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00
<br />C=)
<br />O)
<br />i
<br />i
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />„ TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/
<br />1!2 HIGH STRENGTH
<br />(U.N.O.) (OR V GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END
<br />(U.N.O.) (OR / GYP. TYPE X @ (2)16d TOE NAILS @EACH END
<br />(U.N.O.) "
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl
<br />ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl
<br />S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />TOP PLATE
<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 @ 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 FITS
<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'-6". (2) ROWS 2x BLOCKING @ 3rd FITS
<br />1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6".
<br />@ 3rd FITS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. d
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />INSULATION PER CHART ON FLOOR PLAN
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,�
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10)10d NAILS
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />(1) LAYER TYPE II (#30)
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N_
<br />CHAIRS (TYP.) `o
<br />_
<br />"' ELEV. 0'-0"
<br />2"0x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />2x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF
<br />PITCH > 4:12
<br />WWF OR FIBERMESH
<br />OIL
<br />O.C. OR 5/8"x10' WEDGE ANCHOR �� x 6 W1.4 x W1.4
<br />6 x 6 W1.4 x W1.4
<br />° °
<br />°
<br />(2) LAYERS TYPE I OR TYPE II
<br />° a a ° A.F.F.
<br />@ 24" O.C.) 2 WWF OR FIBERMESH
<br />2" WWF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />UNDERLAYMENTFOR ROOF PITCH 4:12 OR LESS.
<br />- I —I -�-I m I I=I I o
<br />° APE,
<br />° ° 0
<br />a ° a ° aa °ELEV-0'-31/2" Z
<br />Q° a p° A.F.F. O
<br />31/2" MIN.
<br />- --
<br />31/2" MIN.
<br />,FOR
<br />SEE R905. PRE ENGINEERED WOOD
<br />@ 24" O.C. U.N.O.
<br />'-1I_T I I I ' - I
<br />� --— — 1
<br />-,=- =JI -� —I I
<br />° ° 2x4 COAT. ° °
<br />° ° ° ��
<br />° ° ° ° g ° a ° o
<br />dTRUSS
<br />_ _
<br />b I „ )
<br />° °•
<br />i I=III T, : 131/2 (min. - 4'
<br />� -
<br />—I — I I-1�—
<br />_REQUIREMENTS
<br />b .�
<br />° ° ° . I I1=I I —I I I='31/2" min. - 4"
<br />( )
<br />1- — I=11 I-
<br />IF
<br />12 HURRICANE ANCHOR EACH
<br />@
<br />TI I —I I I
<br />-III I=I I II I I a
<br />I 1° a -
<br />° 4 a ° ° ° a
<br />GARAGE DEPTH VARIES °
<br />_ _
<br />— ° •'
<br />31/2"(min.)- 4" I I f=LL L —III III=III—
<br />— D • _ _I
<br />31/2"(min.) - 4" I �J I —I I I I I11
<br />(TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />g„ - �I�,T�
<br />° °
<br />° ° a g ° 4
<br />�_=I =IJ I
<br />_
<br />_ II I I I I T
<br />III- I I �) I (=TI:1
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />(2) #5 CONT. 4„-'"1,;,' "' "' 8„
<br />(2) #5 CONT. 4" "'-I Ij,,'
<br />MIN.
<br />INSULATION LE 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 />U.N.O.
<br />TYPICAL BEARING WALL @ STEPrcC
<br />NAISAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE: 3/4"=V-0" 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 ALUMINUM DRIP
<br />�°���I
<br />STRENGTH CEILING EDGE
<br />BOARD PER CODE AR E ALUMINUM FASCIA
<br />GYP. TYPE X @GARAGE
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS 4" 0/C
<br />°�
<br />ABOVE) WIDRYWALL EE SOFFIT
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD.
<br />�M
<br />SCREWS @ 7" O.C. SHEET
<br />LOAD BEARING OR 2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING SEAMS.
<br />@
<br />�N�M �a
<br />,�o �N�°
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />CEILING & 8" O.C, WALLS
<br />EXTERIOR WALL 8" C.M.U.
<br />(2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0!C
<br />/
<br />NOTE: FOR WALL HGT, < '- "
<br />8'x8"X16" KNOCK -OUT
<br />INSULATION PER BLOCK W/ 1#5 COAT.
<br />1"x P.T. STUD
<br />THIRD POINTS
<br />ULATION PER CHART ON FLOOR PLAN
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR FILLED SOLID W/GROUT
<br />PLAN
<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 LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL
<br />SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />NAILER 8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />LT
<br />5/8"° x 10" "J" BOLT @ 24" O/C W! 2"°X 3/16"
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />(10)10d NAILS
<br />STD. 90-HOOK (SEE DETAIL)
<br />(IF UP LIFT ON @ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />PLATE WASHER TYPICAL
<br />IMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />TYPE "S" MORTAR
<br />WALL SEE GG/S3)
<br />(6) 1/4"x3 1/4" TAPCONS
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SPACE ANCHOR
<br />E
<br />SIMPSON SP1 SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR 2X P.T, PLATE
<br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />BOLTS 6' MAX FROM 6 x 6 W1.4 x W1.4 QI
<br />w! 10 10d NAILS -
<br />( ) c.1 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />END OF 2" x PLATE WWF OR FIBERMESH
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />TYP. r
<br />ASSUMED FINISHED
<br />° ' GRADE
<br />PER MANUF.
<br />iv ° ° . z
<br />#3 OR #4 REINFORCING BAR
<br />GRADE 40 MIN. Fy= 40ksi a
<br />#3 & #4 LAP SPLICE
<br />m
<br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL
<br />MONO OR STEMWALL ?
<br />°
<br />° .
<br />FINISH GRADE °O M
<br />> — — — o °
<br />T— .
<br />[GRADE 60 MIN. Fy= 60ksi] CL
<br />25" MIN. LAP [30"MIN. LAP] ¢—III
<br />-111=1I1=11I
<br />I— p r r
<br />I III I I i t IT
<br />I —I I II II I II ° • • I I 11=LI L=111
<br />CELLS (SEE
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOOTING MONO SHOWN ° o
<br />o p °o
<br />FOR CLARITY ° D _ _ _ _
<br />° 1=III=III=III=III=III=�
<br />I ° — — �
<br />p
<br />6 MIL VAPOR BARRIER I I ° I I IL -I I -I -_ -
<br />' 11= I I —I I I=� 1= T
<br />� z
<br />Lu
<br />w
<br />R 1 7/8„
<br />#5 REINFORCING BAR
<br />I II I I I=
<br />I I- I I=I I -III I=III �I
<br />I I III=I I I=I i I=I I LI 1=I I I I=
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />_ _ _
<br />° ° ° °D — — z
<br />I I=1=1 III=1-1 I- _
<br />=1 — 1=III=III III I
<br />I III II=III=L1 LL- N
<br />I ' ' �— g
<br />I I • T= I I- (
<br />#5 LAP SPLICE
<br />(2) #5 CONT Irl I I, , 11-
<br />31/4" BASEBOARD PORT AT EACH
<br />NOTE: g ° ° I 1=III=III-III= =I = N
<br />''FOR BEARING WALL I '-
<br />(I
<br />I I EEIII=1
<br />COMP. SOIL. (COMPACTED TO - _° °
<br />36" MIN. LAP [36" MIN. LAP]
<br />AI
<br />ON 3" CHAIRS 8" 1'-4" 8"
<br />(TYP.)
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />=1 � = � =III= � = � ;
<br />W/ UPLIFT ONLY _ _ _ _ _ _ _ _ -_ - - -___
<br />o 1 _ I I -
<br />95 /o MODIFIED PROCTOR ASTM -III I -1= I =T=��
<br />7 I 1111,111=„Ill
<br />10"
<br />M AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER cn
<br />TO CUT BLOCK OR POUR
<br />III=III=III=III-III-III-III-III-III-III-III-III-III-III=III=III
<br />=1 I -III —I I= - =I -I =) I=III=III=III-III=I I-III=1'
<br />D1557) „ „��I
<br />4" V-4°
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />—I—ITI-III-III II II II II II ;III ;III-1 I-1 I— �'-
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/6X6 a NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS F
<br />WALL W/UPLIFT G
<br />W1.4XW1.4 WWF OR DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" CJ'3
<br />SLAB INFORMATION,
<br />SLAB INFORMATION.
<br />N L
<br />,I'
<br />Cl) �* _ II - ° y I �Ik
<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 />° oo
<br />-
<br />�_
<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 _ = z_ r
<br />° I °
<br />min.) 4"
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />_ °
<br />IN
<br />M
<br />BARRIER p 4 -
<br />D
<br />f
<br />a a - GRADE
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />COMP. SOIL. ° -
<br />TfJ _
<br />- - - a
<br />°O - - - - _ - - - - - -
<br />III TIi-T-lil-i
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />a -
<br />a - -
<br />' T—I II;
<br />(COMPACTED TO 95% - I _ T =
<br />MODIFIED PROCTOR I MT =Y I
<br />ASTM D1557)
<br />- - - - _ - = a
<br />- - - - - _ _ "(1) #5 REBAR w/ OPT.
<br />-rL=, I I ,-LIB I I- I -III- I ,�-� NCLOSURE
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />A a _
<br />_
<br />;� - a' :
<br />3" MIN. CLR.
<br />- f I1= Il,;.11i-
<br />SIZE &
<br />N '
<br />' I_
<br />(2) #5 REBAR CONT._/BEAM
<br />ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE
<br />4„ „�.I-
<br />MIN.
<br />CONNECTION INFO
<br />�, I .' • 8 •d (�I
<br />U.N.O. DETAIL)
<br />2x4 P.T.
<br />W PLATE
<br />I 2x4 #2 SYP P.T. FRAMING w/
<br />I
<br />I
<br />TI I -I I , I I , ,I I T
<br />SEE A/S3/J/S6 "-
<br />TYPICAL WALLSECTION7/16"
<br />L rA
<br />TYPICAL THICKENED SLAB EDGE L
<br />O.S.B.
<br />MIN 7/16" O.S.B. SHEATHING
<br />z ATTACHED PER NAILING
<br />-h�-
<br />g
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = V-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />P w
<br />SCHEDULE
<br />OPTION #1
<br />1 /2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />>
<br />J 6x6 P.T. #2 SYP
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />2„ HOLD FROM SLAB
<br />01 _ COAT. BEAD SEALANT
<br />Uj ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />OPT: DEPRESS SLAB 5 Yz"
<br />SCALE: 3/4"=V-0" S3
<br />DEEP AND 6" BEYOND
<br />- <
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />° INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />WALL AND
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />° °
<br />° -3 1/2"
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILLASONRY
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />CONCRETE SLAB 14
<br />O.H.D. RECESS
<br />13
<br />O.H.D. RECESS _
<br />� GARAGE
<br />ATTACHMENTS & 18/D1
<br />O.C.00
<br />PAD FOOTING
<br />PAVERS z
<br />CONCRETE NAILS W 1 1/2' GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />co
<br />EMBEDMENT @ 12" O.C. W/DRYWALL SCREWS 8"O.C.
<br />TO FOUNDATION PAD
<br />•
<br />r " ' •
<br />`' ''
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. r '
<br />' I -r-I I I �I I — —`
<br />•':. `
<br />_+
<br />�`' "'
<br />111 _I—� I T ' , v .• .. ° I I Tf I I—
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT —
<br />_
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />M
<br />;o z
<br />GRADE a °
<br />_
<br />4.. I
<br />I I .: ; •.. I I oo
<br />TENSION 120#) CONCRETE SLAB .E ;d
<br />�,
<br />FILLED SOLID (SEE PLAN FOR
<br />-,
<br />f =fl '.a +. ':•' I I
<br />. 4„ *-
<br />III I .e '+. . ' -I
<br />6 x 6 W1.4 x W1.4 ;l
<br />- c T WWF OR FIBERMESH T
<br />SIZE AND REINFORCEMENT)
<br />c�
<br />z w=I=I
<br />;III -III ° ° •- -III- ='
<br />-)=I 1=1=I W
<br />_I
<br />=11I �—J_I�
<br />II ! 1-��
<br />�_ 1_-I
<br />°° __ ° "'
<br />^ III-
<br />ILBRICK PAVERS or SLAB PER
<br />O W �, B
<br />p o v
<br />I=III I=III=III z
<br />- = ! ''a • ° a z
<br />• : `
<br />I
<br />I • �_ : `
<br />I
<br />`N I 1=1 1= 1= ° a
<br />- -
<br />SPECS
<br />= _ _ _
<br />g
<br />SEE A/S3 OR J/S6 _ I-T ��
<br />"—"' 11 I
<br />SEE A/S3 OR J/S6 -I I I I —I I I I I I=
<br />I I —" ' I I—
<br />0'-0" FIN. FLR.=
<br />COMMUNITY
<br />_ _ _ -_ -_ -_ - - -
<br />> 6 MIL VAPOR --- P =1 I I I h - - -
<br />_ 1 L =1 I —I =1 11=111=111=111=111
<br />- a
<br />I I=III=III=III=III III —I 1=III; ' FOOTING
<br />FOR REINF. INFO. 3 MIN. CLEARANCE
<br />FOR REINF. INFO. 3 MIN. CLEARANCE
<br />III
<br />BARRIER -III— -) =III=III=III--)
<br />I -1 I I- -III III= I- BEYOND
<br />'-
<br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />V-4" (1 ST RY)
<br />III III -III
<br />- I- -
<br />' •• _ � .
<br />'' '. :'' •
<br />•a
<br />PAD REINFORCEMENT -III=1 I I -III-' „
<br />3 MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />1' 8" (2 STOR)
<br />1'-8" (2 ST RY)
<br />4" 4"
<br />.: •• y SEE FOUNDATION
<br />`� SEEFCONCFOUNDATION
<br />FOOTING WIDTH
<br />• . •'
<br />SEE
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS 1
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />TAPERED
<br />COLUMN FRAMING rCD12
<br />PATIO COLUMN FTG. DETAIL rN
<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"=V-0" S3
<br />SCALE: 3/4"= t'-0"
<br />SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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<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 />Residentlal 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 />4600 W. Cypress St, Suite 200 I Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE : AS NOTED
<br />DATE : 6/19/2018
<br />TECH: MJAM ES
<br />VERSION NO. 4s0
<br />SHEET NO.
<br />S3
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