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<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/
<br />5 HIGH STRENGTH
<br />(U.N.O.) (OR %" 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 w/
<br />ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<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. s 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<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 />1) ROW 2x BLOCKING @ MID HGT. FOR
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6".
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />@ 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 @ 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 E
<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 r
<br />CHAIRS TYP. M
<br />( )
<br />°'
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />2x P.T. BOTTOM PLATE
<br />FOR ROOF
<br />PITCH >4:12
<br />41UNDERLAYMENT WWF OR FIBERMESH
<br />ELEV. 0'-0"
<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 />(2) LAYERS TYPE I OR TYPE II
<br />AFF
<br />° ° a
<br />@24"0 2
<br />) WW F OR FIBERMESH
<br />2��
<br />WWF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.
<br />_ - _
<br />=I -I I (= I- m . e p ° I - I =III- I Ir
<br />I
<br />=1 I �I II I = o • 11=1 I �I II I I-1
<br />'
<br />0
<br />Z
<br />a ° ° ° ° ° ° a ° Q ELEV. 4-3 1/2'
<br />° ° °
<br />° a ° ° a O
<br />° A.F.F. 0
<br />3 1/2" MIN.
<br />° —
<br />3 1/2" MIN.
<br />P °
<br />REQUIREMENTS SEE R905. PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />I— ° — — — I'
<br />-I (�_,I i _ -
<br />—I_ 11=1 I —11=I
<br />- I
<br />° a 2x4 CONT. °
<br />° ° ° a °
<br />° ° o
<br />a g ° ° N
<br />— I
<br />e =T = I'31/2"(min.)- 4"
<br />- o e —�
<br />- - c • =I Ii=I (-
<br />_ _
<br />- I�='31/2"(min.)- 4"
<br />- a •' - �I �1F
<br />12 ANCHOR @ EACH
<br />- I �I I � 1=I
<br />-1 _h-II II II I I'
<br />° ° ° ° ° °
<br />GARAGE DEPTH VARIES °
<br />=
<br />4" �1=I � I LHURRICANE r
<br />- I I -I I -_ I '
<br />I I�I
<br />(TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W!
<br />METAL PL. UNDER EA. TRUSS
<br />g"
<br />a a ° °
<br />° °
<br />_ _ _
<br />I I.1 I I ( ((- I I I , '
<br />' I I I I I- '
<br />_ _
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<br />I I
<br />° a 9
<br />-
<br />, II i i i�J� ,I
<br />r T{'.,41''
<br />MOISTURE BARRIER
<br />(2) #5 CONT. 4" 114„ 8„
<br />(2) #5 CONT. 4"
<br />TYPICAL INTERIOR BEARING
<br />MIN.
<br />INSUL ION LE SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT rGG
<br />GARAGE SLAB AT STEP B
<br />U.N.O. MIN.U.N.O.
<br />TYPICAL BEARING WALL STEP SHEARWALLrc"�
<br />TYPICAL BEARING WALL @ STEP CC
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />SEE TYP. WALL SECTION "= '_ "
<br />SCALE: 3/4 -1 0 S3
<br />"- '- "
<br />SCALE: 3/4 -1 0 S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />` ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />-
<br />INFORMATION,
<br />5/8" OR 1/2" HIGH ALUMINUM DRIP
<br />cctttN�cJ��y
<br />STRENGTH CEILING EDGE
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @GARAGE ALUMINUM FASCIA
<br />\12'N.O.
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />Pcs t tEos�c�R
<br />W/A HABITABLE ROOM 2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />ABOVE W/DRYWALL EE SOFFIT
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SCREWS @ 7" O.C. SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />M�N`M�o s
<br />cot,
<br />1
<br />()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" O/C
<br />r
<br />FOR WALL HGT. s 8'-6". (2)
<br />NOTE:
<br />7
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER BLOCK W/ 1#5 CONT.
<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 />rt
<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 i
<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 HOOK 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 />x S 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 NO UP LIFT ON @ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />PLATE
<br />PLATE WASHER TYPICAL
<br />W
<br />IMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />.-.
<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 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]
<br />#5 REINFORCING
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 -
<br />F04
<br />w/ (10)10d NAILS -
<br />r 2x P.T. PLATE
<br />FIBERMESH WEEP SCREED INSTALLED
<br />;.
<br />BAR w
<br />END OF 2" x PLATE WWF OR FIBERMESH M �
<br />ARCHITECTURAL
<br />FINISH
<br />TYP.
<br />ASSUMED FINISHED
<br />,= PER MANUF.
<br />#3 OR #4 REINFORCING BAR �
<br />ix2 PT WD FURRING @ 24" O.C.
<br />#5 VERT. IN FILL
<br />' GRADE
<br />z
<br />N d ' ' ' z
<br />r ° '� FINISH GRADE
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a-
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />_ _
<br />-III—I I —III to p .. I —I I =1 I 1=1 I I o
<br />I I=1 I —I I I I I f_I—I I Ii
<br />(1)
<br />1/2" GYPSUM WALLBOARD (
<br />CELLS SEE
<br />MONO OR STEMWALL °
<br />°
<br />FOOTING MONO SHOWN o
<br />�, - - - A , •
<br />III —I —I -
<br />25" MIN. LAP [30" MIN. LAP] g
<br />"'=1
<br />II — o • (-
<br />I LEI I I I —T
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR LOCATIONS
<br />1x4 P.T. BASE NAILER
<br />o p 00
<br />FOR CLARITY ° _ _
<br />p p o ° o (= = = =III=1 =
<br />_ - - -
<br />P p a oo
<br />6 MIL VAPOR BARRIER I I I I e I I -III -I I-L� -
<br />I. I I I I I I (- N z T
<br />I ' I-�-III=1�
<br />�
<br />R 1 7/8"
<br />#5 REINFORCING BAR
<br />I I I I=III=) I I=I (I
<br />_ _
<br />-� I - _
<br />III —III— I I— I I III: I I I I
<br />4 x4 INSPECTION
<br />p ° III=III=III= =III -III- ?
<br />>° =III-III=III=III= I I- 2
<br />i ° r 2
<br />I I I I I �I I_�
<br />#5 LAP SPLICE
<br />(2) #5 CONT. -I I I11 I I
<br />N 3"CHAIRS
<br />ON 3"
<br />NOTE: g ° °
<br />�I °' I I-1-T=IJI -
<br />36" MIN. LAP [36" MIN. LAP]
<br />31/4" BASEBOARD PORT AT EACH
<br />III III-1 =III=III= I (= C.I
<br />*-
<br />*FOR BEARING WALL - = I= I=
<br />COMP. SOIL. (COMPACTED TO I °
<br />-
<br />g" 1'-4" 8"
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />-III-i
<br />W/UPLlFT ONLY _ _ _ _ _ _ _ _ -_ - - -___=i
<br />95°!o MODIFIED PROCTOR ASTM
<br />T I,,fE=„I I
<br />10"
<br />ch AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER cn
<br />= = =1 =III= = - = =III= =1 1=) = 1= I ,III
<br />-III-III-III=I —I I —III -III -III -III -III -III -III —I 1 -I -i
<br />D1557) r1 „�y r1-�-
<br />4" V-4"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY. TO CUT BLOCK OR POUR
<br />-i-,-I i I_ -I TI ;Ili I- -
<br />#s LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />ilTl-I
<br />LLJ
<br />CONCRETE SLAB W/6X6 NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS rF
<br />WALL W/UPLIFT rG
<br />W1.4XW1.4 WWF OR � DECO FINISH 4" to 6"
<br />"FIBERMESH" BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-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"=1'-0" S3
<br />c
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />c Z
<br />ce)_
<br />6 x 6 W1.4 x W1 A
<br />SEE PLAN
<br />c
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 _
<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_ -
<br />'
<br />min.) 4
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />M
<br />ter; °
<br />4.
<br />BARRIER 4
<br />� • N
<br />° ° ;r GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />_
<br />COMP. SOIL. II e
<br />_ a
<br />co _ _ _ - _ - - -
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />(COMPACTED TO 95% �-�_ -
<br />MODIFIED PROCTOR=I I
<br />- - - - - = ii i Ti I-iTr r T
<br />- _ - _ _ (1) #5 REBAR w/ OP
<br />— SEE ROOF PLAN
<br />- - - a
<br />- - - <:: ' a
<br />�, �; �,I I I I
<br />ASTM D1557)
<br />' =1-� II I I I=III= 11=SCRE�N_ENCLOSURE
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />AM SIZE
<br />.' _ .
<br />N --� �T I °i I-
<br />I_
<br />„
<br />3 MIN. CLR.
<br />I�= I I� i � I
<br />CONNECTION INFO
<br />r I d�� �7
<br />ch
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE
<br />I�
<br />U.N.O. DETAIL)
<br />MIN.
<br />W 2x4P,T.
<br />I 2x4 #2 SYP P.T. FRAMING w/
<br />PLATE
<br />I
<br />SEE A/S3/J/S6
<br />rA
<br />7116"
<br />MIN 7/16" O.S.B. SHEATHING
<br />TYPICAL WALL SECTION
<br />TYPICAL THICKENED SLAB EDGE L
<br />O.S.B.
<br />z ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />SCALE: 3/4" =1'-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />w
<br />=
<br />00 SCHEDULE
<br />Q
<br />OPTION #1
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />>
<br />>
<br />w 6x6 P.T. #2 SYP
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />HOLD GYP. BD.
<br />2" 1/2" FROM SLAB
<br />01-0„ J CONT. BEAD SEALANT
<br />u'
<br />ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />OPT: DEPRESS SLAB 5 Y2"
<br />SCALE: 3/4"=1'-01, S3
<br />DEEP AND 6" BEYOND—
<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 161D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />° 31/2
<br />°
<br />COLUMN TO PORCH SILL
<br />H SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />� MASONRY WALL AND
<br />CONCRETE SLAB 14
<br />O.H.D. RECESS z
<br />13" E
<br />O.H.D. RECESS
<br />° GARAGE
<br />"
<br />ATTACHMENTS &
<br />O.C.
<br />PAD FOOTING
<br />PAVERS
<br />T �g
<br />_E
<br />v
<br />112 GYPSUM WALLBOARD U.N.O.
<br />CONCRETE NAILS W 1 1/2' "
<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 />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE
<br />TO FOUNDATION PAD N
<br />MAT REINFORCING.
<br />••' ! '
<br />CONT. FOOTING STEEL
<br />r
<br />'' I —I I I .` '•.: ` :, ;. T—I I ��
<br />` "' '''
<br />—1 i— = 1-LL— •.`..,:...' '- `_=1 I =- '" -
<br />•
<br />-'I I -1=
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT -,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />M
<br />Z
<br />&, -
<br />GRAD a a
<br />4" I «�
<br />I— - . ; . '• __ I *'
<br />. ' 5 : oo
<br />I-TI=_ :. ; . ' 4 I
<br />TENSION 120#) CONCRETE SLAB _E =c�,
<br />= 6 x 6 W1.4 x W1.4 c�
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />c�=I
<br />_ _ _ _ = a___=
<br />I d a• I=1 I I -III -III -_I'
<br />— '•: •,"':�'� I I1=I
<br />=-1_= "�• '' 1= I li
<br />•
<br />II I '.a. -. I
<br />—111=11 •+
<br />- c °° WWF OR FIBERMESH T
<br />C .� = — — — — co
<br />=
<br />BRICK PAVERS or SLAB PER
<br />z w
<br />0 W
<br />w
<br />111=III a• —11=III=III , z
<br />-III—I
<br />I • ''
<br />-! III=I
<br />11=III= I I =__
<br />0 0
<br />ILL
<br />—
<br />I;
<br />I
<br />SEE A/S3 OR J/S6 _ I �h
<br />l i , I i—
<br />I I
<br />SEE A/S3 OR J/S6 - I I I I I ,� ; II I ILA
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />co6 MIL VAPOR —_— i' h _ — — — —
<br />- =- — — ~_ —III=1 I =1 =1 =1
<br />ii t —I 1=1 I I-
<br />- Q
<br />= =III=III—III=III =III=1 I _ w
<br />III=I I 1=III=III=I I=III=I I FOOTING -1
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />BARRIER
<br />=III=I I —I -III=III=III-=I=1
<br />-
<br />I=I I=III I _III -III- BEYOND
<br />„ „
<br />1 4 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.)
<br />„
<br />1-4 (1 STORY)
<br />- I I I I I I 11
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<br />PAD REINFORCEMENT -III=III-I i-,�
<br />3" MIN. CLEARANCE
<br />1' 8" 2 STOR
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<br />1'-8" 2 STORY)
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<br />4 , 4
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<br />(SEE SCHEDULE) FOOTING WIDTH
<br />- .� .. ' CONC. PAD INFO.
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS J,1
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG.rK'�
<br />TAPERED
<br />COLUMN FRAMING CD12
<br />PATIO COLUMN FTG. DETAIL K"N
<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" S3
<br />SCALE: 3/4- P-0"
<br />SCALE: N.T.S. S3
<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 />Residenfial 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 />LENNAR
<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 : 3/15/2018
<br />TECH: MJAM ES
<br />VERSION NO' 4nO
<br />SHEET NO,
<br />S3
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