|
5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />5/8„OR 1/2HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />(R „ 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 />GARAGE BITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20
<br />S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW
<br />TOP PLATE
<br />WHEN TRUSS ALIGNED WITH STUD BELOW
<br />S.P.F. DOUBLE
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES
<br />USP SPT24
<br />CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />CONNECTOR 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. ' (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B \2i� 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 PTS
<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. > V-6".
<br />@ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />L3/8" 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 />E
<br />SLAB & BLOCK
<br />SP SPT22 CONNECTOR
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />5/8"° x 10" "J" BOLT 24" O.C. W/FvSP SPT22 CONNECTOR
<br />@
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />i.l
<br />2"°x3/16"PLATE WASHER (TYP.)
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(1) LAYER TYPE II (#30)
<br />UNDERLAYMENT FOR ROOF
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r
<br />CHAIRS (TYP.) WWF OR FIBERMESH Cl)
<br />44
<br />r
<br />``' ELEV. U-0"
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />ALT: 1/2"x12" TITEN HD 24"
<br />( °� x P.T. BOTTOM PLATE
<br />O.C. OR 5/8"x10' WEDGE ANCHOR°
<br />PITCH >4:12
<br />1 OIL
<br />` AFF
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@24"OC) 2"
<br />2„(2)
<br />• o
<br />°
<br />LAYERS TYPE I OR TYPE II
<br />° a
<br />WW F OR FIBERMESH
<br />WF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />FOR UNDERLAYMENTI
<br />REQUIREMENTS SEE R905.
<br />=H I =1I I=I m . • . p ' ° I I �=1 1
<br />- I _�
<br />III -III -III I I I ,�,-�_ �-
<br />1 I=III-1 I - I •
<br />' ° - I
<br />�I L �T I
<br />° °
<br />° ° ° ° ° 4 a . ° ELEV.-0'-31/2" z
<br />° ° a ° °
<br />° ° °a ° ° ° ° ° A.F.F. O
<br />° a 2x4 CONT. °
<br />31/2"MIN.
<br />a
<br />D' °
<br />_ tT1=
<br />31/2"MIN.
<br />p °
<br />PRE ENGINEERED WOOD
<br />„
<br />TRUSS @ 24 O.C. U.N.O.
<br />=I
<br />-III- I I I I I I r
<br />-1 -1I-1 I =1 11= I 1
<br />i- I I
<br />° ° °
<br />°I ° ° ° a
<br />° � ° ° N
<br />a °
<br />:. ° ' - I' _
<br />-1 I I I I- 31/2 (min. 4
<br />)
<br />- =1 I 1=_T=''
<br />� ' ° •. .�-I
<br />-
<br />° '
<br />_ III-T�J 131/2 (min.)- 4
<br />° •.
<br />12 HURRICANE ANCHOR @ EACH
<br />-I I �I I �I I �I I �I II I "
<br />I° a °
<br />° ° GARAGE DEPTH VARIES ° ° °
<br />°
<br />„ „ _
<br />31/2 (min. - 4 I I� I I J_ -III .11 (-III-
<br />II-1=111'
<br />-
<br />31/2 (mm.) - 4 -III-III I I I �I
<br />(TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />-11
<br />'II.I II II II III
<br />a
<br />a ° ° °
<br />' 11= - - I'
<br />I I I_, ICI
<br />III III~
<br />=1 I=I 1
<br />111= -I
<br />g
<br />-1 ;,I I TLI „I�,
<br />(z) #5 coNT.
<br />I J H I1,
<br />(2) #5 CONT, �
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />4° 1'-4" 8"
<br />4 -4 8
<br />INSUL ION 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 />TYPICAL BEARING WALL STEP MI SHEARWALLrc
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL Cc� STEP K'CC
<br />NAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION SCALE: 3/4 -1 0
<br />" '- " S3�,13�
<br />SCALE: 3/4 -1 0
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />-
<br />5/8" OR 1/2" HIGH ALUMINUM DRIP
<br />GON<�NUOU���
<br />STRENGTH' CEILING EDGE
<br />S�coR
<br />BOARD PER CODE (OR 5/8" ALUMINUM FASCIA
<br />GYP. TYPE X @GARAGE
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />QCS ��Eo
<br />W/A HABITABLE ROOM 12" N.O..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 />�
<br />SCREWS @ 7" O.C. SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />�MOMs
<br />10 M Noon
<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" 0/C
<br />THIRD POINTS
<br />�
<br />F
<br />FOR WALL HGT. < 8'-6". (2)
<br />NOTE:
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER BLOCK W/ 1#5 CONT.
<br />1 "x P.T. STUD
<br />ULATION PER CHART ON FLOOR PLAN
<br />ROWS 2x BLOCKING 3rd PTS
<br />SEE SECTION C/S3 FOR @
<br />FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR 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 />PLAN
<br />SEE CC/S3 OR N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />1x2 P.T. HORIZONTAL
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8"° x 10" "J" BOLT @ 24" OIC W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />SIDE IF APPLICABLE.
<br />USP SPT22 CONNECTOR
<br />NAILER 8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"x6" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />5/8- EXPANSION BOLT @24 " O.C.
<br />2x
<br />STD. 90"HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
<br />SP SPT22 @ EA. STUD
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) ci
<br />(6) 1/4"x3 1/4" TAPCONS
<br />"USP SPT22 TYP. 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 />SPACE ANCHOR E
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 =
<br />T 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR la-
<br />LLI
<br />N
<br />END OF 2" x PLATE WWF OR FIBERMESH T
<br />ARCHITECTURAL
<br />FINISH
<br />ASSUMED FINISHED
<br />PER MANUF.
<br />#3 OR #4 REINFORCING BAR uj
<br />0
<br />° D
<br />�, o _ z
<br />°
<br />M p FINISH GRADE
<br />- - -0.
<br />Ia
<br />I I I�-III I=1 I 1=1 11=I 1= _9
<br />1=I� III-111 D 11 I I L=1 11='
<br />I = • •
<br />1x2 PT WD FURRING @ 24" O.C.
<br />#5 VERT. IN FILL
<br />' ° GRADE
<br />MONO OR STEMWALL z
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />25" MIN. LAP [30" MIN. LAP] a
<br />1/2" GYPSUM WALLBOARD C
<br />CELLS SEE
<br />(
<br />°
<br />FOOTING MONO SHOWN ° P
<br />-III=1 I -
<br />LLI
<br />I-111=fI e
<br />=III-1
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1 P.T. BASE NAILER
<br />° Q °o p
<br />FOR CLARITY a
<br />D p o ° I=I I I= I=III= =�
<br />III -III -III -I 1=1 I I -III- z
<br />_
<br />6 MIL VAPOR BARRIER -T III ° I I I I L=I I= O°
<br />I °. r
<br />►�
<br />r I I --I I �_ N z
<br />I I=111-I 11-I 11=1 I -
<br />w
<br />R 1 7/8"
<br />#5 REINFORCING BAR
<br />I J=LI= _� _- _-_-'
<br />l I -I 1=
<br />x4
<br />4"x4" INSPECTION
<br />°
<br />o° 1=III-III=III-III-III=1 I
<br />I • "" I H
<br />#5 LAP SPLICE
<br />2 #5 CONT.
<br />O
<br />31/4" BASEBOARD PORT AT EACH
<br />° - _
<br />NOTE: g ° ° III=III=III=III=III=III= c"
<br />FOR BEARING WALL I-III=III=III-1 1=1 I I=�
<br />It; I
<br />COMP. SOIL. (COMPACTED TO _I I p - ' I-� I=1 I=I I=� I
<br />36° MIN. LAP [36" MIN. LAP)
<br />ON 3" CHAIRS
<br />(�,P) g" 1141 g"
<br />FILLED CELL TYPICAL
<br />_ _ _ _ _ _ _ _ _ _ -_ _ _
<br />W/ UPLIFT ONLY - -
<br />95% MODIFIED PROCTOR ASTM I I- I=1 LI=I I �I �i- I �I f f=1 I f-T�'
<br />10"
<br />MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER cn
<br />III=1 i 1=III=III-III-III=III=III-1=III=III=III=I I=III=I
<br />=1 I-III=I =I I=III=I =I I=I I-III=III=III=III=III=III-
<br />D1557) I I -I . r I I -III -III -I
<br />4" V-4"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY. TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />"-� �-III-III_=III I_I III III ITi I 1=III-1 I (- 1-
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE
<br />NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS F
<br />WALL W/ UPLIFT rG
<br />WWF
<br />Wi.4XW1.4 WWF OR � DECO FINISH 4" to 6"
<br />FIBERMESH
<br />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"=V-0" S3
<br />�
<br />•0
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />00
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />'
<br />- I - '
<br />�� WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ 3
<br />()
<br />SEE ROOF PLAN
<br />S.G.D. (U,N.O.) WWF OR FIBERMESH N
<br />6 MIL VAPOR o z
<br />I I�
<br />min/24
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />g
<br />BARRIER ,I C 4 _ -
<br />•
<br />o a ° �r GRADE
<br />AT 24" O.C. MAX.�_71
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />,N a .
<br />r, :.
<br />COMP. SOIL. � '-
<br />(COMPACTED TO 95% - _�_ I
<br />_
<br />O° - - - - - - - - - -
<br />- - _ - - = o =�-r LU:T Tl i I
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />��I11-
<br />a ' a T
<br />TTT 7TI=1 I 1=1 7[
<br />- 1 #5 REBAR w/OPT.
<br />_wim-rm
<br />SEE ROOF PLAN
<br />- - - a : a
<br />PROCTOR
<br />D1557
<br />- -
<br />_-
<br />-_ S E NCLOSUREASTM
<br />-�11=111 I L 1�U
<br />-T 1 UEJ I 1 I (=I I I=
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />� E1a,MODIFIED
<br />1
<br />'L1
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />STD. 90 NOOK SEE
<br />ON 3" CHAIRS TYP. 4" 1'-4" (
<br />- I III, I II-
<br />2x4 P.T.
<br />PLATE
<br />CONNECTION INFO
<br />r
<br />ch - I I III-
<br />U.N.O. DETAIL)
<br />MIN.
<br />7/16"
<br />O.S.B.
<br />2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6 =11 ' 1 I-1 I H -111 "
<br />" -
<br />TYPICAL WALL SECTION rA
<br />TYPICAL THICKENED SLAB EDGE rL
<br />MIN 7/16" O.S.B. SHEATHING
<br />z ATTACHED PER NAILING
<br />�`� 8"
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = V-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />COLUMN LOCATION
<br />w
<br />F- SCHEDULE
<br />OPTION #1
<br />1/2" GYP. BD.
<br />¢
<br />>
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />P.T. 2x
<br />>
<br />SLAB INFORMATION.
<br />21f, HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALANT
<br />w
<br />LU
<br />SEE FLOOR PLAN FOR
<br />SLAB STEP & RECESS S.G.D. M
<br />OPT: DEPRESS SLAB 5 Y" DEEPof-Oil
<br />SCALE: 3/4"=1'-0" S3
<br />AND 6" BEYOND DOOR TO
<br />STRUCTURAL COLUMN SIZE
<br />RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />' INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />a
<br />& BASE CONNECTION INFO.
<br />CONCRETE SLAB
<br />EXPANSION JOINT
<br />°
<br />° ° ° -3 1/2"
<br />�
<br />SECURE 2x4 P.T. BTM. PLATE
<br />� MASONRY WALL AND
<br />14 O.H.D. RECESS z
<br />G
<br />13 O.H.D. RECESS
<br />° °
<br />° GARAGE
<br />w/ 1I4 x3 TAPCONS AT 8
<br />PAD FOOTING
<br />PAVERS
<br />_E
<br />„
<br />CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O.
<br />O.C.
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />"
<br />•
<br />r " '• ' ':
<br />EMBEDMENT 12" O.C. W/ DRYWALL SCREWS 8"O.C.
<br />@ @
<br />STAGGERED, FROM BOTTOM INSULATION PER CHARTIII
<br />TRIM PER PLAN
<br />TO FOUNDATION PAD
<br />MAT REINFORCING. N
<br />.•�• : .'.= �.. :...' .::; , • ..
<br />CONT, FOOTING STEEL
<br />•
<br />-ILI
<br />_T=1 1=Mal,
<br />!- II 1
<br />' ' '
<br />, :.
<br />•
<br />-='� d '." -
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180#MIN. CONT. BEAD SEALANT
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />M
<br />?
<br />GRAD a °
<br />' •' `q : 4" : - oo
<br />�1 _,-III
<br />' •' `a; : oo
<br />•'. . " '... „
<br />'.: 4
<br />TENSION 120# CONCRETE SLAB E _
<br />)
<br />N
<br />-'
<br />M
<br />w/ MIN. (2) #5 VERTICALS
<br />- --
<br />=I =III
<br />�= I ' • : ' - 1= r=111-I
<br />'
<br />I : ' ',
<br />I
<br />6 x 6 W1.4 x W1.4
<br />° r
<br />FILLED SOLID
<br />Z H
<br />° °• I
<br />1=1 1=1 -I 11=1 1=1 I I -I I W
<br />. .e• `,:
<br />--) ( '�: " •"; (=1 I f=
<br />. .e• ' •. .
<br />` -) I I-
<br />=�L=1 I '".a
<br />- c WWF OR FIBERMESH
<br />°° E _ __ °
<br />Lu Q
<br />o W W
<br />_ v
<br />-1 I I=1 I = 1=1T_I=IH[1 11- z
<br />-1
<br />11I-
<br />I-IIIII
<br />_
<br />- - P� -
<br />- _
<br />BRICK PAVERS or SLAB PER
<br />0 0
<br />• '' • °• - - z_
<br />I _ • '
<br />SEE A/S3 OR J/S6 -I 1 11=I l I I I I 1 I-
<br />„-,,, , I-
<br />i _ 1
<br />=1 I I 1 I�:
<br />SEE A/S3 OR J/S6 I I li,- III
<br />N ;III_I °
<br />11=11= I I =___ °-
<br />0 -0 FIN. FLR.�
<br />COMMUNITY SPECS
<br />LL--
<br />e-
<br />°
<br />_ - - - - -
<br />co 6 MIL VAPOR =--� �'r =I I=I I- Ih _ - - - -
<br />- - -III-I I-III=1 I 1=1 1=1 1=1 1
<br />I =) i I -I (=III -III III -I I =I 1 I- FOOTING v
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />FOR REINF. INFO. 3"MIN. CLEARANCE
<br />BARRIERF
<br />=M-1, I -III -I � I-� I I-
<br />11-I I i-III-III=III I I =III -III- � BEYOND
<br />1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />V-4" (1 STORY)
<br />III III III-111
<br />�-III-� � �-� � �-� �
<br />. • •, �
<br />; . ; i '.3"
<br />PAD REINFORCEMENT-]I-"'-
<br />MIN. CLEARANCE
<br />1' 8" (2 STOR)
<br />1'-8" (2 ST RY)
<br />4 4
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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"=V-0" S3
<br />SCALE: 3/4"_''-0"
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code 5th Edition (2014) Residential. Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
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<br />SCALE : AS NOTED
<br />DATE : 2/24/2014
<br />TECH: MJAM ES
<br />VERSION NO. 10
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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