|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />1 (TYP7) VARIE
<br />R� I S
<br />INS
<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 @ " 0
<br />CEILING & 8'70.6CIWALLS
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL-j
<br />NAILER
<br />STD. 91THOOK (SEE DETAIL
<br />2x#2SPFSTUDS -
<br />@ 16" O.C. W1 (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE
<br />(1) LAYER TYPE 11 (#30) (2) #5 CONT. ON�T'
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.)
<br />PITCH > 4:12 L
<br />(2) LAYERS TYPE I OR TYPE 11
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />I� I �E WFEJ
<br />PRE ENGINEERED WOOD 1=1 H�, :I, WI 1;1 =1 -I
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. 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 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
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH co
<br />. Is - �. . P�. - .. . k- r-1 )
<br />" /I NU00 k,-Jr-r- UrLIr I OtMCU.) VV/ 8"
<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 VV/UU I UFLIt- I ( GG
<br />NAILING SCHEDULE ON SHT.
<br />SN1 ELEV. VARIESJIJ�
<br />SEE TYP. WALL SECTION
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />ALUMINUM DRIP
<br />A
<br />EDGE
<br />E
<br />A LUMINUM FASCIA
<br />2
<br />�LN.O. 2x SUB FASCIA
<br />�SEE SOFFIT
<br />SHEET
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1 #5 CONT.
<br />FILLED SOLID W/GROUT
<br />SEE CC/S3 ORHOR--\,,�,
<br />G/S3 FOR ANC
<br />C.M.U. TYPICAL
<br />BOLTINFO.
<br />1----�-8"
<br />(IF NO UP LIFT ON
<br />-,--TYPE 'IS" MORTAR
<br />WALL SEE GG/S3)
<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 />1z
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />7;
<br />FILLED CELL TYPICAL
<br />1>
<br />MIN. 2500 PSI CONC. SLAB
<br />m AT GARAGE CONTRACTOR
<br />�2
<br />X�I
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />I
<br />00
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />F3
<br />CONCRETE SLAB W/ 6X6
<br />CL NOTE:EXTEND
<br />ZE
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />.0
<br />"FIBERMESH"
<br />BELOW GRADE
<br />A
<br />00
<br />0?
<br />6 MIL VAPOR/
<br />CD
<br />BARRIER 4
<br />C4
<br />COMP. SOIL. Z ,
<br />�0
<br />00
<br />(COMPACTED TO 95%
<br />?I
<br />LO
<br />::: -H
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN.CLR.
<br />(2) #5 REBAR CONT .--//
<br />ON 3" CHAIRS TYP. 1'41
<br />STD. 90 HOOK (SEE
<br />U.N.C.
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />0
<br />3:--
<br />SCALE: 3/4" = V-0"
<br />E
<br />OPT: DEPRESS SLAB 5 Y2"
<br />�21
<br />DEEP AND 6" BEYOND -
<br />2
<br />E
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS-n
<br />'1052i I
<br />BLOCK WALL BEYOND
<br />14`1
<br />z
<br />0 H D RECESS
<br />4"
<br />4
<br />SEE A/S3 OR J/S6 ILUIP. =1141p, 5WT
<br />FOR REINF. INFO. L 3" MIN, CLEARANCE
<br />1- 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />118" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
<br />ADDITIONAL INFORMATION.
<br />*SIMPSON SP1
<br />w/ (10) 1 Od 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"=1'-0" S3
<br />7PF
<br />b;7,_4- - -R\ ---� -b;;d b;zf- -, -4 -v- -+5:zd -
<br />5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 112" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" 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 />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 />T
<br />'X
<br />T
<br />B
<br />E
<br />R
<br />L,
<br />A,
<br />jRO0@M
<br />SE
<br />CC
<br />(1 0
<br />STI
<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 U.N.O.
<br />SHEATHING REQ'D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 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"x`12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-13".
<br />]IF SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD IISIMILAR AT FOUNDATION ONLY"
<br />SLAB & BLOCK 5/8"' x 10" "J" BOLT @ 24"O.C. W/ IMPSON SP1 w/(10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />2"Ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0!-0" (ALT: 1/2"x12" TITEN HD @ 24:I'O.C. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
<br />OIL OR 5/8"xl O'WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />A. F. O.C.) 2vv WWF OR FIBERMESH ATTACHMENTS 21 WWF OR FIBERMESH
<br />I
<br />D 2 f-�
<br />E
<br />7, 3 1/2" MIN. 31/2" MIN.
<br />4 z
<br />4 ELEV. 4-3 1/2"
<br />4 4 X L
<br />4 A
<br />F.F.
<br />NT� A L L F-7
<br />4 111.- -fit
<br />Ll ;/2"(min
<br />2x4 CO
<br />4
<br />44 00
<br />A CN 41 gpF= ........
<br />< 4 co /2 rn . in .
<br />In 4 4 OPP (31 .4
<br />GARAGE DEPTH VARIES
<br />-11 V F1 t: 1: 1
<br />4 4
<br />4 (2) #5 CONT. (2) #5 CONT. f 44-
<br />4" V-41' 8"
<br />U.N.O. MIN. U.N.O. MIN.
<br />-GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP @ SHEARWALL rc-�� TYPICAL BEARING WALL @ STEP rCC
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" �,_S3 SCALE: 3/4"=V-0"
<br />/-2xS.P.F.ST DS 16"O.C.
<br />4 2x STU D
<br />8" C.M..0
<br />Vx P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />04
<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 />04
<br />,,-2x P.T. PLATE
<br />�ASSUMED FINISHED
<br />GRADE
<br />00
<br />I>
<br />I> >
<br />04
<br />Ill M H11 1111 1' -
<br />I 1 1-1 1 1�L,-ITTTLI �11
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �S3
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"-_-,
<br />A 4
<br />GRADE
<br />00
<br />r--=l Mi I I_- I --�l I [=-i 4=1 1 &
<br />(1) #5 REBAR w/ OPT.
<br />F, A41 FIRW-1 9-FIL-11 I
<br />1=1 ITIVIII =-,V I=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" � S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT� - 13" --1 r-O.H.D. RECESS
<br />4'
<br />C0 -4"
<br />A
<br />4"
<br />SEEA1S30RJ/S6` -1 L91 --I, � fl-1,11 1-miij UIP, FtLl F
<br />FOR REINF. INFO. 13" 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 W1
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />E
<br />6 MIL VAPOR BARRIEff I>
<br />.*T
<br />I>
<br />2x STUDS @ 16" O/C
<br />0
<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 W1 TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW-90 AOOK DETAIL
<br />3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />WEEP SCREED INSTALLED
<br />BAR
<br />PER MFR INSTRUCTIONS
<br />#1 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy-- 40ksi
<br />FINISH GRADE
<br />25" MIN. LAP (30" MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />R 17/8"
<br />#5 REINFORCING BAR
<br />it.r. I APSPI IrF=
<br />COMP. SOIL. (COMPACTED TO
<br />�j
<br />95% MODIFIED PROCTOR ASTM
<br />D1557) S, F! � �11:41 B I
<br />41'
<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 />2" HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALA�
<br />,&,0'-0
<br />4 .1 INTERIOR
<br />-3 1/2"
<br />4
<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#) CONCRETES
<br />0?
<br />ce) 6MILVAPOR
<br />BARRIER
<br />� 4tv 14"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0"
<br />-2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />��-1/2" GYPSUM WALLBOARD U.N.C.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />-INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />E
<br />6 x 6 W1.4 x W1.4
<br />�WWF OR FIBERMESH CIO
<br />4 A
<br />S3
<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 />)R
<br />SPACE ANCH I
<br />OR
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />Uj
<br />U.1
<br />0
<br />CL
<br />CL
<br />LU
<br />LU
<br />U)
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. 15 V-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 1' O.C.
<br />W/ T' EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) G
<br />E
<br />6 x 6 W1.4 x W1.4
<br />Q
<br />WWF OR FIBERMESH
<br />9
<br />14111 I= I My �111=
<br />L
<br />11
<br />(2) #5 CONT.--f I -=[I 11 =11 - I
<br />ON 3" CHAIRS
<br />1-rvp 1 11-4" 8"
<br />-
<br />I �1� I :::=7,,
<br />I xxx xx,� \xx/ xxx/
<br />I
<br />"-#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />F�
<br />WALL W/ UPLIFT
<br />rG
<br />SCALE: N.T.S.
<br />�3
<br />SCALE: 3/4"=V-0"
<br />�3
<br />VARIES
<br />SEE PLAN
<br />11/2" RECESS FOR
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />CO
<br />AT 24" O.C. MAX. x
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />4
<br />4
<br />TOP OF BEAM 'V
<br />& LAYOUT DESIGN
<br />�z
<br />A A
<br />SEE ROOF PLAN
<br />00
<br />A
<br />A 7
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />.4
<br />CONNPrTION INFO
<br />-4
<br />I I
<br />- . - - 1;
<br />/--�W T.
<br />TE
<br />LA P
<br />2x4 #2 SYP P.T. FRAMING w/
<br />11
<br />SEE A/S3/J/S6
<br />MIN 7/16" O.S.B. SHEATHING
<br />9
<br />0
<br />z
<br />0
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />COLUMN LOCATION
<br />6x6 P.T. #2 SYP
<br />SLAB INFORMATION.
<br />Uj
<br />UJ
<br />LU
<br />ABU66
<br />SLAB STEP & RECESS S.G.D.
<br />rM
<br />SCALE: 3/4"=V-0"
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />wl 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />MASONRY WALL AND
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL L
<br />MAT REINFORCING.
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />009
<br />2
<br />GRADE 4
<br />--_I �-1
<br />FILLED SOLID (SEE PLAN FOR
<br />I I 1� < - 4
<br />SIZE AND REINFORCEMENT)
<br />LU
<br />E�
<br />0- TJ L-1
<br />Uj
<br />U
<br />BRICK PAVERS or SLAB PER
<br />8 U-1
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<br />z
<br />0'-0" FIN. FLR.jh,
<br />/:7co' MMUNITY SPECS
<br />4
<br />C-0 rr
<br />I 1=1 V11T.1 I M I 1=1 - 1.-, -1 11 -1
<br />FOOTING
<br />-11111 U =111=11=�
<br />BEYOND
<br />PAD REINFORCEMENT-] EARANCE
<br />.4&
<br />SEE FOUNDATION
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />CONIC. PAD INFO.
<br />SEE SCHEDULE
<br />TAPERED COLUMN
<br />FRAMING /C0'�D12
<br />PATIO COLUMN FTG. DETAIL
<br />�N
<br />SCALE; 3/4"= V-0`
<br />SCALE: N.T.S. 1\
<br />�3
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<br />C:)
<br />V) 0
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<br />W/�, "O`FESSIC`Xk��
<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 seal.
<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 3/29/2018
<br />TECH: MIAMES
<br />VERSION No. 5ol
<br />SHEErNO.
<br />S3
<br />
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