24" O.C.) 2° ATTACHMENTS i2��
<br />WWF OR FIBERMESH / WWF OR FIBERMESH
<br />? 3 1/2" MIN. 31/2" MIN.
<br />6 x 6 W1.4 x
<br />ELEV. 4-31/2' � � ,
<br />2x4 CONT. A.F.F. O
<br />= III=III- 31/2"(min.)- 4"
<br />N— I —III—
<br />_
<br />A DEPTH r3l'12�11min. -4 I�I=II ——III- 31/2"min-� I GAR GEE S( — 111=I I —I 1/2"(min,)
<br />TI L�I I
<br />I I
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />2x S.P.F. STUDS @ 16" O.C.
<br />2x STUD
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />1"x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR
<br />N
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />I
<br />I
<br />5/8"x6" "J" BOLTS BOLT
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1
<br />I
<br />I
<br />SPACED EVENLY
<br />w/ (10)10d NAILS
<br />.�,P
<br />�,
<br />2x P.T. PLATE
<br />.
<br />I
<br />ASSUMED FINISHED
<br />=
<br />GRADE
<br />MONO OR STEMWALL
<br />Z
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />00
<br />- - Z
<br />NOTE:
<br />*FOR BEARING WALL
<br />- _- '
<br />W/ UPLIFT ONLY
<br />-_ -
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD�
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />�) k a G d
<br />00
<br />SCALE: 3/4"=V-0"
<br />'v GRADE
<br />(1) #5 REBAR w/ OPT.
<br />I1= I =SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13 O.H.D. RECESS E
<br />CV
<br />Cl)
<br />1 00
<br />-1I I IT1 I7 . 14", r
<br />I � �l I I�I �y •, � =1
<br />.ITI—
<br />SEE A/S3 OR J/S6 'I I III II I I II I .
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4' (1 STORY)
<br />1'-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" 0!C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />�D
<br />6 MIL VAPOR BARRIER II II I I II I °e. °
<br />I D
<br />-I 11111
<br />e
<br />(2) #5 CO T I
<br />4" 41,8
<br />U.N.O. MIN,
<br />TYPICAL BEARING WALL It@ STEP It@ SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=1'-0"
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT %
<br />APPLICATION
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />3RD LAYER 1/8" THICK. � K.O. BLOCK
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />WEEP SCREED INSTALLED BAR —�
<br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR
<br />z #3 & #4 LAP SPLICE GRADE 40MIN. Fy=40ksi
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />FINISH GRADE 25" MIN LAP [30" MIN LAP]
<br />=1T_I=Tf 11
<br />I1=1(1 —111 �
<br />' I I— =1 I —III —III —III —I 1 I 1='
<br />(2) #5 CONT. 4" I—IiI,�6i i— 8
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP CC
<br />SCALE: 3/4"=1'-0" S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />J
<br />BOLTS 6" MAX FROM
<br />o
<br />END OF 2" x PLATE
<br />w
<br />U
<br />D
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-0" (R302.11)
<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 />6x6W1AxW1.4 N �:
<br />WWF OR FIBERMESH M E "'
<br />t —A
<br />D , , TI-111-1 I IJI 11=
<br />n —III=III—III I . • II III—III—�=
<br />W I I=1 1=1 I I I I -I III
<br />=III=II = °° '-III-fII III- - - -''
<br />1 I I f=111=. #5 REINFORCING BAR R 17/8 11= 11=1 11=T=11 I I I -I I I 11-F-1
<br />'I I-Z11
<br />i-�-► i i-i #5 LAP SPLICE 2 #5 CONT r
<br />COMP. SOIL. (COMPACTED TO —I I D 11 j=1
<br />95% MODIFIED PROCTOR ASTM 1= =I 11=1 I I=� —1 11=1 Eli
<br />I I I if IEIrr�l 11 1 1-� t
<br />4" 1'-4"
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.
<br />P.T. 2x
<br />"r 1/2" GYP. BD.
<br />2 HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />J CONT. BEAD SEALAN
<br />• d. A
<br />INTERIOR
<br />d
<br />.., a
<br />d`
<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 />� _ a
<br />C
<br />N �' 11—I IELOE
<br />1
<br />M 6 MIL VAPOR
<br />BARRIER I I 1
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0"
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3" CHAIRS
<br />101,
<br />(TYP.) 8" 1.�.� 8„
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT
<br />G
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3!4"=1'-0"
<br />S3
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.)
<br />WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />r °
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR � _ _ -
<br />& LAYOUT DESIGN
<br />a '
<br />— = —
<br />TOP OF BEAM
<br />e °.
<br />III=111 T N �'
<br />HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />«,
<br />:-
<br />— — =_— ° : ° °
<br />TI I 1 ITI I
<br />d 11- '-
<br />Cn
<br />I I
<br />(2)
<br />_
<br />I
<br />.
<br />BEAM SIZE &
<br />r '
<br />—T
<br />CONNECTION INFO
<br />M 8
<br />T _
<br />2x4 #2 SYP P.T. FRAMING w!
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6i 8
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />�
<br />SCHEDULE
<br />X
<br />>
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />w COLUMN SIZE AND BASE
<br />o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M
<br />� SCALE: 3/4"=1'-0"
<br />S3
<br />—2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL (� O.C. CL MASONRY WALL AND
<br />GARAGE ATTACHMENTS & 18/D1 PAD FOOTING
<br />I I
<br />�1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I I
<br />W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c -
<br />I I TO FOUNDATION PAD
<br />—INSULATION PER CHART z SQUARE CMU BLOCK BASE, MAT REINFORCING.
<br />CONT. FOOTING STEEL I I
<br />ON FLOOR PLAN w 0 SIZE VARIES PER PLAN M
<br />i CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS z 002 GRAD
<br />E > _j FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 N ES ES ,I �' L SIZE AND REINFORCEMENT) c� •
<br />'- WWF OR FIBERMESH �, LU z w oUj v
<br />° BRICK PAVERS or SLAB PER 00 0 �' _ •` • - z_
<br />° COMMUNITY SPECS
<br />0'-0" FIN. FLR.
<br />:1111I II I �I I �I 11=1 11=1 I �I I _ FOOTING
<br />.III_ BEYOND
<br />,. ...• . PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />•d•y �,y ;� : SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />.' .. ,•, CONC. PAD INFO,
<br />SEE SCHEDULE
<br />K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N
<br />S^ SCALE: 3/4" = 1'-0"
<br />`{J SCALE: N.T.S. S3
<br />0
<br />N �
<br />r. g
<br />d
<br />O _
<br />d n �7
<br />it
<br />U
<br />CD 7�@x
<br />�a.zd
<br />> '
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<br />CM
<br />N
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<br />,
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within
<br />these
<br />drawings comply with the 2020 Florida Building Code
<br />-
<br />Residential
<br />7th Edition. Engineer's signature and seal
<br />is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
<br />fill,
<br />�u
<br />s•er:
<br />W
<br />E 'S N
<br />Q 0 N O v
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<br />NO: 23-12154-12159
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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