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CONSTRUCTION NOTES: MASONRY
<br />GENERAL
<br />1?001'5Y5TU
<br />1.I) Al construction shall conform to the 2004 rlorida Puildinq
<br />3D Trusses shall be pre-engineered wood trusses deslgried in accordance
<br />Code and 2006 suuplement, the 2004 Florida Plumbing Code,
<br />with the Tpl benign 5peciflcation for Metal plate Connected Wood frusses.
<br />the 2004 Florida MeckericaCode, and the 1999 National electrical Code,
<br />3 2) Wood trusses shall be spaced no more than 24 Inches on center,
<br />1.2) These standards and specifications are for One (1) story
<br />35) Girder trusses shall be designed to function also as. drag struts,
<br />masonnl construction only.
<br />3A) Each truss shall be anchored -to the wall at bearinq and and
<br />13) Any changes to these plans shall be approved by the L?c5ign
<br />anchored with hurricane straps ( truss anchors) ,
<br />engineer and submitted to the Duildinq Pivision prior to installation.
<br />5,5) I?oof sheathinq shall be 5/ 8 inch exposure I C-n 41cathlno, grade
<br />.4) The reverse cf these plans are not permitted.
<br />plywood; or 5/ 8 inch Waferboard sheathing ( APA rated, exposu-e 1) .
<br />3.6) hoof sheathing shall be fastened to roof framing wish 8d nails at
<br />FOOT1NG5 & WALLS
<br />6 inches on center, 51eathinq long dimension shall be perloend►cula-
<br />to framing and end joints shall be staggered,
<br />2.1) Masonry units shall be hollow or solid concrete units in accordance
<br />3:1) hoof sheathing that extends maximum 12 Inches 6cwnd gable endwall
<br />with A5TM C210 of 045,
<br />to form overhang, must be nailed to gable end truss or balloon frame;
<br />2.2) Grant shall have a maximum coarse aggregate size of 3/ 8" placed
<br />top plate with 8d nails 4 inches on center,
<br />at an 8-11 Inch slump and have a minimum compressive 5trength of 3000
<br />ps.i. at 28 days.
<br />2,30 Concrete shall have a minimum compressive strength of 2500 p.s.i. at
<br />FA5TftP,5 & C0ftCT0I?5
<br />28 days.
<br />2A) pelnforc►ng steel shall be a minimum Grade 40 and identified in
<br />4.1) All fasteners shall be installed per Manufacturers 5FAeclficatl(;n5,
<br />4,2) Al anchors/ connectors/ fasteners must be selected from the
<br />accordance with ASTM A 615, A616, A611, or A106.
<br />FA5tNR & CONNACTOR 5CWl7V shown on this draiwinq,
<br />2.5) &nforcinq cover is as follows; 3 inches In foundations where
<br />the concrete Is cast again# and permanently in conta t with the
<br />4.5) All fastening/ nailing shall be per table 2306.1 of the 2004 Florida
<br />earth. 1-1/ 2 Inches for 5 bars and 2 inches for # 6 bars where concrete
<br />13uildinq Code, unless otherwise specified,
<br />4A) Anchor bdts or other connectors specified at corners shall c1cer
<br />is formed and will be exposed to the weather.
<br />2.6) peinforcing steel shall have a minimum 40-bar diameter splice, #5 bar
<br />all wall framin re Ired at corner.
<br />4.5) Al hurricane clips/ strap tie downs/ uplift connecters shall be 51zed '
<br />splice is minimum 25 Inches,
<br />2.1) exterior foundation walls shall extend no more than'5 feet above
<br />Ithe
<br />per uplift requirements as specified by truss engineerinq.
<br />finish grade and shall be constructed with 8 inch masonrt units.
<br />2.8) provide # 9 reber at all corners, each end of shear wall segments,
<br />NCB:
<br />intersections andasindicated on plans. Hook ends minimum 10" and lap
<br />bars minimum 25 ( 40x dla.) Fill bar cores with crcut,
<br />Al aluminum components used in screen enclosures provide no structtral
<br />support to the building,
<br />I'A51�N�p AN12 CONN�CfOIP, 5CI- 2V MA50NPY
<br />MMLFACIUVI
<br />1,1.5,19, Co.
<br />51MP50N, INC.
<br />! Eewo, INC.
<br />CONNECfR
<br />MFG. #
<br />FA5IENEi?5
<br />UpLFf
<br />MFG. #
<br />FA5fENEiZ5
<br />UPLIFT
<br />WC1. #
<br />rA5TENER5
<br />UpLrf
<br />Hurricane Andtir
<br />HCIO
<br />(16) IOd
<br />1140#
<br />HIO
<br />(16) 6d
<br />136#
<br />HCPF
<br />(20) IOd
<br />792#
<br />K rrcane Clip
<br />1,1`1
<br />(10) 8d
<br />585#
<br />H2.5
<br />(10) 8d
<br />332#
<br />HCPLL/ P
<br />(8) 8d
<br />416#
<br />Anchor dolt 1/ 2" 0"
<br />TYPE A
<br />-
<br />-
<br />fWE A
<br />-
<br />-
<br />Ai3.131,8C
<br />-
<br />2" Vameter Wa4ff
<br />W5111093
<br />-
<br />2200#
<br />-
<br />-
<br />-
<br />MJW2
<br />1055#
<br />?"0"d/ 4" Washer
<br />W51V16
<br />-
<br />4680#
<br />-
<br />-
<br />ADJW2
<br />18" Strap Tie (gpIv.)
<br />RIIBF (f)
<br />(14) 16d
<br />010#
<br />M590
<br />(14) lOd
<br />1020#
<br />t:`i IB616
<br />(9) 16d
<br />1000#
<br />fop Plate Anchor
<br />1r4X
<br />(10) IOd
<br />125h#
<br />5P4
<br />(6) IOdX
<br />908#
<br />f -4
<br />(12) 6d
<br />1040#
<br />fru55 Andrx
<br />KA20-16
<br />(10) IOd
<br />I500#
<br />MEfA20
<br />(14) 10,51
<br />1500#
<br />TAP16
<br />(11) IOd
<br />1845#
<br />Twist 5trap5
<br />HTW20
<br />(20) IOd
<br />1515#
<br />K520
<br />(20) IOd
<br />1245#
<br />-
<br />-
<br />Post case
<br />PAIJ44
<br />C 12) 16d
<br />1925#
<br />AD1,144
<br />(12) 16d
<br />2200#
<br />AM44
<br />(12) 16d
<br />2164#
<br />Nigh Uplift
<br />rruss Andur
<br />KA20
<br />( i3) IOd
<br />1690#
<br />HE1A20
<br />(16) IOd
<br />1890#
<br />fAP22
<br />(14) IOd
<br />1950#
<br />Low profile
<br />truss An lvr
<br />LKA
<br />(13) IOd
<br />1535#
<br />MEfAl2
<br />(1) IOd
<br />795#
<br />TAPB
<br />(4) IOd
<br />905#
<br />Narrow Flares
<br />Ma5cnrtt Harmer
<br />NFM3XI2
<br />C 14) IOd
<br />I �50#
<br />Mf�1A3,56
<br />11.25
<br />(IB) IOd
<br />3��5#
<br />MrHp-
<br />212-2
<br />(14) IOd
<br />2160#
<br />6rder fiCdown
<br />HUGt( X)
<br />(2) 3/ 4"
<br />& (6) IOd
<br />9505#
<br />HGf( X)
<br />(2) 5/ 4"/
<br />(6) IOd
<br />6665#
<br />-
<br />-
<br />-
<br />Tension 1 tedown
<br />Nr122
<br />(1) 5/8"/
<br />( 32) IOd
<br />5390#
<br />Nff22
<br />(1) 5/8"/
<br />( 32) 16d
<br />5260#
<br />-
<br />-
<br />-
<br />MANUFACMU
<br />1-101,
<br />INC.
<br />PAWLPLUD
<br />CO., INC.
<br />1/ 2" Stud Anchor
<br />Kwik Dolt 1112-512
<br />Pawl-51:W #1424
<br />5/ 8" 5h,d Anchor
<br />Kwik Bolt 1158-6
<br />Pawl -stud # 1434
<br />3/ 4" Stud Anchx
<br />Kwik Bolt II 3+- 12
<br />Rawl -stud # 1442
<br />1" 5.ud Anoint
<br />Kwik Dolt II 1-6
<br />PvAl-5tud #1461
<br />NOt�:
<br />61;NEt?Al. CONWfOR 5HALL MVIEW TRU55 MANUFACTUITp' 5 CALCLLA11ON5
<br />FM UPLIFT ITAC1101\15 Af rACH 055 A,NP \/EDIFY VAT" CONN�C1101\15 CALL9V
<br />019 MEET Oft EX rl�19 THE UPLlff MACTION5 FkOM THE TRU55 MANUFACML
<br />5TRLIC11JM P�51CAN LOA05
<br />DA51C W IV SPEED
<br />110 MPH
<br />ROOF LL
<br />20 PSC
<br />MPV Lo,Ap
<br />10 P5F
<br />GAK'pa 1.5.At3
<br />100 p5F
<br />LIVING MYA I,L.
<br />40 PSF
<br />LIVING MEA 17L.
<br />15 105F
<br />5fuTln;17E5 Ken fO fib 2004
<br />FLOR117A VUILDWG COO SECTION 1606
<br />FDC-2 )4 I 1606
<br />IIO MPN
<br />FDC- I�i
<br />1 - 1.0
<br />1`13C-20N ICfION 1606.1.8
<br />EXP05ln 13
<br />ASCE ti�DI E JaFFICIEW
<br />t0.16
<br />COMPONENTS AN12 (IAMING
<br />PE516AN WIND rM55195
<br />FDC-2004 51�CfIOK 16062
<br />GAP.AGE POR
<br />POOF 5HuvaE5
<br />34a 195F
<br />Fr?or�r ENrrr?r Hoot; 5Y51>;M
<br />i .� P�
<br />CONSTpUCTION N01�5
<br />WOOn i RnVIL- WAI,1.5
<br />G�N�pAI.:
<br />1.1) All construction Shall conform to the 2004 Florida Puildinq Code and 2006 supplement,
<br />the 2004 Florida plumbing Code, the 2004 Florida Mechanical
<br />Code, and the 1999 National electric Code.
<br />1,2) These -tandards and specifications are for One (1) stag wood
<br />frame con5tnactlon orJ .
<br />1.3) Any changes to these ply
<br />ans shall be oved by the I%eslgn
<br />�rgineer and submitted to the Pull Ins i%Ivlslon prior to in-tallation,
<br />1,4) The reverse of these plans are not permitted.
<br />FOOVN65 AN12 r0LNt7A110N5:
<br />2.1) Masonr4 units shall be hollow of slid concrete units in accordance
<br />with WM C210 of Cl45. -
<br />2.2) Grout shall have a maximum coar5eaggregate size of 3/ 8" placed
<br />at an 5-II inch slump and have a min. compressive strength of 2000
<br />p51.at2845.
<br />2,3) Concrete shall have a min, compressive strencith of 2500 p.s.►, at
<br />28 days.
<br />2.4) l.'elnforcinq steel shall 6e a min, Grade 40 and identified in
<br />accordance with A5TM A 619, A616, A(911, or A106.
<br />2,5) 1�elnforcinq cover is as fdlows: 3 inches in foundations where
<br />the concrete 15 cast agalmt and permanendy in contact with the
<br />earth. 1-1 / 2 inches for # 5 bars and 2 Inches for #6 bars where
<br />concrete Is formed and will be exposed to the weather.
<br />2.6) l;'elnforchol -tee) shall have a min. 40-bar diameter splice. #5 bar
<br />splice 15 min. 25 inches.
<br />2.1) 4ter►or foundation walls -,hall extend ro more than 3 ft, above
<br />the finish grade and shall be constructed with 8 inch mown units,
<br />WOOL? Fp.AME17 WALLS
<br />3,1) 2x4 load bear►nq wail studs shall be a min. 5pru ce pine rir 2, a-
<br />better, F6-1500 aced with the wide face perpendicular to the wall at
<br />16 inches on center,
<br />3.2) Header -tads at all openings shall be anchored to foundation with hdd
<br />down anchors, or alternate 4rap tie anchoring,
<br />3.30 Al exterior windows and doors l be able to resi-t a min, wind
<br />force of 110 M.P.H.
<br />3.4) Stud framing under window openings do not require floor anchor bolts.
<br />3,5) A weather re5i-cant covering 15 required over the exterior sheathlnq,
<br />3,6) Balloon framing 15 the preferred method on all gable end walls.
<br />3.1) The entire exterior frame walls includinge ends shall be
<br />sheathed with a min. 5/ 6 inch Waferboqablard sheathing (APA rated,
<br />�xpo5ure 1) , or 5/ 8 C 3) ply C17X ph wood,
<br />3,8) Headers shall be as follows: 2-Zxl2 C Spruce-flne-1ir No. 2) with
<br />1/ 2 inch plywood or waferboard spacer where indicated on plan; for
<br />long spans up to 18' -011 ( such as garage doors) : 2-1.19 Y. 11.29 in,
<br />laminated veneer lumber, or 3-2d2 (5pruce-fine-Fit No, 2) with
<br />1/ 2 inch plywood or waferboard spacers,
<br />3.9) Shear wall 5egmenW a5 shown on the flax plan shall be
<br />constructed of:
<br />20 -toads shall be a min. Spruce -Pine -Fir #2 or better placed with the
<br />wide face perpendicular tot wall, sheathed with a min. 1/ 6 inch
<br />Waferboard sheathing ( APA rated, exposure 1) , or 5/ 8 ( 3) ply
<br />C19X plywood. Openings in shear wall 5cgTients can not exceed 15q.
<br />ft, in area. 5tud5 shall be doubled ab each end of each shear wall
<br />segment. Hold down anchor or alternate connection required ab each
<br />end of each shear wall segmenb,
<br />3,10) fop plate and sub top plate shall be a min Spruce -fine -Fir grade
<br />No. 2. 5pl ►ce laps shall be a min. 4 feet.
<br />!d D Ladder framing may be Installed in exterior walls and shear wall
<br />5egment5 at Intersecting perpendicular interior non -load bearing walls; and
<br />at corners of exterior walls per details,
<br />Poor 5Y5fEM:
<br />4,1) Trusses shall be pre-engineered wood tru5se5 deslgned in accordance
<br />with the Tpl 12e541 Specification for Metal Plate Connected Wood Trusses,
<br />42) Wood trusses shall be spaced no more than 24 inches on center.
<br />4.3) Girder trusses shall be de5lgne6l to functlon also as draq struts.
<br />Girder trusses shall be anchored to the wall top plates per details,
<br />4,4) each truss shall be connected to wall tap plates at bearinq end
<br />and anchored with hurricane clips.
<br />4.y) goof sheathing shall be 1 5 / 32 inch Exposure I C-19 sheathing grade
<br />oor 1/ 16 inch Waferboard sheathing( APA rated, �xposurel) .
<br />4,6) I? oof sheathing shall be fastened to roof framinq with 6d nails at
<br />6 Inches on center, Sheathing lonq dimen5l0n shall be perpendicular
<br />to rf i rid d lots shall Le -1
<br />NOTE:
<br />am rig a en jo 70DWre ,
<br />41) W sheathinq that extends max. 12 inches beyond gable endwall
<br />MANUFAG11K1`1P'5 MAZE 1& AN17 IN9%I AT10N LKEPAM LISTING fib
<br />to form overhang, must be nailed to gable end truss or balloon Frame
<br />TE51W WIN7 LOAI75 5wNl,L 6E AVAILADLE ON JOr3 511E PW� f0
<br />top plate with 8d nails 4 inches on centers,
<br />IN9PECf10N FOR ft WT 5HINaE5.
<br />FASTEgpS & CONi CTOtzS:
<br />NO>1;; t2/ 0 `.SIZE ACCOUNT Fop BUCK 511;t'
<br />S.D All ra-teners shall be Installed per Manufacturers specifications,
<br />Ardl A H
<br />I/eSiIM GAT' EAGH 5fo At7rJ
<br />5.2) All anchors/ connectors/ fastener-, rru-t be selected from the
<br />2., for
<br />I i / 2" f0 WB2M 0p 3/ 4" f0 HEIGNt
<br />IF 2X DUCKS J5Ei7.
<br />FA5fMR & CONNeCfOp 5Ci N L r shown on this drawl ,
<br />5,3) Al fa-tenirq/ nailinq shall be per Table 2'06.1 of the 2004
<br />Florida
<br />Puildinq Code, unless otherwise specified.
<br />5,4) Anchor bolts or other connectors specified at corners shall clear
<br />FASTENER AND CONNECTOR SCHEDULE
<br />(WOOD FRAME WALLS)
<br />MANUFACTURER
<br />U.S.P. CO.
<br />SIMPSON, INC.
<br />SEMCO, INC.
<br />CONNECTOR
<br />Mfr. No.
<br />Fasteners
<br />Uplift
<br />Mfr. No.
<br />Fasteners
<br />Uplift
<br />Mfr. No.
<br />Fasteners
<br />Uplift
<br />Hurricane -_Cli Inside
<br />HC10
<br />18 10d
<br />1140#
<br />H10
<br />16 8d
<br />736#
<br />HCPTA
<br />16
<br />8d
<br />792
<br />Hurricane Clip Outside
<br />HC10
<br />18 10d
<br />1325#
<br />H10
<br />16 8d
<br />920#
<br />HCPTA
<br />16
<br />8d
<br />990
<br />Universal Framing
<br />Anchor
<br />MPA1
<br />(12) 8d
<br />685#
<br />A35
<br />(12) 8dx1-1 /2"
<br />360#
<br />FAP18
<br />(6)
<br />8d
<br />596#
<br />Anchor Bolts 1 2"x8"
<br />TYPE A
<br />-
<br />-
<br />TYPE A
<br />-
<br />-
<br />ABJBL8W
<br />-
<br />-
<br />2" Dia. Washer
<br />WSH1093
<br />-
<br />2200#
<br />LBP
<br />-
<br />-
<br />ABJW2
<br />-
<br />1635#
<br />3"X3"X1 4" Washer
<br />WSH916
<br />-
<br />4680#
<br />LBPS
<br />-
<br />-
<br />ABPW3
<br />-
<br />4800
<br />18" Strap Tie alv.
<br />MSTA18
<br />14 10d
<br />1096#
<br />MSTA18
<br />14 10d
<br />1096
<br />--
<br />-
<br />-
<br />24" Strap Tie aiv.)
<br />MSTA24
<br />: 18 10d
<br />11410#
<br />MSTA24
<br />18 10d
<br />1410
<br />-
<br />-
<br />-
<br />Hold Down w/ min.
<br />3" stud thickness
<br />ADS5
<br />(2) 3/4"-Studs
<br />1 3 4-Anchor
<br />3810#
<br />HD5A
<br />(2) 3/4"-Studs
<br />1 5/8"-Anchor1(1)5/8"-Anchor
<br />2964#
<br />ADS2
<br />(2)
<br />5/8"-Studs
<br />2664#
<br />Heavy Hold Down w/
<br />..
<br />min. 3 stud thick.
<br />TDX8
<br />(3) 7/8"-Studs
<br />: 1 7/8'-Anchor
<br />6595#
<br />HD8A
<br />(3) 7/8"-Studs
<br />1 7/8"-Anchor
<br />5559#
<br />ADS7
<br />(3)
<br />1
<br />7/8"-Studs
<br />1-1 S Ancr.
<br />6136#
<br />Top Plate Anchors
<br />TP4X
<br />10 1 Od
<br />1255#
<br />SP4
<br />6 10dx1-1 2
<br />708#
<br />TPP4
<br />12
<br />6d
<br />1040
<br />Post Base
<br />PAU44
<br />112 16d
<br />1925#
<br />ABU44
<br />12 16d
<br />2200#
<br />ABP44
<br />12
<br />16d
<br />2164
<br />Truss Hanger
<br />MSH218
<br />10 10d
<br />1820#
<br />THA218
<br />10 10dx1-1 2
<br />1320#
<br />MSHS218
<br />(16)1
<br />6d
<br />1320
<br />Long Twist Strap
<br />MTW20
<br />14 10d
<br />905#
<br />MTS20
<br />14 10d
<br />860#
<br />HCPFA
<br />16
<br />16d
<br />1132
<br />Twist Strap
<br />MTW12
<br />14 10d
<br />905#
<br />MTS12
<br />14) 10d
<br />860
<br />-
<br />-
<br />-
<br />Truss Tie
<br />HTW20
<br />20 10d
<br />1315#
<br />HTS20
<br />20 10d
<br />1245
<br />-
<br />-
<br />-
<br />Hurricane Tie (Inside).
<br />RT7
<br />10 8d
<br />585
<br />H2.5
<br />10 8d
<br />332#
<br />HCPLL R
<br />8
<br />8d
<br />416
<br />Hurricane Tie (Outside)
<br />RT7
<br />10 8d
<br />585#
<br />H2.5
<br />(10) 8d
<br />415#
<br />HCPLL/R
<br />(8)
<br />8d
<br />520#
<br />Corner Jack Clip
<br />HHCP2
<br />20 10d
<br />580
<br />HCP2
<br />12 10d
<br />665#
<br />HCPLLR
<br />8
<br />8d
<br />520
<br />Girder Tiedown
<br />HUGT X
<br />8 10d 2 5 8"
<br />6800
<br />HGT X
<br />8 10d 2 3 4"
<br />6485
<br />-
<br />-
<br />-
<br />NOTE: VALUES LISTED ARE
<br />FOR USE WITH SPRUCE -PINE -FIR LUMBER, FOR OTHER SPECIES CONSULT ENGINEER
<br />OF RECORD.
<br />MANUFACTURER
<br />HILTI, INC.
<br />RAWLPLUG CO., INC.
<br />CONNECTOR
<br />Mfr. No.
<br />Mfr. No.
<br />1 2" Stud Anchor
<br />Kwik Bolt
<br />II 12-512
<br />Rawl -Stud #7424
<br />5 8" Stud Anchor
<br />Kwik Bolt
<br />II 58-6
<br />Rawl -Stud #7434
<br />3 4" Stud Anchor
<br />Kwik Bolt
<br />II 54-512
<br />Rawl -Stud #7442
<br />1 " Stud Anchor
<br />Kwik Bolt
<br />II 1-6
<br />Rawl -Stud #7461
<br />NOTE: l
<br />GENERAL CONTRACTOR SF ALL REVIEW TRUSS MANUFACTURER'S CALCULATIONS
<br />FOR UPLIFT REACTIONS I AT EACH TRUSS AND VERIFY THAT THE CONNECTIONS CALLED
<br />OUT MEET OR EXCEED THE UPLIFT REACTIONS FROM THE TRUSS MANUFACTURER.
<br />all wall framing required at corner,
<br />5,50 All hurricane clips/ strap tie downs/ uplift connectors shall be sized
<br />per uplift requirements as specified by tru55 engineering, -
<br />STRUCTURE DESIGNED TO THE 2004
<br />FLORIDA BUILDING CODE SECTI❑N 1606
<br />BASIC WIND SPEED
<br />MPH
<br />FBC-2004 FIGURE 1606
<br />WIND IMP❑RTANCE FACTOR
<br />Iw = 1.0
<br />FBC-2004 TABLE 1606
<br />WIND EXPOSURE
<br />EXPOSURE B
<br />FBC-2004 SECTION 160618
<br />INTERNAL PRESSURE COEFFICIENT
<br />t0.18
<br />ASCE 7 TABLE 6-7
<br />COMPONENTS AND CLADDING
<br />DESIGN WIND PRESSURES FBC-2004 SECTION 1606.2
<br />GARAGE DOOR
<br />+15.3 PSF
<br />-18.7 PSF
<br />ROOF SHINGLES
<br />+10.4 PSF
<br />-34.8 PSF
<br />FRONT ENTRY DOOR SYSTEM
<br />+17.2 PSF
<br />-18.7 PSF
<br />VINYL SIDING
<br />+18.0 PSF
<br />-19.5 PSF
<br />NOTE
<br />MANUFACTURER'S MATERIAL AND INSTALLATION
<br />LITERATURE LISTING THE TESTED WIND LOADS
<br />SHALL BE AVAILABLE ON JOB SITE PRIOR TO
<br />INSPECTION FOR THE ROOF SHINGLES AND
<br />VINYL SIDING,
<br />SOUTHEAST DESIGN
<br />INTERNATIONAL INC
<br />2 151 SOUTI.IERN OAKS LANE
<br />LAKELAND FL 3 3 813 - 31
<br />836-648-9069
<br />863-409-6422 (CELL)
<br />DAZZLIN' DONUTS
<br />TROMBO RENOVATtON5
<br />5131 GALL BLVD,
<br />ZEPHYRH ILLS, FL 33542
<br />Project
<br />RESIDENCE FOR
<br />IIARDEVBIJAI PATH
<br />Sheet No;
<br />of sheets
<br />Date / /2008
<br />Drawing No.
<br />Scale
<br />AS NOTED
<br />
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