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4
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<br />c
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<br />CD
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<br />J
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<br />N
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<br />J
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<br />N
<br />CL
<br />00
<br />0
<br />N
<br />N
<br />0
<br />to
<br />LM
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES /
<br />5/8" OR 1/2" HIGHS'
<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 I
<br />INSULATION PER —J
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />V (1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS HGT, FOR WALL HGT. < 8'-6". (2)
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'4'.
<br />1/2" GYP, WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & c
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
<br />PITCH > 4:12 LD p
<br />(2) LAYERS TYPE I OR TYPE II
<br />(#15 OR #30) UNDERLAYMENT _�_I I I=1 I �I m.° D ' I I -I I I �I-I I 9
<br />-I 11=I I p 1 -T-I I I-T r
<br />FOR ROOF PITCH 4.12 OR LESS. TI_ _III=III=1 u
<br />PRE ENGINEERED WOOD I-1„,I I ,III 1 I=I_ °
<br />XTRUSS @ 24" O.C. U.N.O.I=I�
<br />--HURRICANE ANCHOR @ EACH
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG
<br />NAILING SCHEDULE ON SHT, SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />SN1 S3
<br />ELEV. VARIES FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />N.O. 2x SUB FASCIA
<br />EE SOFFIT
<br />SHEET
<br />8"&%16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />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 />(1) #5 VERT. IN FILL
<br />U.N.O.
<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 />CO
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />C
<br />F
<br />�, •' ° p
<br />r002
<br />- z
<br />—
<br />P
<br />6 MIL VAPOR
<br />00
<br />BARRIER ; p ,r 4
<br />— D
<br />• III -
<br />C1-
<br />COMP. SOIL. °
<br />(COMPACTED TO 95%I I iTfT� l III
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />(2) #5 REBAR CONT. 3" MIN. CLR,
<br />ON 3" CHAIRS TYP. 1'4' (1 STORY) STD, 90 HOOK (SEE
<br />U.N.O. 4" V-8" (2 STORY) DETAIL)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" = 1'-0" 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 "T z
<br />11=1I
<br />-1II-III 4 11 °°
<br />- �-
<br />III -III III 1
<br />III- I •y � : . I -III=
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (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 />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB
<br />SCALE: 3/4"=V-0"
<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 @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />�r
<br />5/8"OR 1/2" HIGH STRENGTH
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O,) (OR %" GYP. TYPE "X" @
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(U.N.0.) (OR / GYP. TYPE X @
<br />GARAGE W/A HABITABLE ROOM
<br />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE
<br />(10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE
<br />STUD BELOW
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12)10d NAILS
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />1/2" CDX PLYWOOD OR 7116" O.S.B.
<br />(12)10d NAILS
<br />SHEATHING REQ'D, FOR ALL
<br />1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />5/8" x 10" "J" BOLT @ 24" O.C, W/
<br />EXTERIOR OR SHEAR WALLS AS
<br />HGT. < 8'-1 (2) ROWS 2x BLOCKING @ 3rd PTS
<br />2"x3/16" PLATE WASHER (TYP.)
<br />INDICATED ON THE PLAN. ATTACH
<br />FOR WALL HGT. > 8'-6",
<br />(ALT: 1/2"xl2" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />3/8"MORTAR BETWEEN
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />"SIMILAR AT FOUNDATION ONLY"
<br />.SLAB &BLOCK
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />IMPSON SP1 w/ (10)10d NAILS.
<br />IF NOTED, THIS REFERS TO THE
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0"
<br />(ALT: 1/2"xl2" TITEN HD @ 24" O.C.
<br />2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT
<br />OR 5/8"x10' WEDGE ANCHOR @ 24"
<br />W1.4 x W1.4A.
<br />INCLUDE THE WALL
<br />F, F,
<br />O.C.) 2
<br />LW` OR FIBERMESH
<br />ATTACHMENTS 2"F
<br />O
<br />ELEV, -0'-31/2" z
<br />31/2" MIN.
<br />f
<br />31/2" MIN.
<br />A.F.F, O
<br />_ _ _
<br />b
<br />b'
<br />`�-
<br />N
<br />o0
<br />---- D p °
<br />p .
<br />=1-III-T-r
<br />11=1
<br />I 1=1I1=1'31/2"(min.)- 4"
<br />°O
<br />---- ' ° °
<br />31/2"(min.)- 4" I I-1 I • =I III I I iEil 11= ,
<br />_ -III-I I =1 Ir
<br />-1 I I it 11 I I M I 1=1 I I-1T_I I I-11 t I' `,
<br />(2)#5CONT.
<br />�
<br />4 1-4 8
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL tr STEP car SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=1'-0"
<br />GON,"
<br />c�
<br />ecs. -�\Ics�
<br />M
<br />�r
<br />—bTzd
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />(10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />STUD BELOW
<br />—2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />--(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />@ 3rd FITS FOR WALL HGT. > 8'-1
<br />—INSULATION PER CHART ON FLOOR PLAN
<br />—SIMPSON SP1 w/ (10) 10d NAILS
<br />/2x P.T. BOTTOM PLATE
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />I p .
<br />1/2"(min.)- 4"
<br />!"(min.) - 4" =lam I_ =I I r= I I i
<br />I I 1 �-
<br />11=1 �l
<br />I I I fi=�l I I-1 11=1 I I III -I I -r`
<br />(2) #5 CONT. 4 II I„III„I I,,II8 f='
<br />U.N.O. MIN. rCC
<br />TYPICAL BEARING WALL @ STEP
<br />SCALE:3/4"=1'-0" , S3
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />2x STUD
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY
<br />EXTERIOR WALL $" C.M.U. FORM SUBMITTED WITH PERMIT /'
<br />1"x P,T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE:
<br />SEE SECTION C/S3 FOR
<br />#5 VERT. IN FILLED CELL 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER W/ 2 / T @ 24" O/C SIMPSON w/
<br />G/S3 FOR ANCHOR "°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J'• BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK ( ) 0d NAILS
<br />(IF NO UP LIFT ON @ 24" O.C, VERT. OR PLATE WASHER TYPICAL
<br />2x P.T. PLATE
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)11 NAILS @ EA. STUD
<br />6 1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/x SPACE ANCHOR
<br />SIMPSON SP1 O 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] BOLTS 6 MAX FROM
<br />" SPACED EVENLY 2X PT PLATE #5 REINFORCING
<br />w/ (10)10d NAILS - FIBERMESH BAR a
<br />�, WEEP SCREED INSTALLED W END OF 2 x PLATE
<br />TYP.2x P.T. PLATE ._
<br />PER MFR INSTRUCTIONS UJ D
<br />ASSUMED FINISHED E #3 OR #4 REINFORCING BAR
<br />421-`111 GRADE - D D D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi m °
<br />=1 11=1TI=1
<br />° b FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] b
<br />MONO OR STEMWALL ° Z Cl) — — p D 25° MIN. LAP [30" MIN. LAP] ° I—III=�—III
<br />FOOTING MONO SHOWN o —"'— - `II 11=) I 11=� D•
<br />° -1 I I_I -I I _ _ _ _ LILI
<br />W
<br />FOR CLARITY ° D ° °� °O 6 MIL VAPOR BARRIER 111 I I 1 b °e. ° I I -I 11=1 I 1=1 11=_ R 1 7/8" `�
<br />I=1 1 III=III=III=III=, #5 REINFORCING BAR +I I
<br />o ° D I-1 11=1 I I-1 I I III -I 11=1 , z ITI-1
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. <_ 8'4'. (2)
<br />ROWS 2x BLOCKING @ 3rd FITS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE,
<br />5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN, TENSION 2600#)
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />4
<br />' III III —III —III—' T
<br />° III III -I I i=1 I I=1 I 1=1 11= II -_III=1 I I-=1 11=IIIIII=1I i I.=1I 1II' -T-_II-III-�
<br />ON 3" CHA? (2) #5 CONT.
<br />1#5ASPLICE 8"NOTE: - COP. SOIL. (COMPACTED TO 36"MIN. LAP [36"MIN. LAP] (TYP.)IRS 1-4" 8"
<br />*FOR *FOR BEARING WALL 10"
<br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM
<br />m� I I = I I
<br />-III-III-111-III-I I-III=1 III-III-III-III-III=III=III-' 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />—�—ITI-ITI, ,III—LI—I i I_I I_ITI I I=ITI—ITI- I TYPICAL INTERIOR BEARING
<br />#6 LAP SPLICE
<br />FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION. SLAB INFORMATION.
<br />-6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />00
<br />-(1) #5 REBAR w/ OPT.
<br />'+=1I1=1I1=1 I1= I I1=I1= 1I1=SGREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS d
<br />N
<br />M
<br />471)
<br />-I i I=11 I 4„ I 60
<br />ILL -II .I Lr=r
<br />I I IIII1111I •�. +' , IIIIF
<br />SEE A/S3 OR J/S6 =111i11.11,;,III II,I+J=
<br />FOR REINF. INFO, 3" MIN. CLEARANCE
<br />1'4" (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<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. 2
<br />1/2" FROM SLAB
<br />0'-0" 0 CONT. BEAD SEALANT
<br />- a INTERIOR
<br />s
<br />4. ° , • -311 A2
<br />a a..
<br />ti•
<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 .
<br />C
<br />IT—
<br />M 00
<br />6MILVAPOR—
<br />_1--
<br />BARRIER ' �III,IIIiIII; III ,III,; II+
<br />4" 4„
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" ��S3
<br />REBAR DETAILS
<br />F
<br />WALL W/ UPLIFT
<br />G
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=V-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 wl {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 />�;; °
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />a •.
<br /><
<br />— -
<br />TOP OF BEAM
<br />°
<br />S7-7 EE ROOF PLAN
<br />c
<br />c °'
<br />�.
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />__
<br />I I , ; ,IIII, 111
<br />M
<br />BEAM SIZE &
<br />°'
<br />1 E
<br />CONNECTION INFO
<br />+ 2x4 #2 SYP P.T. FRAMING w/ , ,� I'
<br />+ SEE A/S3/J/S6
<br />MIN 7/16" O.S.B. SHEATHING d'- " �-�'r � 8"
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />w SCHEDULE OPTION #1
<br />� a SEE TYP. WALL SECTION FOR ADDITIONAL
<br />w 6x6 P.T, #2 SYP SLAB INFORMATION.
<br />J
<br />o
<br />W ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />SCALE:3/4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />112" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS E
<br />-
<br />TO FOUNDATION PAD d
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. �' '
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />r>
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />oo 2
<br />GRADE a61
<br />M
<br />FILLED SOLID (SEE PLAN FOR
<br />- —_ __ = a a
<br />6 x 6 W1.4 x W1.4 N
<br />SIZE AND REINFORCEMENT)
<br />0
<br />_III -III ° °.
<br />i
<br />WWF OR FIBERMESH
<br />"',
<br />Z H w Q
<br />I —III- III —I I I— w
<br />III=1 II I 1=1 1=1 1-
<br />°
<br />o w cn _
<br />o• z
<br />BRICK PAVERS or SLAB PER 0 o I I I- a a = - z a
<br />COMMUNITY SPECS 111I' I �_=1 =_I(-1 I Ia —I I I I —I 1=III== IL M ^ �
<br />U-0" FIN. FLR. III=1 I =1 =1 I =III 11-1 III FOOTING LU
<br />I, �II� I IIII I IIIiTIII„ � 1-III-) I I=� BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />' (SEE SCHEDULE)
<br />° 9aa SEE FOUNDATION FOOTING WIDTH
<br />0.. a• . - • . CONIC. PAD INFO.
<br />'�' SEE SCHEDULE
<br />TAPERED COLUMN FRAMINGKGD�12 PATIO COLUMN FTG. DETAIL N
<br />SCALE; 3/4" = PA"
<br />SCALE: N.T.S. S3
<br />I
<br />M
<br />r�
<br />r
<br />,ii0ittttl fAil'lej�
<br />`0
<br />� 0
<br />v
<br />• � �Fj o
<br />v GF,,�
<br />o
<br />P v
<br />5
<br />F l.� •`
<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 2017 Florida
<br />Building Code -
<br />Residential 6th 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.
<br />0 10
<br />0 N
<br />,y
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<br />JOB NO:
<br />20-1789
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />of
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