|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.)
<br />VARIES
<br />INSU
<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. WAL
<br />LS
<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 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 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 />7116" O.S.B. MIN, SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />ELEV. VA
<br />ALUMINUM DRIP
<br />EDGE
<br />LUMINUM FASCIA
<br />%12' N.O. 2x SUB FASCIA
<br />SOFFIT
<br />SHEET
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />------ARCHITECTURAL
<br />FINISH
<br />1 x2 PT WD FURRING @ 2
<br />All O.C.-/
<br />(1) #5 VERT. IN FILL
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O. CELLS(SEE
<br />FOUNDATION PLAN
<br />Cn
<br />CD FOR LOCATIONS)
<br />C:)
<br />1X4 P.T. BASE NAILER
<br />!%1A
<br />E
<br />A
<br />2
<br />. /NO.
<br />,c"r__ 4"X4" INSPECTION
<br />-4 3 1/4" BASEBOARD-----\\ PORT AT EACH
<br />LO I I r_1 III r1i /I FILLED CELL TYPICAL
<br />;z
<br />MIN. 2500 PSI CONIC. SLAB
<br />M
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />(0
<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 />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />Cj
<br />1
<br />00 z
<br />6 MIL VAPOR
<br />60
<br />C:>
<br />BARRIER 4
<br />C;l
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />=1 I 11:7:
<br />i-T
<br />LO
<br />MODIFIED PROCTOR
<br />i
<br />ASTM D 1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP.
<br />4" 114"
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" V-0i"
<br />�3
<br />00
<br />CD
<br />E
<br />0
<br />1/2"
<br />OPT: DEPRESS SLAB 5
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS---i,
<br />2x#2SPFSTUDS
<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 />1>
<br />I�Ei I r."
<br />M11-11- I , ,
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT.FORWALL HGT. !� 8'-64'.(2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. W13 (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
<br />9
<br />. ". I:X
<br />AIRIPI =R 1=1 1
<br />8"
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT GG
<br />K`G G
<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) 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"=V-0i"
<br />S3
<br />2x S. P. F, STUDS
<br />�@ 16" O.C.
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.C.) (OR %" GYP. TYPE "X" @
<br />GARAGE WIA HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />8"16" NOMINAL BLOCK WITH
<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"'x3/16" PLATE WASHER (TYR)
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C.
<br />ELEV. 0'-0" OL OR 5/8"x10'WEDGE ANCHOR @ 24"
<br />211-
<br />A.F.F. O.C.)
<br />CD 3 1/2" M IN.
<br />4 A 1 4 ELEV. 4-3 1/2"
<br />4
<br />4 4
<br />A A.F.F. 0
<br />2x4 CONT�/ <
<br />ILL
<br />2�
<br />4
<br />7VIll
<br />-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH -TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />(U.N.O.) (OR V8" GYP. TYPE "i @
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />10
<br />EACH END (WHEN PARALLEL)
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />(10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE
<br />j
<br />(10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />STUD BELOW
<br />TOP PLATE
<br />STUD BELOW
<br />.2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12) 1 Od NAILS
<br />�1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />W/
<br />v
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/
<br />v
<br />1) ROW 2x BLOCKING @ MID HGT. FOR
<br />HGT. < F-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />2"1 PLATE WASHER (TYP.)
<br />Y
<br />WALL HGT. < F-13". (2) ROWS 2x BLOCKING
<br />FOR WALL HGT. > 8'-6".
<br />4'
<br />(ALT: 1/2"xl 2" TITEN H D @ 24"
<br />@ 3rd PTS FOR WALL HGT. > F-61",
<br />-INSULATION PER CHART ON FLOOR PLAN
<br />'C HO R
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />@ 24" O.C.)
<br />INSULATION PER CHART ON FLOOR PLAN
<br />I
<br />"SIMILAR AT FOUNDATION ONLY"
<br />ONLY
<br />SIMPSON SP1 w/ (10) 1 Od NAILS
<br />THE
<br />IF NOTED, THIS REFERS TO THE
<br />JAND
<br />SIMPSON SP1 w/ (10) 1 Od NAILS
<br />)N
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE
<br />L NOT
<br />REINFORCEMENT AND WILL NOT
<br />2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />INCLUDE THE WALL
<br />ATTACHMENTS 211
<br />/2'
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />3 1/2" M IN.
<br />1/2"(min 4"
<br />CD
<br />CN A A
<br />F
<br />00 00 . 1==.
<br />3 1/2"(min..). 3 1/2"(min.).; 4',:,
<br />GARAGE DEPTH VARIES
<br />i71LWTI t 1=1 -1
<br />1 4 .
<br />va=,R! -1
<br />(2) #5 CONT. 0IR - I I -
<br />4" ill 11 81, (2) #5 CONT. 4" _'-4
<br />U.N.O. MIN. U.N.O. MIN.
<br />GARAGE SLAB AT STEP V-) TYPICAL BEARING WALL @ STEP
<br />rB TYPICAL BEARING WALL STEP SHEARWALL
<br />SCALE: 3/4"=V-0"
<br />r
<br />2x STUD
<br />8" C. M. U.
<br />1 "x P T STUD
<br />#5 VERT. IN FILLED CELL
<br />04
<br />LT
<br />5/8"4" "J" BOLTS BO
<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 />I L
<br />GRADE
<br />00
<br />:>
<br />WrF _�_2
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SCALE: 3/4"=1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL �S3
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"--\
<br />4
<br />4
<br />GRADE
<br />00
<br />I=
<br />iEE,�11 IF- L J�Fl 1 1=1 111 17-11111#1 AIJI=
<br />�-T(1) #5 REBAR W/ OPT.
<br />S
<br />. Fl�l I fil �I I F.=I I I -
<br />Tift QREEN ENCLOSURE
<br />MIN.
<br />ICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=1'-0'
<br />'"'li S3
<br />BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />1
<br />1
<br />EXPANSION JOIN
<br />14"
<br />O.H.D. RECESS IT
<br />13"
<br />O.H.D. RECESS
<br />=l
<br />co
<br />A
<br />/L
<br />C1)
<br />7.
<br />4" 00
<br />--7=
<br />"d 00
<br />4'
<br />I'
<br />IEEI I IHEI
<br />F
<br />77 Hr
<br />FiLLP'
<br />SEE A/S3 OR J/S6 -'-lL1T1_1T1T_1_F UIT
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1 f4" (i STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />i
<br />`�8" (2 STOq)
<br />GARAGE DOOR SLAB RECESS
<br />SCALE: N.T.S.
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SEE A/S3 OR J/S6 -1 L rTjI 11117
<br />FOR REINF. INFO. MIN. CLEARANCE
<br />L T_1_1L
<br />V-4" (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N,T.S.
<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" 01C 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 />I
<br />lc�
<br />E
<br />"SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0"
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />oos
<br />N-0
<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.
<br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK
<br />SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD
<br />2X FIT PLATE
<br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />WEEP SCREED INSTALLED
<br />BAR
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />GRADE 40 MIN. Fy= 40kSi
<br />>
<br />#3 & #4 LAP SPLICE
<br />[GRADE 60 MIN. Fy-- 60ksil
<br />FINISH GRADE
<br />co 0.
<br />J 25" MIN, LAP [30" MIN. LAP]
<br />14 "9
<br />AA, xl�� �� ��^ �A
<br />6 MIL VAPOR BARRIE I> t", C? A
<br />R 17/8"
<br />#5 REINFORCING BAR
<br />�2 2 #5 LAP SPILICF
<br />[it
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />D1557)
<br />4" V-4"
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1 0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />21" HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01 CONT. BEAD SEAL4
<br />-01, 0
<br />INTERIOR
<br />4 -3 1/2"
<br />I
<br />CONCRETE NAILS W 11/2"
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE
<br />_F
<br />C0 6 MIL VAPOR
<br />BARRIER
<br />14" 14" 1
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />11
<br />SCALE: 3/4"=V-0
<br />-2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />`��-1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS I 8"O.C.
<br />LOOR PLAN
<br />ONF
<br />CONT. BEAD SEALANT
<br />6x6W1
<br />.4 x W1.4
<br />co
<br />WWF OR FIBERMESH
<br />11
<br /><
<br />KI
<br />S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/
<br />(10) 1 Od NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />_j BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />ui
<br />0
<br />LU t
<br />0 ) A
<br />CL
<br />CIO
<br />11 1 M
<br />U.1
<br />LU
<br />U)
<br />R
<br />FROMJ
<br />TE
<br />1/2"(min.)- 4"
<br />CC
<br />S3
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. 15 F-T. (2)
<br />WS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > F-13".
<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 />3500#, MIN. TENSION 2600#)
<br />= E
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />(2) #5 CONT.-f I
<br />ON " CHAIRS L
<br />3 8.
<br />1'4" 8"
<br />(TYP
<br />)
<br />ITY1 !TITI�vl I
<br />- * = C:)
<br />.
<br />4" -
<br />, " /
<br />101,
<br />.........
<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 />SCALE: N.T.S.
<br />SCALE: 3/4"=V-0"
<br />VARIES
<br />SEE PLA N
<br />1 1/2" RECESS FOR
<br />6 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
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />SEE PLAN FOR jk
<br />& LAYOUT DESIGN
<br />TOP OF BEAM '1
<br />SEE ROOF PLAN
<br />OP
<br />A A
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />= 4,
<br />7
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />7
<br />2x4 P.T.
<br />PLATE
<br />2X4 #2 SYP P.T. FRAMING W/
<br />SEE A/S3/J/S6
<br />1 .11
<br />7/16"
<br />MIN 7/16" O.S.B. SHEATHING
<br />I
<br />O.S.B.
<br />U)
<br />z
<br />0
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />I
<br />Uj
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />COLUMN LOCATION
<br />>
<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 />�3
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2X4 P.T. BTM. PLATE
<br />w/ 1/4"1 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 />A
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />SIZE VARIES PER PLAN
<br />Cl)
<br />W/ MIN. (2) #5 VERTICALS
<br />00
<br />GRADE
<br />FILLED SOLID (SEE PLAN FOR
<br />I -M-
<br />SIZE AND REINFORCEMENT)
<br />U
<br />0
<br />z
<br />4
<br />4
<br />- - -
<br />z
<br />P: 1-- LU 0
<br />a. W
<br />I
<br />-I I
<br />571
<br />W
<br />BRICK PAVERS or SLAB PER
<br />W
<br />0 W U)
<br />0 0 0
<br />'4
<br />'9 1 E7
<br />11 1 1 tt
<br />;2�
<br />0'-0" FIN. FLR.A
<br />COMMUNITY SPECS
<br />U_
<br /><
<br />LU
<br />lip
<br />r-
<br />- - - - --
<br />-11 El I [A I 1=
<br />MIFIMEE
<br />-11
<br />-
<br />FOOTING -j
<br />BEYOND
<br />PAD REINFORCEMENT
<br />fill
<br />3" MIN. CLEARANCE
<br />..
<br />SEE FOUNDATION
<br />(SEE SCHEDULE)
<br />FOOTING WIDTH
<br />CONIC, PAD INFO.
<br />0
<br />SEE SCHEDULE
<br />'0
<br />�12
<br />TAPERED COLUMN FRAMING t/CD
<br />PATIO COLUMN FTG. DETA I L
<br />rN
<br />SCALE: 314"= V-0" \��
<br />SCALE: N.T.S.
<br />CD �9
<br />0
<br />C)
<br />(D
<br />4--J LU
<br />ru M
<br />U
<br />0
<br />V)
<br />V)
<br />E
<br />0
<br />M
<br />CO
<br />CD
<br />r-
<br />E
<br />0) M
<br />CU M
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<br />To the best of the Engineers knowledge, information and belief,
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<br />drawings comply with the 2017 Florida Building Code -
<br />Residential 6th Edition, Engineers signature and seal is only for
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<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 3/7/2018
<br />TECH: JMUROSKI
<br />VERSION N
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<br />SHEET NO.
<br />S3
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