|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES /
<br />INS
<br />5/8" OR 1/2" HIGH
<br />STRENGTHCEILING
<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 />(1) LAYER TYPE II (#30)
<br />UNDERLAYMENT FOR ROOF
<br />PITCH > 4:12
<br />(2) LAYERS TYPE I OR TYPE II
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />SHINGLE ROOF
<br />/// 7/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />ELEV. VARIES
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />N.O. 2x SUB FASCIA
<br />EE SOFFIT
<br />SHEET
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<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 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 />0- NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />- DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />_ I• ° �
<br />°° �
<br />-I I -
<br />I al�ll
<br />D
<br />6 MIL VAPOR
<br />BARRIER ; r 4
<br />D
<br />D
<br />COMP. SOIL. I
<br />r
<br />(COMPACTED TO 95%-
<br />MODIFIED PROCTOR I III-TTT
<br />I
<br />ASTM D1557)
<br />MIN. CLR.
<br />(2) #5 REBAR CONT._/3"
<br />ON 3" CHAIRS TYP. 4" 114"
<br />STD. 90 HOOK (SEE
<br />1
<br />U.N.O.
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" =1'-0"
<br />13
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS
<br />2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE-,
<br />(2) #5 CONT. ON 3"
<br />CHAIRS (TYP.)
<br />fJT� I-11 tL °✓ °
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. <- T-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. d
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />6x6W1.4xW1.4 r
<br />WWF OR FIBERMESH °'
<br />o
<br />I I w=11 I I r
<br />1 8'. 1-.1-4, . -. , ,r, . r
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT GG
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<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 />SEE CC/S3 OR
<br />N
<br />#5 VERT. IN FILLED CELL
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />iN
<br />5/8"x6" "J" BOLTS BOLT
<br />(IF NO UP LIFT
<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 />SPACED EVENLY
<br />w/ (10)10d NAILS
<br />_
<br />f
<br />2x P.T. PLATE
<br />TYP
<br />ASSUMED FINISHED
<br />'
<br />GRADE
<br />MONO OR STEMWALL
<br />z
<br />FOOTING MONO SHOWN
<br />°
<br />o
<br />00
<br />FOR CLARITY
<br />D D
<br />00
<br />_ _
<br />p DI
<br />° III-III-III-III=1
<br />-III-I 11-I I I-_ I I-_ III=�
<br />I I=1 I I- z
<br />NOTE:=III
<br />o D°
<br />g ° o D
<br />1 I 1 I 1 1 1=1 I I I
<br />—III III—III=1 —I 1i `2
<br />*FOR BEARING WALL
<br />I=1
<br />I I —III —III —III —III_ T
<br />W/ UPLIFT ONLY
<br />-III—I
<br />=1
<br />t I —_III_ —I 1=_I 1=i
<br />'
<br />I I-1 I I-III=1 I I-III-III=1 I I-III-III-III-III=1
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />I I=1 I I=1 I I-'
<br />rD l
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />6x6W1,4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4
<br />1-* GRADE
<br />—I IT lT Ilr I
<br />`(1) #5 REBAR w/ OPT.
<br />I 1 FEI 1 11 11 F I I- 11=1 I I- 7SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" ll S3
<br />BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />14"
<br />- O.H.D. RECESS z
<br />13"
<br />O.H.D. RECESS _
<br />CV �
<br />.w
<br />N A4.
<br />T � V
<br />e
<br />.. • � '.'..' I .-III-d'' ��
<br />M •��II� I —�
<br />t
<br />_
<br />.. `ay:... Q- �_-� � II
<br />III E
<br />..' ,. -�
<br />.• I�'-I � hI
<br />-III-I I
<br />I•I � I I I l
<br />�'�. � ` •" � '.. =1 I f:
<br />. � :. I�T I I'I
<br />SEE A/S3 OR J/S6 I I I In'I i,, 1 I ,,.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" 11 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS �.
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE A/S3 OR J/S6--- -l! II 1
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-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 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<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 D D
<br />N° D
<br />T
<br />M — — — D D• .a
<br />6 MIL VAPOR BARRIER
<br />5/8"OR 1/2" HIGH STRENGTH -�
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) -
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 wf
<br />(12)10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL -
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />3/8" MORTAR BETWEEN
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />SLAB & BLOCK
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />2"°016" PLATE WASHER (TYP.)
<br />ELEV. 0'- 0"
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C.
<br />OR 5/8"x10' WEDGE ANCHOR @ 24"
<br />A.F.F.
<br />O.C.) 211-
<br />�31/2" MIN.
<br />ELEV. -0'-31/2" h
<br />00
<br />�r
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH -�
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(U.N.O.) (OR / GYP. TYPE X, @
<br />EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />(10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE
<br />STUD BELOW
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />(12)10d NAILS
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/
<br />HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />2"x3/16" PLATE WASHER (TYP.)
<br />FOR WALL HGT. > T-6".
<br />(ALT: 1/2"xl2" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />S
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT
<br />6 x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />WWF OR FIBERMESH
<br />ATTACHMENTS
<br />-�
<br />�31/2"MIN.
<br />1/2"(min.)- 4"
<br />(2) #5 CONT. -✓ 1 I-u I-1 11-111' 1 1 1-.
<br />U4N.0. 114" MIN.
<br />TYPICAL BEARING WALL b STEP (@ SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />cox,
<br />ecS'
<br />2x STUDS @ 16" 0/C \ ,o N�o S
<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 FiOOK DETAIL
<br />3RD LAYER 1/8" THICK. @ K.O. BLOCK
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<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 PTS FOR WALL HGT. > 8'-6".
<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 />\ I WWF OR FIBERMESH
<br />00
<br />31/2"(min.) - 4"
<br />T -III I M
<br />(2) #5 CONT. 41'
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP
<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 40 MIN. Fy= 40ksi
<br />FINISH GRADE o0 [GRADE 60 MIN. Fy= 60ksi]
<br />25" MIN. LAP [30" MIN. LAP]
<br />_i -I I I R 1 7l8"
<br />M I i I-, T #5 REINFORCING BAR -�
<br />�I I II III I II II I IjCq
<br />#5 LAP SPLICE
<br />COMP. SOIL. (COMPACTED TO -' -1 I
<br />95% MODIFIED PROCTOR ASTM ' 1= I I=1 I 1=1TI-MD I I- 111=
<br />D1557) 1II111 Ir 1 1 IIII IILII, 1=r
<br />4" 1'-4"
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />210
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01-01, J CONT. BEAD SEALANT
<br />ter— ¢ INTERIOR
<br />°-3 1/2" j,
<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 />IH
<br />M 6 MIL VAPOR ! - =1 I= I= L
<br />BARRIER - t' -
<br />=1 1=I I —I -III=1 I
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />SCALE: 3/4"=1'-0"
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/
<br />(10)10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />w END OF 2" x PLATE
<br />� D
<br />w
<br />Cn
<br />LU
<br />uj
<br />-III,;,IIII,III� Il
<br />(2) #5 CONT.-
<br />ON 3" CHAIRS
<br />8" V41
<br />(TYP )
<br />CC
<br />S3
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT, s 8'4(2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<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.0
<br />W/ T'EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) E
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH r d
<br />°
<br />° II-LI-T�I-III
<br />All 11 I[—I�-f—I I T
<br />1
<br />101.
<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 />rG
<br />SCALE: N.T.S.
<br />53
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />VARIES6
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />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 N
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />M
<br />�N °
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />SEE PLAN FOR
<br />..
<br />&LAYOUT DESIGN
<br />M a
<br />I I- I mM
<br />TOP OF BEAM
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />c - - - -° a; : ° ° a
<br />] ° 1
<br />BEAM SIZE &
<br />r
<br />CONNECTION INFO
<br />Cl)_ I
<br />2x4 #2 SYP P.T. FRAMING w/ =1 I , 111 I ��-1 (, ,T
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 A 1, 8"
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />W SCHEDULE OPTION #1
<br />i a SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w 6x6 P.T. #2 SYP SLAB INFORMATION
<br />J
<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 w/ 1/4"0" TAPCONS AT 8"
<br />GARAGE
<br />COLUMN TO PORCH SILL O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />Z'1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM TRIM PER PLAN
<br />8" MASONRY WALL
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL
<br />TO FO NDAT ONL AD
<br />-INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL MAT REINFORCING. �' '
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />r>
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />00 GRAD a
<br />E
<br />r, FILLED SOLID (SEE PLAN FOR
<br />° 6 x 6 W1.4 x W1.4 N
<br />SIZE AND REINFORCEMENT)
<br />c7Uj -I I=III ° °• = =1 I= =1'
<br />l
<br />WWF OR FIBERMESH M
<br />LU
<br />a w 1i l 11 I I z
<br />Q
<br />BRICK PAVERS or SLAB PER
<br />p o `n -III-1 ! '' • ° a = _ -_ _' - z_
<br />°
<br />- �_-
<br />COMMUNITY SPECS
<br />0'-0" FIN. FLR.,•Jh
<br />UL I; - "'
<br />II m =I 11=1 I Ia I a I I =III=III-=-
<br />:I 11=1 I I- I I 1=1 11=1 I I -I i I -I i I
<br />FOOTING
<br />-III III -III -I 11=1 I I -I I I I 1=1 11=1 I I_ v
<br />III-
<br />I. I Il ll l 11 l l l l =III -III-' BEYOND
<br />PAD REINFORCEMENT i it i ll ,l
<br />3" MIN. CLEARANCE
<br />SEE FOUNDATION
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />CONO. PAD INFO.
<br />�. v�
<br />SEE SCHEDULE
<br />K
<br />TAPERED COLUMN FRAMING CD
<br />PATIO COLUMN FTG. DETAIL N
<br />S3
<br />SCALE: 3l4"= 1'-0"
<br />SCALE: N.T.S. S3
<br />OJ
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2017 Florida 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 />Engineers signature and seal.
<br />LENNAR
<br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE : AS NOTED
<br />DATE : 4/5/2019
<br />TECH: JBERCHAL
<br />VERSION NO 3ol
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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