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<br />7/11- - /r
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d
<br />TOE NAILS
<br />BLOCKING @ 12" O.C. wl (2)12d TOE NAILS
<br />(OR %" GYP. TYPE @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />.) EACH END (WHEN PARALLEL)
<br />O
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE
<br />ABOVE ) SEE UPLIFT SCHEDULE FOR
<br />UPLIFT
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />STUD BELOW
<br />TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS
<br />@ 16" O.C. U.N,O.
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />(12)10d NAILS U.N.O.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />_I
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />16d TOENAILS T & B FOR WALL HGT. > T-6".
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x
<br />INDICATED ON THE PLAN, ATTACH FOR WALL HGT. > 8'-6".
<br />BLOCKING @ 3rd PTS
<br />2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />(ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z
<br />APPLICABLE.
<br />MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @FIELD
<br />ON FLOOR PLAN
<br />O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />E
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10)10d
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />NAILS
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />(1) LAYER TYPE II (#30)
<br />2 #5 CONT. ON 3" r
<br />() 6 x 6 W1.4 x W1.4
<br />CHAIRS (TYP.) Cl)
<br />T
<br />°'
<br />ELEV. 0'-0"
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF
<br />PITCH > 4:12
<br />WWF OR FIBERMESH
<br />OIL -OR
<br />5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />6 x 6 W1.4 x W1.4
<br />D °
<br />°
<br />(2) LAYERS TYPE I OR TYPE II
<br />a
<br />�'
<br />A.F.F.
<br />O.C.) 2 WWF OR FIBERMESH
<br />ATTACHMENTS 2" \ WWF OR FIBERMESH
<br />FOR UNDERLAYMENT
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />- I =- I 1=I m ° D D I= I _-
<br />p .. _I� r -
<br />-III- I 1=I I I III- T
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<br />ELEV-0'-31/2" Z
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<br />A.F.F.
<br />31/2"MIN.
<br />___
<br />D
<br />°
<br />31/2"MIN. I
<br />D ,
<br />°
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />„I I I I I - ° ' _ _ _ _ - I
<br />-1T I I -III-I 111-I I 11I 111 1I i I�
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<br />° a ° ° a 2x4 CONT.a ° a a
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<br />b ° I I-III=III=T 1/2"(min.)-
<br />O0 _ D ° ° • - 7I1 _ I'
<br />_III-�-
<br />4"
<br />_
<br />° - I I L �=131/2"(min.)- V
<br />eo - T=
<br />-
<br />12
<br />HURRICANE ANCHOR @ EACH
<br />1�-I I 1=11 I 1 I I_TI=�
<br />T =1 -I I 1=� -I I 111-)1 I- I `
<br />I = I- -�
<br />I
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<br />° °
<br />GARAGE DEPTH VARIES
<br />31/2"(min. - 4"=1 I I - 11� � �1_lT
<br />_-
<br />-III-I I
<br />-
<br />31/2"(min,),; 4" =ITf- I -I I 111=
<br />_
<br />jI F
<br />(TYP.) VARIES
<br />TRUSS SEE UPLIFT SCHED.) W/
<br />(
<br />METAL PL. UNDER EA. TRUSS
<br />s 1-
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<br />°
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<br />(2) #5 CONT.
<br />_ ,� IT11
<br />(2) #5 CONT.
<br />MOISTURE BARRIER
<br />4„ 1,�„ 8„
<br />1,4
<br />TYPICAL INTERIOR BEARING
<br />MIN.
<br />U.N.O. MIN.
<br />INSUL ION LE
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT rGG
<br />GARAGE SLAB AT STEP rB
<br />U.N.O.
<br />TYPICAL BEARING WALL STEP SHEARWALLrc
<br />TYPICAL BEARING WALL @STEPrcC
<br />NAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION SCALE: 3/4"=1'-0"
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />-
<br />5/8" OR 1/2" HIGH
<br />�-ALUMINUM DRIPSTREN
<br />TH CEILING
<br />EDGE
<br />BOARDGPER CODE (OR 5/8"
<br />GYP. TYPE "X" @GARAGE
<br />ALUMINUM FASCIA
<br />1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING
<br />e�
<br />W/A HABITABLE ROOM
<br />12
<br />N.O. 2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS 1
<br />@ 6" O/C
<br />M`N`V�JS
<br />SCREWS @ 7" O.C.
<br />SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />1CCN��tJ
<br />(1) ROW 2x BLOCKING @MID HGT.
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />FOR WALL HGT. s 8'-6". (2)
<br />NOTE:
<br />INSULATION PER
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR
<br />PLAN
<br />FILLED SOLID W/GROUT
<br />- #5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />1x2 P.T. HORIZONTAL
<br />SEE CC/S3 OR N
<br />G/S3 FOR ANCHOR
<br />LAYERS W/TOTAL THICKNESS 7/8" OVER
<br />METAL LATHFIRST 2 LAYERS 7/8 THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL
<br />SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16"(10)
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1*/8"THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE 'IS" MORTAR
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 wl (10) 10d NAILS @ EA. STUD
<br />2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />(6)1/4"x31/4" TAPCONS
<br />*SIMPSON SP1 SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP 24" MIN. LAP]
<br />[
<br />#5 REINFORCING
<br />SPACE ANCHOR
<br />E
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �,
<br />w/ 10 10d NAILS -
<br />( ) N 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR �
<br />w
<br />END OF 2" x PLATE WWF OR FIBERMESH r :�
<br />,
<br />1x2 PT WD FURRING @ 24" O.C.
<br />ARCHITECTURAL
<br />FINISH
<br />TYP.
<br />ASSUMED FINISHED
<br />ii-�, ' GRADE
<br />=
<br />- - D D • D
<br />'
<br />�
<br />PER MFR INSTRUCTIONS
<br />z
<br />#3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE
<br />o
<br />GRADE 40 MIN. Fy= 40ksi a
<br />D °
<br />_ �T "r� m ° D i I 77�' -
<br />-11 � -III I �
<br />GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />MONO OR STEMWALL z
<br />g_
<br />FOOTING MONO SHOWN
<br />r ° p
<br />�,, - - - a D.
<br />11=1 1
<br />FINISH GRADE 00
<br />25" MIN. LAP [30" MIN. LAP]
<br />GRADE 60 MIN. F - 60ksi] �
<br />[ y g
<br />w
<br />III p .. III--III-I I Ir
<br />I fl TI1- i = o ; •1/2"
<br />�°U.N.O.CELLS(SEE /vwl
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />�
<br />FOR CLARITY ° _ _ _ _
<br />o -III-III-III-III=III=�
<br />-I -I -
<br />6 MIL VAPOR BARRIER -� I I p D °
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<br />T I
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<br />#5 REINFORCING BAR
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<br />R 1 7/8„
<br />f I=_ I=
<br />� I I=I I 1=I I �( T- '
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />° -_ _ _ -_ z
<br />I I I I I -I I I-i I I I I -I I I- _
<br />o°=1=III-1 I=1=III=1
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<br />#5 LAP SPLICE
<br />(2) #5 CONT. _ I --
<br />-T=��, , , 1-1 I I, , , I
<br />ON 3" CHAIRS �`
<br />31/4' BASEBOARD
<br />PORT AT EACH
<br />NOTE: _
<br />g III=III=III= � III= T
<br />*FOR BEARING WALL ° D D =) i-III- -III-
<br />I II °
<br />COMP. SOIL. (COMPACTED TO �� D _
<br />- _ _ _
<br />I II I I� I
<br />- -
<br />- �__ �
<br />36" MIN. LAP [36" MIN. LAP]
<br />(TYP.) 8" 1-4" 8"
<br />MIN, 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY _ _ -_ __ __=_ =
<br />I--
<br />95% MODIFIED PROCTOR ASTM I �- �T=1 I I �IT TMI III
<br />1 1 ITI-_ (�=
<br />10"
<br />MIN PSI MAY VARY PER
<br />M AT GARAGE CONTRACTOR
<br />cn
<br />_ _ _ _ _ _ _ -_
<br />1--I=I-==I-I=I I -I I=III=I I-III=I I 1=I I
<br />-III- = I- I- - -III- 1=III- 11= =III-1
<br />D1557) - I"'�-I
<br />4" 1-4"
<br />I- I n
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />-
<br />--I I -III -I I„II II;
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />II-1TI-Ti=
<br />CONCRETE SLAB W/6X6
<br />NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS
<br />F
<br />WALL W/ UPLIFT G
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />- DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />„_ ,
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 ���3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />_
<br />SCALE: 3/4'-1-0 ���3
<br />SCALE: N.T.S.
<br />S3
<br />„_ „
<br />SCALE: 3/4 -1-0 �S�3
<br />E
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />T _ T=
<br />M
<br />I'
<br />6 x 6 W1.4 x W1.4
<br />SEE PLANSEE
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />D
<br />-
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />ROOFS
<br />WWF OR FIBERMESH
<br />6 MIL VAPOR1 D f I
<br />_ = z_
<br />min.) 4"
<br />10d NAILS TO TRUSS TOP CHORD
<br />"
<br />FOR
<br />IN °
<br />M <
<br />BARRIER , p 4 ",
<br />flp
<br />, ' A _
<br />° GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />k . x
<br />CONNECTION INFO
<br />I I=
<br />COMP. SOIL. o
<br />- a
<br />°O _ _ _ - _ _ - - - -�
<br />m- n T�
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />a -
<br />a
<br />(COMPACTED TO 95% n I:71 I I T� I I I
<br />- _ _ _ a -1
<br />(1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN,__.
<br />- - -
<br />v a-
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />' S RE ENCLOSURE
<br />E TI 1 = I -(I T_ �, Fr�r
<br />=T
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />,- = ; I;I-co
<br />-r
<br />I� E
<br />MIN. CLR.
<br />�=
<br />-
<br />BEAM SIZE &
<br />N d
<br />T
<br />3"
<br />(2) #5 REBAR CONT.
<br />1 STORY
<br />( )
<br />I
<br />41�T 1 I Ir
<br />CONNECTION INFO
<br />M - _
<br />11'-4"
<br />ON 3" CHAIRS TYP.
<br />4" V-8" (2 STORY)
<br />STD. 90 HOOK (SEE
<br />DETAIL )
<br />MIN.
<br />2x4P.T.
<br />'
<br />- 1
<br />U.N.O.
<br />a PLATE
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />-I 1 1 I
<br />SEE A/S3/J/S6 T �"'- "-
<br />MIN 7/16" O.S.B. SHEATHING
<br />- 8"
<br />TYPICAL WALL SECTIONg
<br />rA
<br />TYPICAL THICKENED SLAB EDGE L
<br />°LAB'
<br />Z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />SCALE: 3/4"=1'-0" S3
<br />w_
<br />�
<br />Q
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.�
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />>
<br />J
<br />6x6 P.T. #2 SYP
<br />SLAB INFORMATION.
<br />2,> HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALANT
<br />J
<br />LU
<br />W
<br />ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />OPT: DEPRESS SLAB 5 %"
<br />SCALE: 3/4"=1'-0" S3
<br />DEEP AND 6" BEYOND
<br />.�0�"0��
<br />Q
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />° ° INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT ^
<br />° ° 3 1/2"
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />O.C.
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS z
<br />13"
<br />O.H.D. RECESS
<br />a
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS
<br />- M
<br />`�"
<br />•-
<br />CONCRETE NAILS W 1 1/2'
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />^
<br />EXTEND FILL CELLS �
<br />+. "
<br />M
<br />`�
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS 8"O.C.
<br />@
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD °
<br />MAT REINFORCING.
<br />CONT. FOOTING STEEL
<br />r
<br />� rr�
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<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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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 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 />4600 W. Cypress St, Suite 2001 Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE : AS NOTED
<br />DATE : 07/08/2019
<br />TECH: FM
<br />VERSION NOa 4,1
<br />SHEET NO.
<br />S3
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