|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIE
<br />I S
<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_j
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />(1) LAYER TYPE 11 (#30)
<br />UNDERLAYMENT FOR ROOF
<br />PITCH > 4:12
<br />(2) LAYERS TYPE I OR TYPE 11
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LE , SS.
<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 ELEV. VARIESAilk
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />2x SUB FASCIA
<br />SEE SOFFIT
<br />SHEET
<br />8"x8"X1 6" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />8" C.M.U. TYPICAL
<br />FYPE "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 />0
<br />-0
<br />FOR LOCATIONS)
<br />2
<br />1x4 P.T. BASE NAILER
<br />2�
<br />4"x4" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />C14
<br />r-
<br />MIN. 2500 PSI CONIC. SLAB
<br />CY),
<br />AT GARAGE CONTRACTOR
<br />LO
<br />MIN PSI MAY VARY PER
<br />U)
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />co
<br />CONCRETE SLAB W/ IXI
<br />/--NOTE:EXTEND
<br />W1AXW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />�2
<br />I
<br />a
<br />BELOW GRADE
<br />LID
<br />C14
<br />;=
<br />Sk,
<br />-A
<br />IN 1,
<br />;2�
<br />00
<br />6 MI VAPOR��_._
<br />00
<br />E!
<br />!e
<br />BARRIER
<br />I>
<br />U3
<br />COMP. SOIL.
<br />=M
<br />LO
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3"
<br />MIN. CLR.
<br />(2) #5 REBAR CONT .
<br />ON 3" CHAIRS TYP.
<br />11-41'
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />DETAIL)
<br />TYPICAL
<br />WALL SECTION
<br />SCALE: 3/4" = V-101"
<br />OPT: DEPRESS SLAB 5Y2"
<br />E
<br />DEEP AND 6" BEYOND -
<br />�S!
<br />2
<br />DOOR TO RECEIVE
<br />E
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS--,,
<br />I.%
<br />00
<br />C:)
<br />$14
<br />L
<br />BLOCK WALL BEYOND
<br />141f
<br />z
<br />0 H D RECESS
<br />:14" ;0
<br />A.
<br />TM-1 1_=
<br />SEE A/S3 OR J/S6 1111 Iz.
<br />LFI I LLF
<br />FOR REINF. INFO. 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
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1\,L3
<br />ADDITIONAL INFORMATION.
<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 I
<br />IN
<br />%LATF-1 AIV-11i -NIIII
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. :5 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd FITS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />6 x 6 W1.4 x WIA
<br />WWF OR FIBERMESH
<br />9
<br />1 8" 1 _'1w --- - --- L ... K
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT G
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � �S3
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />_7v�_ _-0- _70-
<br />64 -V _15;zl
<br />75;zI
<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 (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />G
<br />ST
<br />yp
<br />BIT
<br />R
<br />T
<br />E
<br />Y
<br />B
<br />N
<br />L
<br />P
<br />G
<br />E
<br />T
<br />E
<br />R
<br />H
<br />,X
<br />R
<br />L,
<br />OT
<br />T
<br />@ B
<br />OM EA
<br />SE
<br />CO
<br />TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />8"x8"x1 6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<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 LT @ 0 C W/ __ U.N.O.
<br />y SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/
<br />ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-1
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />4" O,C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />SLAB & BLOCK IMPSON SP1 w/ (10) 1 Od NAILS SIMPSON SP1 w/ (10) 1 Od NAILS
<br />5/8"' x 10" "J" BOLT @ 24" O.C, W/ IF NOTED, THIS REFERS TO THE
<br />2"Ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />co ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT N, x P.T. BOTTOM PLATE
<br />1 OR 5/8"x10'WEDGE ANCHOR @ 24" INCLUDE THE WALL
<br />yp V'
<br />214Ca
<br />CHOR
<br />ONLY"
<br />THE S
<br />)N AND
<br />L NOT
<br />OIL x 6 W1.4 x W1.4 6 1.4
<br />A. F. F. O.C.) 2" ATTACHMENTS //211 V
<br />WWF OR FIBERMESH WWF OR' FIBERMESH
<br />I;
<br />3 1/2" M IN. 3 1/2" MIN.
<br />"I IV,
<br />ELEV. _0'_3 1/2" 9
<br />4 AF\
<br />4 1 ",w u A
<br />4 A.F.F. 0 r r1l.
<br />2x4 CONT�/ I I
<br />L.L /7(,,Iin All
<br />3 1/2"(ml 1/2"(min.) 4
<br />4 , - v A a
<br />z P
<br />00 00
<br />4 C14
<br />3 1/2"( in.). - 4' 3 1/2"(min 4'.
<br />4 -).7
<br />GARAGE DEPTH VARIES <
<br />r; ri r: 1 1 =WEE
<br />4
<br />4
<br />.......... �Z) #0 UUN 1. 1 41' 1'4" 8"
<br />U.N.O. MIN.
<br />GARAGE SLAB AT STEP rB TYPICAL BEARING WALL I STEP I SHEARWALL
<br />SCALE: 3/4"=V-0" 1\13� "SHEAR WALL" SCALE: 3/4"=V-0"
<br />/-2xS.P.F.S DS 1 O.C.
<br />A
<br />=�
<br />2x STUD
<br />LOAD BEARING OR
<br />t
<br />EXTERIOR WALL
<br />81, C.M.U.
<br />1 "x P.T. STUD
<br />- #5 VERT IN FILLED CELL
<br />SEE CC/S3 OR
<br />C14
<br />G/S3 FOR ANCHOR
<br />BOLTINFO.
<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 />SPACED EVENLY
<br />w/ (10) 1 Od NAILS
<br />C14
<br />2x P.T. PLATE
<br />TYP.
<br />AS LIMED FINISHED
<br />�GRADE
<br />MONO OR STEMWALL-,,
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />1>
<br />00
<br />. . ... ..
<br />t>
<br />1=::`T1 r-=-:Fl FE I r=T
<br />NOTE:
<br />A
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />11-1 F
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/411= 1 1-0. �3
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2"
<br />WWF OR FIBERMESH
<br />min.) 4"---,
<br />A.
<br />GRADE
<br />00 -I
<br />I=
<br />11-11 E-7-11 11 -1 F,= I I I- I 11:
<br />mML"Mi FLU
<br />TiLL-LI 17 -Urr
<br />1=1 I 1=1 I F4-=l I I
<br />JI-
<br />-7 (1) 45 REBAR wl OPT.
<br />_It.IIF
<br />IP Al
<br />�SQREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE rL
<br />SCALE: 3/4"=V-0" � S3
<br />C==== BLOCK WALL BEYOND
<br />EXPANSION JOINT -
<br />13"
<br />O.H.D. RECESS
<br />C'4 4'
<br />IVII III 1 4-
<br />=-.g I
<br />V
<br />0?
<br />4"
<br />=119
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />T RY)
<br />_4�: (1 S �RY)
<br />11� 8 (2 ST
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'S 3
<br />ADDITIONAL INFORMATION.
<br />1/2" OR7/16" OSB MIN. PLYWOOD SHEATHING -
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" OIC 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 3/161,
<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 />�:E
<br />t. it L I=.-., I I IM I
<br />111�11 - = \ -
<br />6 MIL VAPOR BARRIER 1> I>
<br />A.
<br />P
<br />9.�001 1, �01_0
<br />- �_S_G
<br />10
<br />tZ) 90 UUN 1 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT NOTE:
<br />APPLICATION SEE SECTION C/S3 FOR
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER ELOW 90 NOOK DETAIL SIMPSON SP1 w/
<br />3RD LAYER 1'18" THICK. @ K.O. BLOCK (10) 10d NAILS
<br />SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD 2x P.T. PLATE
<br />x SPACE ANCHOR
<br />SCALE: 3/4"=V-0"
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />X
<br />BOLTS 6" MAX FROM
<br />WEEP SCREED INSTALLED
<br />BAR
<br />x
<br />END OF 2" x PLATE
<br />PER MFR INSTRUCTIONS
<br />��#3 OR #4-REINFORCING BAR
<br />LU
<br />X Uj
<br />I>
<br />2�
<br />60
<br />Y= SI
<br />#3 & #4 LAP SPLICE
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />a.
<br />FINISH GRADE 2
<br />25" MIN. LAP [30" MIN. LAP]
<br />=1 0?
<br />X7777=11 All
<br />Lu
<br />W
<br />x ')
<br />-11 -
<br />R 17/8"
<br />F-_I I F==_�Ll #5 REINFORCING BAR X
<br />CN X
<br />=Tl
<br />#5 LAP SPLICE
<br />COMP. SOIL. (COMPACTED TO L L L H=_4
<br />- I I- - IFIE1.1-IMI:
<br />95% MODIFIED PROCTOR ASTM 1 V ri
<br />D 1557)
<br />4" V4,
<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
<br />1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01-0
<br />CONT. BEAD SEALANT
<br />4 <
<br />INTERIOR
<br />2X STUDS @ 24" O.C. U.N.O.
<br />4 4
<br />3 1/2"
<br />1 1 1
<br />GARAGE
<br />:��Z2"
<br />CONCRETE NAILS W 1 1/2'
<br />GYPSUM WALLBOARD U.N.O.
<br />EMBEDMENT @ 12" O.C.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />STAGGERED, FROM BOTTOM
<br />INSULATION PER CHART
<br />PLATE TO CONCRETE
<br />ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN.
<br />CONT. BEAD SEALANT ---
<br />TENSION 120#)
<br />CONCRETE SLAB-�,.
<br />4
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />C9 E
<br /><
<br />6 MIL VAPOR I 1_17
<br />1-1 1 1�1 I I I I I=
<br />BARRIER
<br />14" 14"1
<br />INTERIOR WALL SLAB STEP NON-BRG . rK
<br />SCALE: 3/4"=V-0" "I S3
<br />36" M I N. LAP [36" M I N. LAP]
<br />101,
<br />-xv-xy x/ \xx/ xxx/,xxx,\xxx Nxx/ \xx/ .x/-,j
<br />�---#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE REBAR DETAILS rFN�
<br />SCALE: N.T.S. �3
<br />(2) # NT-
<br />ON T'CCOAJJ� S
<br />(TYP'.) 8" V-4"
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />TOP OF BEAM
<br />SEE ROOF PLAN
<br />00
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2)(4 P.T.
<br />PLATE
<br />COLUMN LOCATION
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />LU
<br />0
<br />SCHEDULE
<br />6x6 P.T. #2 SYP
<br />Uj
<br />0
<br />LU
<br />LU
<br />ABU66
<br />U)
<br />0C_%1vrNE_ 4.&-t 17. 1. 0 1 IVI. rLM I Lq
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM TRIM PER PLAN
<br />0
<br />ATTACHMENTS
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />W/ M IN. (2) #5 VE RTICALS
<br />0
<br />FILLED SOLID (SEE PLAN FOR
<br />0
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS orSLAB PER
<br />COMMUNITY SPECS
<br />0'-0" FIN. FLR./-6k
<br />NIP
<br />-4
<br />ION
<br />v, N 0.
<br />A
<br />TAPERED COLUMN FRAMING �C�Dl 2
<br />SCALE: 3/4" = V-0" \��
<br />CC
<br />S3
<br />(1) ROW 2x BLOCKING @ MID HGT,
<br />FOR WALL HGT. :� 8'-6". (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.C.
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />3501 MIN. TENSION 2600#) . g
<br />E
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />C?
<br />81'
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT G�
<br />SCALE: 3/4"=V-0"
<br />VARIES CClAll A- IA11
<br />SEE A/S3/J/S6 -` I _t' 8"
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS (a) S.G.D. rm_"�
<br />SCALE: 3/4"=V-0"
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD ZE =zr
<br />CONT. FOOTING STEEL MAT REINFORCING.
<br />z
<br />00 GRADE
<br />LU 4
<br />M 16 40
<br />Lu
<br />0
<br />z
<br />W W
<br />ce)
<br />C/) 1, Flr� A x
<br /><
<br />LU
<br />FOOTING
<br />T-11
<br />I r
<br />PAD REINFORCEMENTJFI� "7771711'" 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL �N
<br />SCALE: N.T.S. S3
<br />(D L2
<br />-0
<br />co
<br />(D
<br />U)
<br />CD
<br />C/D1
<br />LU
<br />0 U-1
<br />In M
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<br />ca
<br />LU
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<br />co
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<br />IXIPSE&C
<br />JV
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<br /><
<br />FL
<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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seat.
<br />LENNAR
<br />4600 W, Cypress St, Suite 200 1 Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE AS NOTED
<br />DATE 10/2/2018
<br />TECH: MJAMES
<br />VERSION NO' 4m2
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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