|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES /
<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 —J
<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 />SI
<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 />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 />U)
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />W
<br />a
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />-
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />M _ — —
<br />D
<br />6MIL VAPOR T-'
<br />00
<br />BARRIER l
<br />D '• a
<br />=I I' •f i
<br />`�
<br />T
<br />COMP. SOIL. T °
<br />(COMPACTED TO 95%-
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. 1'4' (1 STORY) STD. 90 HOOK SEE
<br />U.N.. N CHAIRS TYP. 4„ DETAIL V-8" (2 STORY)
<br />U.N.O. )
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" = 1'-0" 13
<br />OPT: DEPRESS SLAB 5Y"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE PAVERS SLAB 14 O.H.D. RECESS z
<br />V
<br />(1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS
<br />HGT. FOR WALL HGT. <_ 8'-6". (2)
<br />@16" O.C. W/ (2)
<br />ROWS 2x BLOCKING @ 3rd FITS
<br />16d TOENAILS T & B
<br />FOR WALL HGT. > T-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. d
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE -E
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />�I I I-III=I m a D
<br />I.;,II11,111_, III , D•�"'C
<br />D• I—III—III—ll— C_
<br />'
<br />� , ,IIII�I�I�III�I'
<br />1 8„ 1 -.1W ..— -F.,'r.
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT
<br />SEE TYP. WALL SECTION
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />LOAD BEARING OR —
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (10) 10d NAILS -�
<br />TYP.
<br />MONO OR STEMWALL-
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE: ,
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />SCALE: 3/4"=V-0"
<br />GG
<br />S3
<br />2x S.P.F. STUDS @ 16" O.C.
<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 />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<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 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" (ALT: 1/2"x12" TITEN HD @ 24" O.C.
<br />OR 5/8"x10' WEDGE ANCHOR @ 24"
<br />° a a a A.F.F. O.C.)
<br />2
<br />31/2"MIN.
<br />O O d d O a 4 O Q ,
<br />a a a° d a a ELEV. 4-3 1/2"
<br />�
<br />a Q d ° a Q
<br />�4 2x4 CONT. a Q ° A.F.F. p b >
<br />a d
<br />a a a -
<br />o a s Q p W D
<br />I` la a a a a 04 — — °
<br />GARAGE DEPTH VARIES ° 31/2"(min.)- 4" I 1 LI
<br />-� III=III
<br />d ti O
<br />(2) #5 CONT.
<br />4"
<br />U.N.O.
<br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL Ca
<br />SCALE: 3/4"=V-0" "SHEAR WALL"
<br />2x STUD
<br />8" C.M.U.
<br />1"x P.T, STUD
<br />#5 VERT. IN FILLED CELL
<br />N
<br />5/8"x6" "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />' GRADE
<br />°
<br />°
<br />D ° D D00
<br />D p D ° D I —III —III —III —III —III �
<br />° I I f=1 11=1 11=1 11=1 11=1 I I- z
<br />D a ° pD ° p I—III—III—III—III—III-1 I�
<br />III�III�III�I 1 1�III ICI I i 04
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 112" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />a
<br />°° — — — — -
<br />- — _ , c � —1 I I —III III —I I 1-1 '
<br />_ -(1) #5 REBAR w/ OPT.
<br />I=1 11= 11M.
<br />= 11=1 11= 11=SCREEN 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 O.H.D. RECESS d
<br />Cl)
<br />a :•
<br />°° III III
<br />co
<br />''a •� '.� � III —I I � I —III '.a �, '.: ' —I
<br />I I I- —III—I I •�: ` I-1 11=
<br />III I I1 �ITiI I , ,Illrirl
<br />SEE A/S3 OR J/S6 -i`I III I I I II i,L ,III I IL7
<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 />SEE A/S3 0R XS6--� -I! II I III,=„111•„ I I„ I.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J
<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 />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />—�
<br />-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<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 />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITA=:+-
<br />EACH END (WHEN PARALLEL)
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)E
<br />UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />NNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />(10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE)10d
<br />NAILS WHEN TRUSS ALIGNED WITH
<br />STUD BELOW
<br />TOP PLATEUD
<br />BELOW
<br />-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/2"x
<br />S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12)10d NAILSU.N.O.
<br />�1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />5/8" x 10" "J" BOLT @ 24" O.CJAND
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS
<br />2"x3/16" PLATE WASHER (TWALL
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />FOR WALL HGT. > 8'4'.
<br />(ALT: 1/2"x12" TITEN HD @
<br />@ 3rd FITS FOR WALL HGT. > 8'-6".
<br />O.C. OR 5/8"x10' WEDGE AINSULATION
<br />INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />PER CHART ON FLOOR PLAN
<br />"SIMILAR AT FOUNDATION
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />IF NOTED, THIS REFERS T(
<br />SIMPSON SP1 w/ 10 10d NAILS
<br />)
<br />STEP, SIZE OF FOUNDATIO2x
<br />P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILX2x
<br />P.T. BOTTOM PLATE
<br />WWF OR FIBERMESH
<br />INCLUDE THE WALL6x6W1.4xW1.4
<br />ATTACHMENTS
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />MIN.
<br />D SHEARWA
<br />SCALE: 3/4"=V-0"
<br />1/2"(min.)- 4"
<br />�31/2" MIN. 1
<br />°
<br />_ b ° I I=1I I =� 1/2"(min.)- 4„
<br />31/2 (min.) - 4 -I I I_I _ III I I I-1T
<br />III'
<br />il_I ITI-1I —I I 11I I I-1I I I''
<br />(2) #5 CONT. I I VRI
<br />I=,1111=,I I[ i„I I„$� 1=
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEPrcC
<br />SCALE:3/4"=V-0" S3
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�Nt Joys
<br />INSULATION PER FBC AND ENERGY 1GON��N (1) ROW 2x BLOCKING @MID HGT.
<br />FORM SUBMITTED WITH PERMIT FOR WALL HGT. <_ 8'4% (2)
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd FITSFOR WALL HGT. > 8'-6".
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />5/811° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. (10)10d NAILS
<br />K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />2x P.T. PLATE W/ 7EMBEDMENT (MIN, SHEAR
<br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500#,
<br />6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR MIN. TENSION 2600#)
<br />2X PT PLATE #5 REINFORCING
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �,
<br />FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE WWF OR FIBERMESH *-
<br />c PER MFR INSTRUCTIONS LU D °
<br />#3 OR #4 REINFORCING BAR U
<br />D GRADE 40 MIN. Fy= 40ksi � a
<br />N D ° FINISH
<br />z #3 & #4 LAP SPLICE a -III=III=III m . ' I I-III-III-1 I- o
<br />NISH GRADE °O 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksi] a I_I I I=1 I =1 I I D I I I I I=III
<br />=1 I I=1 _I I = [ ] I�I I I I I-1 D', • III I I-1 I I-1 I fl I'
<br />6 MIL VAPOR BARRIER =1. I I P D ° I I —I I =III —III III —III I I I—
<br />' III=1111 11=III—: � #5 REINFORCING BAR R 17/8" �' I� _t I I I 1=1 11=ITI=1 I I 11=III 11=III='
<br />T N z 11 J=1 L1=ITI=1 I I III —III LI-
<br />III o: I I=11=I 11=1 11= r #5 LAP SPLICE (2) #5 CONT. -�I 11-1 I II 1-1 I I, , I
<br />III—III—III=1 I 11
<br />COMP. SOIL. (COMPACTED TO 1 II I ' ° I1-=T=111=11' 36" MIN. LAP [36" MIN. LAP] ON (TYP.)
<br />)CHAIRS $„ 1„ $„
<br />95% MODIFIED PROCTOR ASTM li= I I=111=� 1=T I I=I I I=III-11' 10"
<br />D1557) 111111111�IlIII�IIIII�ITIIIIII.IIII—'
<br />4" 1'4' #6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0� -o" a CONT. BEAD SEALAN
<br />� Q
<br />INTERIOR
<br />° a ° -3 1 /2"
<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 />a4
<br />M 6 MIL VAPOR - i'-
<br />BARRIER TI Iii l�
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
<br />S.G.D. (U.N.0.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />`�N °
<br />AT 24" O.C. MAX. x x CONNECTION INFO
<br />SEE PLAN FOR
<br />M
<br />TOP OF BEAM & LAYOUT DESIGN
<br />�I--I I=T co �i
<br />SEE ROOF PLAN
<br />c - _ _ -° ":: c a e . I
<br />(2) HTS20 FOR STRUCTURAL
<br />N I, ,ll I, ;-111= I I co
<br />SIZE &
<br />1 °' a I I)
<br />T
<br />CONNECTION INFO
<br />A a —I
<br />M
<br />= 1 a •. III
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6-
<br />Z ATTACHED PER NAILING FOR REINF. INFO.
<br />LU0 SCHEDULE OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w 6x6 P.T. #2 SYP SLAB INFORMATION
<br />J
<br />o
<br />W
<br />ABU66
<br />SLAB STEP & RECESS
<br />S.G.D. rM
<br />SCALE: 3/4"=V-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 AT 8"
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />O C
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALLEXTEND
<br />.-.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />FILL CELLS
<br />TO FOUNDATION PAD
<br />_9
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />`� '
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />Cl)
<br />CONT. BEAD SEALANT
<br />-
<br />M
<br />w/ MIN. (2) #5 VERTICALS
<br />oo z GRADE
<br />a °
<br />d
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 N
<br />SIZE AND REINFORCEMENT)
<br />c�LU
<br />°
<br />I
<br />nWWFORFIBERMESH'-
<br />co
<br />z w p= -I 1=1
<br />I- a w 1 I I I
<br />-I = I- -
<br />11= —III-
<br />LU
<br />Z
<br />°
<br />BRICK PAVERS or SLAB PER
<br />—1
<br />= • 44 •
<br />III—
<br />°•
<br />Z
<br />a
<br />-
<br />0' 0" FIN FLR
<br />COMMUNITY SPECS
<br />a a
<br />U -- - - - -
<br />_
<br />d — — — M
<br />. -
<br />IY
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />I I —I —III—III—III—III I I —III—III =—
<br />= 111=1 11=1 11=1 11=1 I F -I � III=III=III- -III II=II=1 _' FOOTING U
<br />11-I I-111—III=1I I „I1I-1I1-I1I I—' BEYOND
<br />PAD REINFORCEMENT , —i 11=1 -i -'
<br />(SEE SCHEDULE) 3" MIN. CLEARANCE
<br />'aa SEE FOUNDATION FOOTING WIDTH
<br />coNc. PAD INFO. SEE SCHEDULE
<br />K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N
<br />S3 SCALE: 3/4" = P-0"
<br />SCALE: N.T.S. S3
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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 2017 Florida Building Code -
<br />Residential Gth 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 />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 : 08/08/2019
<br />TECH: FM
<br />VERSION NO. 3ol
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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