|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES /
<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. WALLS
<br />INSULATION PER ---�
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />V (1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2)
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.,
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />16" MAX FROM END OF 2 x PLATE E
<br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 T
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
<br />PITCH > 4:12 D
<br />(2) LAYERS TYPE I OR TYPE II °
<br />(#15 OR #30) UNDERLAYMENT 611=
<br />FOR ROOF PITCH 4:12 OR LESS.-
<br />�' ��I_I_�I 11=—I I �_ . o . ° .• i_I I-L-111�1'
<br />PRE ENGINEERED WOOD
<br />I I
<br />I
<br />I—
<br />O.C. U.N.O.TRUSS @ 24 till 11= I I-1 �-I -I � I __I I ►-1I 1=1
<br />III -III -III —III I I1=III HURRICANE ANCHOR ANCHOR @ EACH —I
<br />TRUSS (SEE UPLIFT SCHED.) W/
<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 W/OUT UPLIFT rG G
<br />N
<br />AILING
<br />ING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />ELEV. VARIES FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />DRIP
<br />GE
<br />,�r
<br />_TI
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"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 (LIAs „ „ „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW
<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 I ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"1 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' 12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6".
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />2"°x3116" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />"' ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL
<br />A.F.F. O.C.) 2° x 6 Wf.4 x Wi.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH WWF OR FIBERMESH
<br />�31/2" MIN. �31/2" MIN.
<br />a 4 ° ° a 4 a a 4 ELEV. 4-3 1/2"
<br />v ° a a A.F.F. p ° _ ° _
<br />° a 2x4 COT. b. _ _
<br />o - I I-III-11 r I'J 1/2"(min.}- 4" - D ° / ° LL=1—IIT t31/2"(min.)- 4"
<br />I — _ — ��I I - ... �T ° �._. .• — I III —III.
<br />a a `„ 31/2"(min. - 4" 111=111- =1 I �I I P' 31/2"(min.) - 4" GARAGE DEPTH VARIES ° ° _ I I I "�~ I-
<br />° a I, i_ l I i III-i I I_I 11 I i 1=1 I l I� I I I III 1 I 1=�—► I I I I I_I I I
<br />;,111-1 11= I -�1 I-I—III-11=1 I I—,
<br />a g
<br />(2) #5 CONT. 4 1 I i 1111 I, -41'8�, (2) #5 CONT. t Iil,_41,1 I —I 8,
<br />U.N.O. MIN. U.N.O. MIN.
<br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL@ STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rcC
<br />SCALE: 3/1 S3 "SHEAR WALL" SCALE: 3/1 S3 SCALE: 3/4"=V-0" S3
<br />,)
<br />ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />Zx S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />EE SOFFIT
<br />SHEET
<br />LOAD BEARING OR
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />10 rn\���o0
<br />8"&'X16" KNOCK -OUT
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />NOTE:
<br />1
<br />BLOCK W/ 1#5 CONT.
<br />Pr
<br />1'1 P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />SEE SECTION C/S3 FOR
<br />FILLED SOLID W/GROUT
<br />�8" C.M.U. TYPICAL
<br />/�— TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />LT LIFT ON
<br />(IF NO@
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (10)10d NAILS
<br />�'P
<br />-
<br />N
<br />N
<br />#5 VERT. IN FILLED CELL
<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"x31/4" TAPCONS
<br />()
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />PLATE WASHER TYPICAL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />I_
<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 />3RD LAYER 1/8 THICK.
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2X PT PLATE
<br />WEEP SCREED INSTALLED
<br />PER MFR INSTRUCTIONS
<br />CONTINUOUS TO FOOTER BELOW 90 FfOOK DETAIL
<br />K.O. BLOCK
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />BAR
<br />#3 OR #4 REINFORCING BAR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/
<br />(10)10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6 MAX FROM
<br />END OF 2" x PLATE
<br />D
<br />1x2 PT WD FURRING @ 24" O.C.—/ a GRADE - D D . D GRADE 40 MIN. Fy= 40ksi °
<br />N— z_ #3 & #4 LAP SPLICE =III=III=1
<br />T 1�_ p FINISH GRADE °O [GRADE 60 MIN. 16011 a 1=I I1=III=I I p
<br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL z M — — �, D 25" MIN. LAP [30" MIN. LAP]
<br />— D °' — — — — 1=IIIIIII II��II •
<br />CELLS SEE ° w
<br />= U.N.O. ( FOOTING MONO SHOWN o D °o o
<br />FOUNDATION PLAN FOR CLARITY ° __ _ 6 MIL VAPOR BARRIER f-1 I (I D I1=�1—�I I —I I O° 1—
<br />_ _ I [-1 �1=II III=, #5 REINFORCING BAR R 1 7/8'
<br />FOR LOCATIONS) I=III—I I I I—� ; _ N z
<br />1x4 P.T. BASE NAILER ° D III=III—III—III—III—III- ? I f D ' I I=1 i I —III I ii r #5 LAP SPLICE
<br />4°x4° INSPECTtoN P ° =1 I—III=III III=III= I I I • III —I I I—�
<br />11=11Vr
<br />31/4" BASEBOARD PORT AT EACH NOTE g ° III —III III=III9 I I I I I-
<br />FILLED CELL TYPICAL FOR BEARING WALL =III—III=III=III=III= rN COMP, SOIL. (COMPACTED TO
<br />" W/ UPLIFT ONLY _ _ ___=1 95% MODIFIED PROCTOR ASTM
<br />MIN. 2500 PSI CONIC. SLAB co AT GARAGE CONTRACTOR III— 1=III=III=III=III=III=1 I I=1 I i=l I =III=III=I i = I E I I=I I D1557)
<br />MIN PSI MAY VARY PER cn =1 I I —III —I — (—I I (=I I (- I —III=) I I —III I I (—I (1=1' 4" 1'-4"
<br />00 MUNICIPALITY. TO CUT BLOCK OR POUR "—ICI—III=III_—�I �IiII�II II�IIiiI� �II-III=11�
<br />CURB DUE TO SLOPE
<br />CONCRETE W14XWI4WWF W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING
<br />W1.4XW1.4 WWF OR
<br />M "FIBERMESH" DECO FINISH 4" to 6"
<br />BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />v M _ I I11 6x6W1.4xW1.4
<br />D 3 1/2" WWF OR FIBERMESH
<br />6 MIL VAPOR D I I— I= z r min.) 4"
<br />o BARRIER ° a GRADE
<br />COMP. SOIL. ° ao
<br />(COMPACTED TO 95°lo I T 1Tr—�i I I— _ - 1 t #5 �REBA wl/ OPT.
<br />MODIFIED PROCTOR 1 T=11 [—I 1 I f - _— _ —
<br />0o ASTM D1557) ' -III„ I=�1 I1=� I OPP& N ENCLOSURE
<br />3" MIN. CLR. - I I III—�=1 I '
<br />> (2) #5 REBAR CONT._/
<br />ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE
<br />MIN.
<br />U.N.O. DETAIL)
<br />i
<br />TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L
<br />� SCALE: 3/4" =1'-0" S3 J SCALE:3/4"=V-0" S3
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />00 00 2" HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />o OPT: DEPRESS SLAB 5 Y2" Ol Q CONT, BEAD SEALANT
<br />(D ]F:j::J�� DEEP AND 6" BEYOND BLOCK WALL BEYOND— INTERIOR DOOR TO RECEIVE
<br />= PAVERS / DRIVEWAY a °
<br />a —�
<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. t�" )�
<br />TENSION 120#) CONCRETE SLAB
<br />°a
<br />C °
<br />_ —
<br />M 6 MIL VAPOR
<br />—1 I I —I I =I I—III=1 I=1 11=
<br />III-
<br />41' 41'
<br />INTERIOR WALL SLAB STEP NON-BRG.rK
<br />SCALE:3/4"=V-0" S3
<br />c CONCRETE PAVERS SLAB 14 O.H.D. RECESS z
<br />v�i Nj
<br />E2 r s
<br />I ,I I I=I_L =LI I A.
<br />.III —I I I
<br />=III •
<br />�� .III=1 I I �.a. , . ; • I j 1=1
<br />11�1111 <. Ih.
<br />I SEEA/S30RJ/S6�lli11 Ii�llll,,, I1
<br />00 FOR REINF. INFO. 3" MIN. CLEARANCE
<br />N 1'�8::
<br />(1 STOJR)
<br />) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'" (2 ST00
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT _
<br />13"
<br />O.H.D. RECESS d
<br />r
<br />co
<br />A ".
<br />N r�
<br />M .'' I I I� 1 I 1=1. �..•.. a '• �a' •J
<br />rI
<br />I
<br />SEE A/S3 OR J/S6L-
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'-4" (1 STORY)
<br />1'-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />BARRIER
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.
<br />C.0
<br />2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8"
<br />GARAGE COLUMN TO PORCH SILL O.C.
<br />ATTACHMENTS & 18iD1
<br />1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN
<br />W/ DR SCREWS @ 8"O.C. ATTACHMENTS
<br />INSULATION PER CHART SQUARE CMU BLOCK BASE,
<br />ON FLOOR PLAN SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT � d. w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 -c\" SIZE AND REINFORCEMENT)
<br />- M WWF OR FIBERMESH
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />�' I III=III=III—III=1 I I I I I=1 I I
<br />418 Do
<br />-10
<br />j
<br />LU
<br />z �Lu
<br />2
<br />zLU
<br />TAPEREDAMING rI 1"I
<br />36" MIN. LAP [36" MIN. LAP]
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />E REBAR DETAILS rF
<br />S3 SCALE: N.T.S. 53
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN
<br />AT 24" O.C. MAX. FOR TRUSS
<br />SEE PLAN FOR CONNECTION INFO
<br />TOP OF BEAM & LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL r
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />(1) ROW 2x BLOCKING @MID HGT.
<br />FOR WALL HGT. 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PITS
<br />FOR WALL HGT. > 8'-6".
<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 />6x6W1.4xW1.4 -
<br />WWF OR FIBERMESH r :�
<br />DI —I I1=1I1=1I I� 9
<br />,—
<br />(2) #5 CONT. =I I
<br />ON 3" CHAIRS
<br />8" 1'-4" 8"
<br />(TYP.)
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT rG
<br />SCALE: 3/4"=1'-0" S3
<br />VARIES °
<br />1 1/2"RECESS FOR 6 x 6 W1.4 x W1.4 ,
<br />S.G.D. (U.N.O.) � I r �F OR FIBERMESH T
<br />j I Mco
<br />CO
<br />2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 - -� =` '— ""
<br />' MIN 7116" O.S.B. SHEATHING -" =4'' 8" J
<br />z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1
<br />w SCHEDULE
<br />F SEE TYP. WALL SECTION FOR ADDITIONAL
<br />W 6x6 P.T. #2 SYP
<br />> � SLAB INFORMATION.
<br />o W ABU66 SLAB STEP & RECESS S.G.D. M
<br />SCALE:3/4"=V-0" S3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD _ d
<br />CONT. FOOTING STEEL MAT REINFORCING. r '
<br />M
<br />co RADE
<br />a _
<br />c� III=III a.—III=1I1=III—I'
<br />z� w
<br />o w w 1�1=1�1 III=1�1-1�1 z
<br />00 IIII=1 ! 111 • °a — - M��
<br />FOOTING J
<br />III I I_I I I—III—i I I —III III —III —III_
<br />II,; III�iIIIllillll�j1111 „�I=III=III BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
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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 200 I Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE : AS NOTED
<br />DATE : 4/12/2018
<br />TECH: MJAMES
<br />VERSION NO.
<br />3.0
<br />SHEET NO. ,
<br />S3
<br />(MONO)
<br />TAPEREDAMING rI 1"I
<br />36" MIN. LAP [36" MIN. LAP]
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />E REBAR DETAILS rF
<br />S3 SCALE: N.T.S. 53
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN
<br />AT 24" O.C. MAX. FOR TRUSS
<br />SEE PLAN FOR CONNECTION INFO
<br />TOP OF BEAM & LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL r
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />(1) ROW 2x BLOCKING @MID HGT.
<br />FOR WALL HGT. 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PITS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @GARAGE
<br />SIDE IF APPLICABLE.
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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 200 I Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE : AS NOTED
<br />DATE : 4/12/2018
<br />TECH: MJAMES
<br />VERSION NO.
<br />3.0
<br />SHEET NO. ,
<br />S3
<br />(MONO)
<br />
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