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BA190515 - 91 Upper Hastings Street Noosa Heads - 2019-1027 - 91 Upper Hastings Street - Rev 3 · OPW20/0026
Attached to the e-mail Civil Plans & Cover Letter OPW20/0026 - 91 Upper Hastings Street Noosa Heads.
Existing Timber Beam PB1 Beam
14 Guage 14 x 32mm Hex-head 2 Bolt dia. min
M12 Chemical Anchors PL1 Screws, Min. 6 per Side, or
5 Bolt dia. min
Galv.@ 900 Ctrs Max. 2 M12 Galv. Gr8.8 Bolts M12 Bolts M16 Gr8.8 Bolts
Galvanised or S/S @900 Ctrs & either
4 Bolt dia. min side of beam joint
P2 HWD Post
PB1 Beam
Rafter
TIMBER POST P2 to PB1 CONNECTION
Not to Scale
4mm (Min.) Thick "L" Bracket Timber Beam Securely
100mm Wide x 200mm High Bolted to SHS Posts
Both sides of VB1/2
TYP. PLATE DETAIL 1
TYP. RAFTER TO PL1 CONNECTION Not to Scale
Not to Scale
Rafter/Joist
Framing Anchor Timber Beam/Bearer
Lintel L3
TYP. DETAIL
150mm long, 6mm
N.T.S
Fabricated Angle
2 Bolt dia. min
M12 Bolts 5 Bolt dia. min
140 SQR HWD H3 Post
4 Bolt dia. min 2/M12 bolts through
REF: DETAIL galv. Cast-in stirrup
190 Core Filled Block P1 Post
75
L4 M12 Chem-set Bolts
Min. 125mm Embedment
L1/L5
L1
TYP. P1 POST/BEAM CONNECTION DETAIL
190 Core Filled Block
N.T.S
REF: DETAIL L1
L2
M12 Cyclone Rod PFC or Timber
Lami-Beam
TYP. P2 POST-BLOCK CONNECTION DETAIL
N.T.S
M12 Rod Chemset
L1 into Block - 125mm Min FLOOR MEMBER SIZES
Core filled Block MEMBER SIZE ALT. SIZE GRADE SPAN
L1/L5 LINTEL & BLOCK CONNECTION DJ1 150x50 F14 140x35 MGP12 H3 Single Span
N.T.S DB1 200x50 F14 190x45 MGP12 H3 Cont. - 2 Spans
PL1 150x50 F14 140x35 MGP12 H3 Single Span
BRACING SCHEDULE WIND DIRECTION "A" - (Wind Load = 3.6kN)
BRACING TYPE BRACING UNITS BRACING QTY TOTAL BRACING
LINTEL MEMBER SIZES
(kN/m) (m) FORCE (kN)
REF: DETAIL MEMBER SIZE ALT. SIZE GRADE MEMBER SPAN
Ref: Deatil 1 PLYWOOD - 4.5mm 6.4kN/m 6.0 46.0x6.4=38.4
L3 - Plate Existing Beam Steel SHS Posts 4.0kN/Each 0 0 L1 100x6mm "L" - G300 Galvi-lintel
190 Core Filled Block 12kN/m >1 >12.0 220x35 KD F17 200x58 LVL 15 T2
P1 PL1 PL1 L2 Single
>3.6 kN
Existing Post NOTE:
L3 200PFC 280x65 GL18C T2 Single
* The bracing capacity values used applies to a 2.7 m high wall
Pergola Rafters RF1@600 Ctrs BRACING SCHEDULE WIND DIRECTION "B" - (Wind Load = 3.6kN) L4 395x65 GL17C 390x65 GL18C T2 Single
BRACING TYPE BRACING UNITS BRACING QTY TOTAL BRACING
L5 100PFC 75x50x5 RHS G300 Single
P2 PB1 P2 PB1 P2
(kN/m) (m) FORCE (kN)
PLYWOOD - 4.5mm 6.4kN/m 4.5 4.5x6.4=28.8 RF1 140x35 KD F27 140x35 KD F17 H2 Single
Steel SHS Posts 4.0kN/Each 0 0 PB1 240x45 KD F27 240x45 KD F17 H2 Single
190 Core Filled Block 12kN/m >1 >12.0
REF: DETAIL NOTE: >3.6 kN P1 75x4.0mm SHS 90x3.2mm SHS G300/450 Single
* The bracing capacity values used applies to a 2.7 m high wall
A P2 140 SQR F27 125 SQR F27 H3 Single
BRACING LEGEND
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.
B 0.9m
INDICATES M16 BOLT
INDICATES 900mm LENGTH
WIND DIRECTION TO ONE SIDE OF STUD WALL, STUDS TO BE AT 600mm CENTERS MAXIMUM. VERTICALLY INSTALLED SHEETING TO BE
NAILED TO TIMBER FRAME WITH 30mm x Ø2.8-3.15mm
AROUND ALL EDGES AND BUTT JOINTS AND AT 300mm CENTERS ALONG INTERMEDIATE STUDS. PROVIDE M12
GROUND FLOOR LEVEL TIMBER FRAMING, CYCLONE ROD WITHIN 50mm OF EACH END OF THE BRACING WALL CONTINUOUS FROM TOP PLATE TO SLAB/FLOOR
FRAMING AND M12 BOLTS FROM BOTTOM PLATE TO SLAB/FLOOR FRAMING AT 1200mm CENTERS MAXIMUM IN BETWEEN
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall
Range Consulting Engineer and may not be copied, altered, sections omitted or erased and changes
made without the prior written approval of Blackall Range Consulting Engineer. Acceptance of Blackall
LINTEL, BRACING & TIE-DOWN PLAN Note: All external walls are Load Bearing Walls (LBW) U.N.O Range Consulting Engineer fee proposal or estimate is deemed sufficient to effectuate an agreement.
Non-payment of said fee proposal or estimate and subsequent use of Blackall Range Consulting
N.T.S
Engineer drawings or material is a breach of said agreement and subject to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
A Drawings -
Drawn
CJF
Checked Date
CJF 24/04
Site Classification: P BLACKALL RANGE CONSULTING ENGINEER CLIENT: PROJECT DETAILS: Sheet No. 4 of 8
Consulting Civil, Structural and Geotechnical Engineer ABN 94950162458
Date Issued: DEC 2019
Soil Classification: CH MR ADAM LAW PROPOSED RENOVATIONS
Campbell J Foster Po Box 342 CAD File:
Copyright: The design and engineering content shown on this drawing remains the property
Wind Category: N3 BEng(Civil), MIEAust. (609713), CPEng, RPEQ (7228)
Mapleton, QLD, 4560
(07) 5445 7354 (Office)
91 UPPER HASTINGS STREET DRAWING NUMBER REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458 Terrain Category: 2.5 Signature
(07) 5445 7332 (Fax)
0419 140465 (Mobile)
NOOSA HEADS 2019-1027-04 3
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