|
5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />"OR "0R 1!2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8
<br />e „ „
<br />(U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE
<br />NAILS
<br />BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS
<br />(OR %" GYP. TYPE @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />.) EACH END (WHEN PARALLEL)
<br />GARAGE
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR 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. <_ 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />_ J
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />SHEATHING REQ'D, FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />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".
<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 />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<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 31l4" TAPCONS @ 24" O/C &
<br />E
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10) 10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(2) #5 CONT. ON 3"A r
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />1) LAYER TYPE II #30
<br />( ( )
<br />UNDERLAYMENT FOR ROOF
<br />6 x 6 W1.4 x W1.4
<br />CHAIRS (TYP.) WWF OR FIBERMESH Cl)
<br />r
<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 />INCLUDE THE WALL
<br />PITCH > 4:12
<br />° °
<br />A.F.F.
<br />OR 5/8"x10' WEDGE ANCHOR @ 24"
<br />O.C.) 2�� x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />ATTACHMENTS 2�� 6 x 6 W1.4 x W1 A
<br />WWF OR FIBERMESH
<br />0 o
<br />n
<br />(2) LAYERS TYPE I OR TYPE II
<br />a
<br />a
<br />\
<br />FOR UNDERLAYMENT
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />-I I �I -I I �1 f° . ° ° I = �I I �l
<br />�
<br />�I -I I I I I L-III
<br />i �
<br />a a
<br />a ° ° -
<br />° a ° ° a 4 a a
<br />ELEV.-0'-31/2" Z
<br />31/2"MIN.
<br />•
<br />31/2"MIN. I
<br />'
<br />o
<br />as
<br />a.F.F. o
<br />... o
<br />o
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />.•
<br />' I- _ ' - - I
<br />_ITI„I I I - � I I 1I
<br />°
<br />a a
<br />2x4 CONT,
<br />° a ° a a a
<br />I,_mite.)-
<br />. p • I 4"
<br />U C
<br />_
<br />�
<br />_ o _--'31/2"(min.)- 4
<br />III lll ,
<br />12
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />-� -I rI
<br />1 Il�il� I� I II -1 III
<br />-`I�-II -) I I `1 I r-I I °
<br />- n o
<br />a l a . ° a: e
<br />I °
<br />a ' a a
<br />GARAGE DEPTH VARIES a
<br />O
<br />N
<br />� - - - P •. 1 -I I -I I �
<br />31/2 (min. - 4 I �I I -I I I�1=
<br />=LI= I 1 '
<br />.� f= I I-ITI-
<br />31/2 (min.) - 4 =T= fir
<br />"
<br />(TYP,) VARIES
<br />TRUSS (SEE UPLIFT SCHED. W/
<br />)
<br />METAL PL. UNDER EA. TRUSS
<br />8„ I,[ I I_ Irl
<br />a
<br />° ° a
<br />_ -
<br />-I I �l =I I I
<br />J.1-
<br />�-
<br />g
<br />,;,II�.I�.i�l
<br />MOISTURE BARRIER
<br />(2) #5 CONT.
<br />4 1 4 8
<br />(2) #5 CONT. 4 i g
<br />TYPICAL INTERIOR BEARING
<br />U.N.O. MIN.
<br />INSU ION LE
<br />SHINGLE ROOF
<br />7/16"O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL C
<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" S3
<br />SCALE: 3/4"=V-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />-
<br />INFORMATION.
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />�No°�S
<br />coNsoc�R��t
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />e
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />\12'N.O.
<br />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 @ 16" O/C
<br />M�N���o S
<br />SCREWS 7" O.C.
<br />@
<br />SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />10 Nc�N
<br />co
<br />1 ROW 2x BLOCKING MID HGT.
<br />O °�
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />FOR WALL HGT. <_ 8'-6". (2)
<br />NOTE:
<br />INSULATION PER
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />Vx P.T. STUD
<br />2 ROWS OF 2x BLOCKING THIRD POINTS
<br />() @
<br />APPLICATION
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR
<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 />PLAN
<br />1x2 P.T. HORIZONTAL
<br />SEE CC/S3 OR c`i�
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />LAYERS W/TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"x6" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8 THICK.
<br />K.O. BLOCK
<br />(10)10d NAILS
<br />5/8"DIA. EXPANSION BOLT 24 " O.C.
<br />@
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" 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 w/ (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 />#5 REINFORCING
<br />SPACE ANCHOR E
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 -
<br />w/ (10)10d NAILS -
<br />i.t
<br />2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />W
<br />;' _
<br />END OF 2" x PLATE WWF OR FIBERMESH
<br />,
<br />1x2 PT WD FURRING @ 24" O.C.
<br />ARCHITECTURAL
<br />FINISH
<br />TYP. '-
<br />ASSUMED FINISHED
<br />• GRADE
<br />.-
<br />s=
<br />�, - . ° • - '
<br />o ' '
<br />PER MFR INSTRUCTIONS
<br />z
<br />#3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE GRADE
<br />Lu
<br />40 MIN. F = 40ksi a
<br />y-
<br />_m A
<br />r o
<br />-
<br />FINISH GRADE °O
<br />[GRADE
<br />60 MIN. Fy= 60ksi]
<br />_o
<br />-iI�IMR.. I II F]I�II1= _,
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />MONO OR STEMWALL ° ?
<br />M o D •
<br />r_ _-
<br />1
<br />25" MIN. LAP [30"MIN. LAP]
<br />g
<br />III II I -III-I
<br />"=I ° 1 I_ I I 1L►-
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR LOCATIONS}
<br />FOOTING MONO SHOWN p > °o D P
<br />FOR CLARITY ° _ _ _ _ _
<br />o I=1=1 I I-III=1=�
<br />6 MIL VAPOR BARRIERI T I o a
<br />c.
<br />I- I I
<br />-i-
<br />,' I I=1 I -I I1=1 I = °°
<br />r-
<br />I (=1 I �. N z
<br />#5 REINFORCING BAR
<br />R 17/8
<br />I -, I I I I I = _ - _- --
<br />I I I I �I IH I I I ►=
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />p p °=1
<br />° I I I=1 I I=1 I I=i I 1=1 I I -I 11- ?
<br />o° 1=III=1 1=1 I III=11=� i
<br />, 1 ' .
<br />I I •
<br />I r
<br />I I I I- 11=I I �I
<br />#5 LAP SPLICE
<br />(2) #5 CONT. -� -
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />_
<br />NOTE: g ° ° III=III=I 11=1 11E1(1=1 11= N
<br />*FOR BEARING WALL I=1 I I-III=III-III=III-' r
<br />_1 I 0 ®
<br />COMP. SOIL, (COMPACTED TO _
<br />I L I -
<br />I
<br />- -III-
<br />36" MIN. LAP [36"MIN. LAP]
<br />„
<br />ON 3 CHAIRS
<br />�,P) 8" 1'_4" 8"
<br />FILLED CELL TYPICAL
<br />_ _ - _ -i
<br />W/ UPLIFT ONLY - ___
<br />_
<br />95% MODIFIED PROCTOR ASTM 1 - I LI I I 1= 1 �I1 -I I
<br />,
<br />'I I II I I,LrI
<br />10"
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />co AT GARAGE CONTRACTOR
<br />cn
<br />TO CUT BLOCK OR POUR
<br />III=III=III=III=III-III=I I ITI I I-III-1 I I=I i I=III=LI I=III=III=I
<br />-III-III-III-III-III-III-I 11-I I I-III-III-III-III-1I1-I I I-1
<br />D1557) I II r
<br />4" V-4"
<br />I III , I,� -
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />-ITI-I I_-1 I ITiI 11 1111I I I I L ;III-III-Ill-1 �-
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLABWl6X6
<br />aw NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS
<br />F
<br />WALL W/ UPLIFT G
<br />W1 AXW1.4 WWF OR
<br />FIBERMESH
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=V-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S.
<br />S3
<br />�- _
<br />SCALE: 3/4 -1 0 S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />L i
<br />_ Z
<br />Cl, d I I 1 I
<br />g
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />VARIES -
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />°
<br />�_
<br />I
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH N
<br />6 MIL VAPOR d _-
<br />t �r 1
<br />- _z �-
<br />min.) 4'
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />M
<br />a
<br />BARRIER 4
<br />_� �I
<br />(
<br />_
<br />_ ° ' a -v GRADE
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />COMP, SOIL.
<br />(COMPACTED TO 95%_ I-
<br />r-
<br />°O _ _ - _ - - _��"-'r
<br />_- - - Q ' = r� I t 1 I T i-
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />-
<br />- . ' ° Q
<br />Tff-I TI1
<br />- - (1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
<br />a:: A
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />_
<br />1 i I11� - I I IC-riEIV ENCLOSURE
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />-'
<br />N �'
<br />3" MIN. CLR.
<br />_ I 1 I I
<br />BEAM SIZE &
<br />r
<br />a '
<br />(2) #5 REBAR CONT.
<br />�� " "
<br />ON 3 CHAIRS TYP. 4 1-4
<br />STD. 90 HOOK SEE
<br />(
<br />i
<br />4-
<br />t
<br />CONNECTION INFO
<br />r, . a'Il
<br />_
<br />U.N.O.
<br />DETAIL)
<br />MIN
<br />Pt4�
<br />I
<br />I
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/I
<br />III, -I , I , II
<br />SEEA/S3/J/S6 �' '-�� '
<br />TYPICAL WALL SECTIONI
<br />rA
<br />TYPICAL THICKENED SLAB EDGE L
<br />7„6"
<br />os.B.
<br />Z
<br />MIN7/16"O.S.B,SHEATHING
<br />ATTACHED PER NAILING
<br />g��
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = V-0"
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />_ w
<br />SCHEDULE
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />>
<br />�
<br />J
<br />6x6 P.T. #2 SYP
<br />SLAB INFORMATION.
<br />o
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />W
<br />W
<br />ABU66
<br />SLAB STEP & RECESS S.G.D.K"M�
<br />01-01, CONT. BEAD SEALANT
<br />OPT: DEPRESS SLAB 512"
<br />SCALE: 3/4"=1'-0" S3
<br />DEEP AND 6" BEYOND
<br />a
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />° 2X STUDS 24"
<br />.� INTERIOR @ O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />4 ° ` 31/2„
<br />°
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS q z
<br />13' r
<br />O,H.D. RECESS E d
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />O.C.
<br />PAD FOOTING
<br />PAVERS
<br />CONCRETE NAILS W 1 1/2'
<br />GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS c
<br />EMBEDMENT @ 12" O.C.
<br />W/ DRYWALL SCREWS @ 8"O.C,
<br />_
<br />TO FOUNDATION PAD d-
<br />+. "
<br />r " '• ' ' • + .+ ..
<br />.I. + �-+' '
<br />STAGGERED, FROM BOTTOM
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. r '
<br />t I - - - 'e• -
<br />-,%7-
<br />-_ I r
<br />_• _
<br />M ' ' ° '' `. ' = ' I
<br />PLATE TO CONCRETE
<br />SHEAR 180# MIN.CONT.
<br />ON FLOOR PLAN
<br />BEAD SEALANT
<br />�7
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />Cl)
<br />z
<br />a
<br />GRADE
<br />"4(MIN.
<br />r
<br />TENSION 120#) CONCRETE SLAB
<br />FILLED SOLID PLAN FOR
<br />co
<br />- 4
<br />+ +.
<br />INS,- - 11�
<br />*-
<br />co
<br />I I1 ,� •, r
<br />1==_11 :: :'
<br />= 6 x 6 W1.4 x W1.4 cat
<br />r,
<br />(SEE
<br />SIZE AND REINFORCEMENT)
<br />-_ - - - a
<br />1= =111=111-1'
<br />; .
<br />�j
<br />',�I III •�•a•'+t'.� LL! 1
<br />; .. -4 11�
<br />t I) •�e.'+. -1
<br />_ �°
<br />C
<br />'' WWF OR FIBERMESH ;
<br />c�
<br />Z =
<br />I- W
<br />° a=11
<br />-(I 1= I •� I -I 1 k
<br />= �1 +� 1T
<br />°° vit_
<br />°
<br />BRICK PAVERS SLAB PER
<br />o W-1=11
<br />W
<br />I=I I Z
<br />1-) •
<br />•::�'
<br />-1 ,:::
<br />_ _ _= i-
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<br />COLUMN FRAMING CD12
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<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=1'-0" ��
<br />SCALE:3/4"=1•-0"
<br />SCALE: N.T.S. S3
<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 />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 : 10/2/2018
<br />TECH: MJAMES
<br />VERSION NO. 5al
<br />SHEET NO.
<br />S3
<br />
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