RECEIVEDSomersetRegionalCouncil

11 FEB 2019·

Doc ID:

Box No: R

Mc

KE

YS

.R

OA

D18

3o3

760.

017

3°57

'40"

157.

878

a

1790

313

0

259.

786

m

r

130.

0

135M

cosm . rroM m£ Tu JoIST o omD6W( sem Wlm 2.×30 M3.ogem /lAfLS AT M,e Aso raM

SX 30 ooTT* NNtwr49)

6PMIN6H/IM (12ox15) HAraweep®% bo x Lo r.x.ny.tt, rio k 50 JoTST

SPVw<°D cmWoup "¼wooDl'PI.c .T. T T

PC,ML 1CcNWecmow sorrom purr. "ro Jor£1 os(.C|Þ(ai/Lb SC.yVB

FLcOk EE GR.. |fo y ACDwoOD

tCT 9/MH Cl 0 ey'104T. AOÞ P,r,1pc.,1t16 Sé 2OX'l IMS.DWooÞ

. A16 THE D/dve 9//.L

Tor Ptow. t/sxeo Curowooe)or'. O.5'-px70 TAGF1E

con/J

2xgo xNAILS å7 rQy LfGS MM

DF/T/ill. 4p, p'(/MEOLT AT 900 MM 0 6°TTOM PíJTE

. D x?d l'·b?ff. C@/.lNu7toM ToP f-LaTE To PLoon i3cnr.ec. anBraD6W BEAM

&l*l5T th, Pl4CV. ?LhBAsruMr^0.D looTRA

Ca/JNECTíoM L30Ti'OM PLATE T6 ExisTw6FLoon. cwo

Tonny RahardjoRPEQ 15103

CLIENT TITLE

BTAIL Co/JNGC.TtONS

DEstGNED DATE CHECKED DATE CALCNs. REVNo.

_ _ _ . . __ ____. .....____._ ___ __SHEET OF

I | | | | | l l l l i | [ ] i l 1 | | | | | | |

_ _ _ _ _ _ _ _ _ _ _llorizor11ar Lmtt jo nts permitted,provided- 150 mm

- --__ - - - -- - - - - -- -- -- - - - - - - --- - -ed to nogo no at 150 mrn centres |

_ _ _ _ __ _-- - plywoodshall be na led to °' M°'h° *"4 °

plaie to bottom plate/Iloorframe. NiethodR has no rods bul sheathingshall be. frame using 30 mm x 2.8 mm M m wp and bauam pWes and any horizonta!jaims at 50 mm cemres.

50 mm - diametergalvanisedflat head - Horizontalbuti jolnts are permitted. provided. ___. . .. Dalls - nail flxed to noggingat s - 150 mm centres forL

._ Meth od A, or s = 50 min c e nires for Method B -- .. ___ ._ _ __ ....... _ _.

Sheathed - __-- par:els -- -------shall be minimurn7mm - ... . . .

.-.-.._ __ _--connected thickplywood . - - .. __ ___----_ _ rade Fil .... . . _ _ _ __ _ _r spa r

g ogs gge ed - co nec itailFo

beareror -

r r c m d a e s u sO °? sing e I ne at hal walt heigh Bridging Beam forground floor

bracewall .For second floor

-- - Refecto detail l for

---- - -- - - -wall, connect the top plate to Method A nniv: M12 rod top ta bortorr sheatheapanels shall te

_ _ connection to Joist or

-- - -- - - - - - - -rafter using the same detail as plate each and or sneathedsection connectedto subrloor

BridgingBeam

- - - - - - -th connection bet n

1__l__j__i__l 1 - - - platetorafter. - RefertadetaillforconnectiontoloistorBridging - - -- -BRACE WALLTYPE 2 Beamand detai12 for connectionto the slab .-.. -- - - -- -. __ _ .._ .--.. .

I I | | | | I l I

. __ __ _.._ _ ___. . ..... . _._.

BRACEWALLTYPE1,(MethodB,preferred)

_ _ _. ._ _ _ .L Date Client: Title: 19 McKey Rd, Crossd e

, BRACE WALLTYPE AND DETA1LS

__ . _.

_ _ __ _ _ _ __ eked by: Signed: Date. (sstred for: ProjectNo: Rev:

. .1_

. . _ .. __ _ . ._| o_ ___Ionny

Rahardjo I

__ PEQ15103 __ .

_.______ _ --I ^*°wd. : Signed: Date: Printal: Scale: Area Sketch.No:

1 I J | A3 N.T.S. SKH-0004 RO

Brace Wall Type 2

MinimumLength = 5 m

Brace WahType 1

. MinimumLength = 5 m

- _J

_ __ _ J . _ .. ...: Brace Wall Type 2

- . . ., _ MinimumLength = 4 m

Brace Wall Type 2 BraceWall Type 1 Brace WallType 1 BraceWall Type 1 Brace Wall Type 2

MmimumLength= 4 m MinimumLength = 3.7 m Minirnum length = 3.7 m MinimumLength = 3.7 m MinimumLength = 4 m

Engmeenng by Srgned Date Cheni: Tde 19McKey Rd Crossdale

, , SECONDFLOOR- BRAC5NGWALLLOCATIONTR . 14/10/1B

Checked by. Signed Date Issuedfoi ProjeciNo Rev

0

RPE 51hadjo

Approvedby Signed Date Pnnt a1 Scale. Area Skelch No

A3 N.T.S. SKH-0003 R0

BracingWall Type 1

w-~

r. Minimum length =3.5 m

.r ,r_ BratingWall Type 1

Minimum Length =7 m

BracingWall Type 1

existmg t<e rod - --- Minimum Length =7.5 m

braang (typ)

BracingWall Type 1? ? ? ? ? . .

Minimum Length =1.5 m

Bracing Wall Type 1 Bracing Wall Type 1 Bracing Wall Type 1

Minimum Length=9 m Minimum Length =7 m Minimum length =3 m

Eng neenng by Signed: Dale. Client Title 19 McKeyRd. Crossdale

GROUND FLOOR - BRACINGWALLLOCATIONTR 14/10/1B

Checkedby. S1gned Date Issuedfor Projec1No Rev

Tonny Rahardjo oRPEQ 15103

Approvedby Signed Date Pont al: Scale Area Sketch No

A3 N T S SKH-0002_R0

.L

--

61 0 i é r

s.1 I W4 .lr H T pl

o Pry) v/F 7

F.

r . . Eh Ir

n .,,.

rY(.y 7 v1r 3,rr

u . c.r n.

t ts ,

oct e n r r r<a eneu , a e r

n i ur n we i rw n r e

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r w r rr1H q

. F /

- P§- --. -

t. I t r .

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, .

t./· -r>

0

Hoort n.a

Engineerrngby Signed: Dato: Client Title

cher:kedby: Sígned Date issued for. Projecl No llev

Tonny Rahardjo Appmveaby. slaaed Dale Prstat. Sca!e. Area Skelch No

RPEQ15103A3 N.TS

/

....._.] ..._1_._ l.. .. . a . a a . 1.

1.

a

Section 11

.

..,..,,., =.,., fnE r C ,.. .SDA ,

X

r1

7

IV FLOOR

o

Right Elevation1

1 50

........... .... .... ....... ,.m. ........ .... ....amouwennoemeAyuse e.N3 CROSSCALE ggg,_a ELEVA*lCN n 13

L eft E evation1.

A 12

Ex'5¼G . Ot:VEPEDW!NDOWSTO E3E

..----~ WFf-_Ar:F:3vviiuNir>N:ivvivrxms r

I R IMHMBH;1 Ablu HH5950

0

yEave Height

o2500 a

y 1stftooR s0

0Rear Elevation

11 50

nrewmomree omnio- onww vyn on PROJECT OMWFH NQ. &c ?

e,.ammensieurune 19MCKEYRD ouwN3 CROSSDALE REAR ELEVATf0N o

rEA'vE HE GHT 2

5950

av.ow - ve

O

Fave Height

2500

F OCR

a

OO

WN..t. 'O Ei". C,,ADOf..DVER CALC: ist OM UHB ¼HF6 TING

2.

Front Elevation1

1 50

.I,-.. ...lGN DRAWN VER$lGN Pkf>JECT OftJLWTNGNO. EdAE.? DATR

EMQINEElit4SIQNATU.e 19MCKEYRD -N3 CROSSDALE FRONT ELEVATION o, $,S

, .A .

$-

r.

4s

1 . .

2nd FLOOR2

. .~.....~ ...... .~. ....- - ----N3 . -

. 1

B -- . . ... ..... ..... ...... .e. .__...

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e s'.

?

4 a , e # ? ?5 .- r -

E ? ? ? ., y

e e + e a 6 ? ? ? ? ? $ ? ? ? ?

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PERSPECTIVE VIEW 11

2PERSPECTIVEVIEW 2

s3