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<br />2x #2 SPF STUDS
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />V
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'4" 11)
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />c�
<br />I
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />c
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />E
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />N
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />``'
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />SHINGLE ROOF, SHINGLES TO
<br />e
<br />E IN ACCORDANCE w/A
<br />STM BRI
<br />- - -_- °°
<br />.
<br />' I
<br />C
<br />D7158-CLASS G or H, or ASTM
<br />-
<br />I_
<br />P •?
<br />D3161-CLASS F, IN
<br />° TI
<br />12
<br />ACCORDANCE w/ TABLE
<br />I -
<br />TYP. VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />-
<br />F
<br />r
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULATION LE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR
<br />BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG
<br />FLFV_ VARIFS/Jii� SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<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 />W/A HABITABLE ROOM
<br />12
<br />N.O. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<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 />M
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />11
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />Cr
<br />E>
<br />6 MIL VAPOR_
<br />BARRIER
<br />p 1
<br />—
<br />� • •
<br />—
<br />T
<br />COMP. SOIL.
<br />•
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />-
<br />-
<br />ASTM D1557)
<br />3" MIN.
<br />CLR,
<br />(2) #5 REBAR CONT.
<br />N CHAIRS TYP.
<br />1'-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />UO
<br />4„
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 Y"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />PAVERS O.H.D. RECESS �. z
<br />M
<br />..
<br />_ :•4 °Q
<br />t•�, .t'
<br />SEE A/S3 OR J/S6 -``I =
<br />FOR REINF, INFO. 3" MIN. CLEARANCE
<br />1' " (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />0%)
<br />IV I vIl
<br />iIV I
<br />I I I I I I I I
<br />I I I I I I I I
<br />I I I I I I I I
<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 Y8' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e 1 „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE 1X @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. 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)1Old 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 @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />3/8" 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 />SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />T STEP, SIZE OF FOUNDATION AND
<br />Cl) ELEV. U-0" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P•T. BOTTOM PLATE
<br />211 ATTACHMENTS �2"
<br />A.F.F. x 6 W1.4 x W1.4 INCLUDE THE WALL N, 6 x 6 W1.4 x W1.4
<br />�
<br />° I1 z WWF OR FIBERMESH WWF OR FIBERMESH
<br />31/2" MIN. 3 1/2" MIN.
<br />A.F.F.
<br />2x4 CONT. w e ► e ,
<br />4 J' n S /2 11 I1 / 11 11
<br />31min. 4
<br />�, - o e • . ( )- _ �� ��1/2 (min.)-4
<br />00 2_ — — e0
<br />GARAGE DEPTH VARIES G 31/2"(min.)-4" ° • 31/2"(m
<br />L.
<br />G t s ' I—
<br />(2) #5 CONT.
<br />4" 1'-4„ 81, (2) #5 CONT. 4" ,-4,
<br />GARAGE SLAB AT STEP KB U.N.O. MIN• TYPICAL BEARING WALL MIN.STEP
<br />TYPICAL BEARING WALL STEP SHEARWALL C @ rc C
<br />SCALE: 3/4"=1'-9' S3 SHEAR WALL SCALE: 3/4 -1-0S3 SCALE: 3/4 -1-0S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 1 11 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />e -40
<br />—04
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />J
<br />10 M >MM�o s
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />�/ caN�
<br />2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL
<br />8 C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/
<br />INTERVALS NOT EXCEEDING
<br />I
<br />I
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />10'-0" (R302.11)
<br />d•
<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 />SEE CC/S3 OR
<br />�,
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR
<br />5/8„" x 10",, J" BOLT @ 24" 0/C W/ 2" X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w/ (10)
<br />SIDE IF APPLICABLE.
<br />BOLT INFO.
<br />�
<br />I
<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 />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />*SIMPSON SP1
<br />I
<br />I
<br />I
<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
<br />3500#, MIN. TENSION 2600#)
<br />wl (10)10d NAILS
<br />N
<br />2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />a
<br />w
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />F6x6W1.4xW1A N C -
<br />WWF OR FIBERMESH - E �
<br />TYP
<br />r
<br />I
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />0
<br />v
<br />n
<br />e
<br />GRADE
<br />_
<br />N
<br />— ., n . t+
<br />— �_
<br />z_
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy-- 40ksi
<br />a
<br />, . . A .
<br />°
<br />MONO OR STEMWALL
<br />?
<br />�'� —
<br />a
<br />A \ P
<br />FINISH GRADE O0
<br />25" MIN. LAP [30"MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />g
<br />—
<br />r
<br />_ D
<br />o
<br />T r
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />°
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<br />_
<br />O0
<br />6 MIL VAPOR BARRIER
<br />\
<br />e. • °
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<br />-
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<br />R 1 7/8"
<br />LU
<br />_
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<br />— jjT—T[[
<br />Z
<br />#5 REINFORCING BAR
<br />#5 LAP SPLICE
<br />— — —
<br />—
<br />NOTE:
<br />- -
<br />={ lI III=I !
<br />I
<br />-
<br />•
<br />e
<br />— 1
<br />(2) #5 COI`
<br />-
<br />-
<br />* FOR BEARING WALL
<br />-I - _
<br />1 _ _� ,
<br />_i , I I � i i I I
<br />iv
<br />r
<br />COMP. SOIL. (COMPACTED TO
<br />-
<br />e .
<br />36" MIN, LAP [36" MIN. LAP]
<br />ON 3" CHAIRS
<br />g°
<br />1 ��"
<br />g°
<br />W/ UPLIFT ONLY
<br />- _ _
<br />i i
<br />_ -' '_
<br />95%MODIFIED PROCTOR ASTM
<br />_
<br />-
<br />10"
<br />�P')
<br />F_II ��ITiIIIi li ���I�I ll III:=
<br />I I=
<br />III 1 ill
<br />D1557 )
<br />4"
<br />1'-4"
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#s LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT
<br />KG
<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"=V-0"
<br />S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />EXPANSION JOINT I
<br />BLOCK WALL BEYOND
<br />13"
<br />O.H.D. RECESS d
<br />N '
<br />M
<br />e.
<br />-
<br />�- 4"
<br />TT
<br />"y
<br />SEE A/S3 OR J/S6 I �_
<br />FOR REINF. INFO. I 1 1 3" MIN. CLEARANCE
<br />1'4- (1 STC RY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" CONT. BEAD SEALAh
<br />eI Q
<br />INTERIOR
<br />A. -3 1/2"
<br />a.
<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 />.m e
<br />00 -�..7 •�-•�-(.
<br />CV I —I I I co 6 MIL VAPOR T
<br />BARRIER
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM col (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. " " " xCONNECTION INFO °
<br />SEE PLAN FOR _ _ " " ' •
<br />TOP OF BEAM & LAYOUT DESIGN a
<br />a e
<br />SEE ROOF PLAN OP e a ° M
<br />(2) HTS20 FOR STRUCTURAL =
<br />BEAM SIZE & rg
<br />CONNECTION INFO c )
<br />2x4 #2 SYP P.T. FRAMING w/
<br />1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 811
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />w 0 SCHEDULE OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />W
<br />CONNECTION INFo.
<br />SLAB STEP & RECESS
<br />0 S.G.D.
<br />M
<br />SCALE:3/4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS
<br />MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />I
<br />I
<br />1/2" 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 />W/ DRYWALL SCREWS @ 8"O.C.
<br />ci
<br />TO FOUNDATION PAD !6
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />I
<br />I
<br />MAT REINFORCING. N '
<br />ON FLOOR PLAN
<br />w
<br />-
<br />>
<br />SIZE VARIES PER PLAN
<br />MIN. #5 VERTICALS
<br />r>
<br />CONT. BEAD SEALANT
<br />Q
<br />w/ (2)
<br />00
<br />GRADE
<br />>
<br />FILLED SOLID (SEE PLAN FOR
<br />-' _! -' =' I LLLI
<br />_ 6 x 6 W1.4 x W1.4 N
<br />�i
<br />w
<br />w
<br />SIZE AND REINFORCEMENT)
<br />t7LU
<br />! I
<br />•
<br />�= i� :I
<br />r WWF OR FIBERMESH •'
<br />w
<br />z
<br />_ U-1
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<br />BRICK PAVERS or SLAB PER
<br />0 o
<br />! �G
<br />• �•
<br />_:_ -_i z
<br />a
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
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<br />- FOOTING
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<br />= 1
<br />1 =III= BEYOND
<br />•�
<br />PAD REINFORCEMENT
<br />-'''-I' I-
<br />3" MIN. CLEARANCE
<br />~.•'�
<br />t' •••
<br />SEE FOUNDATION
<br />(SEE SCHEDULE)
<br />FOOTING
<br />WIDTH
<br />4" 4" : CONC. PAD INFO.
<br />SEE SCHEDULE
<br />r
<br />INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrCD'12PATIO COLUMN FTG. DETAIL N
<br />SCALE: 3/4"=V-0" S3 SCALE: 3/4"-'•-DSCALE: N.T.S. S3
<br />io
<br />*,,:-
<br />N -.,
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<br />17,1 I_ a
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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 />NO: 22-05614-05611
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3M
<br />
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