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Archs and Structurals

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FLOOR MEMBERS:-
NO.   MGP12    F14 or F17       SPANS
       H3       HWD H3
B1            175x75 F14     CONTINUOUS
B2            175x50 F14     CONTINUOUS
FJ1           175x50 F14       SINGLE
FJ2           100x50 F14    CONTor SINGLE
PP1           150x50 F14     CONTINUOUS
PP2           150x50 F14     CONTINUOUS
PP3           150x50 F14     CONTINUOUS


[OCR of page images]
 

 

FLOOR MEMBERS:-

 

 

 

 

 

 

 

NO. MGP12 F14 or F17 SPANS
H3 HWD H3
B1 175x75 F14 CONTINUOUS
B2 175x50 F14 CONTINUOUS
FUL 175x50 F14 SINGLE
Fu2 100x50 F14_| CONTor SINGLE
PPi 150x50 F14 CONTINUOUS
PP2 150x50 F14 CONTINUOUS
PP3 150x50 F14 CONTINUOUS

 

 

 

 

 

 

 

 

TIMBER FRAMING & CONNECTION NOTE
ALL TIMBER FRAMING CONNECTIONS SHALL

COMPLY WITH THE REQUIREMENTS OF 'AS1684 — N3
TIMBER FRAMING MANUAL. ALTERNATIVE TIMBER SIZES
AND EQUIVALENT CONNECTIONS CONTAINED IN N3
FRAMING MANUAL MAY BE USED IN LIEU OF DETAILS
SHOWN ON PLAN WITH THE COUNCIL INSPECTORS

& ENGINEERS PRIOR APPROVAL.

 

FORM 15 CERTIFYING RPEQ ENGINEER

BLACKALL RANGE CONSULTING ENGINEER

Consulting Civil, Structural and Geotechnical Engineer

Campbell J Foster

BEng(Civil), MiEAust. (60973), CPEng, RPEQ (7728)
ABN 36 088 070 202

 

Po Box 342

Mapleton, QLD, 4560
(07) 5445 7375 (Office)
(07) 5445 7332 (Fox)
0419 140465 (Mobile)

 

 

 

 

 

VILLA 2 Level 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|

=

——I

 

 

 

 

 

LEVEL & FIXING TBC

 

 

 

 

 

ON SITE BY BUILDER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

T T T T T T
. EXISTING LOAD BEARING BLOCK WALL PPS EXISTING LOAD BEARING BLOCK WALL
I ]
TTT TTT Prater
i, PR2 | LL et | Fue 450 ors
Bii i Blii i iBT iy |} tig P11 1a continuous span
a ff tt °
Pl rt re | B21 1) B21 |
Bl) || Flee inl ||| LLL OPS.
rd | CONTINUOUS span | | | | Id l
ee
VILLA 1 Level 1 PP Ra
td Pride
= pe PT lo
a
FLOOR FRAMING PLAN
e INDICATES M12 TIE DOWN @ 1200 CTS FASTENED TO FOUNDATIONS OR LOWER STORY BEARERS.
© INDICATES M16 TIE DOWN THAT IS FASTENED TO FOUNDATIONS OR LOWER STORY BEARERS.
x INDICATES M16 BOLT
ISSUE | _ DESCRIPTION DATE f aE ORETING DRAWING TITLE: PROJECT: THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST Nor BE REPRODUCED | PROJECT No. REV
A ISSUED FOR FORM 15 15.09.20 (B.Tech, AD.C. Eng, OBCC 656975.) FLOOR FRAMING PLAN EXTENSIONS/RENOTAVIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. (¢) 2020. 220-132 A
14 Aquila Court,
Se sees SCALE: DATE: SITE ADDRESS: g SOUTHERN CROSS PARADE] OWNER/S: MR. & MRS KOTZEE SHEET No.:
Mob 0438786080 : . 14 0F 17
Ga mon Py tg Hee ratgepcretcom.au 1:100 (A3) SEPT 2020 SUNSHINE BEACH, QLD C/- ST ANDREWS CONSTRUCTION

 

 

 

 

 

 

 

 

 

 
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