11 Mimosa Street plans showing exisitng original cross-over

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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MEMBER SCHEDULE W41N (N3) PLY BRACING FRAMING SCHEDULE N3 W41 Ss) ig 8
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1 es &
MEMBER SIZE TIE-DOWN PB 6-4 KWM dmm STRUCTURAL PLYWOOD, EXT & INT NON-LOADBEARING 2.5H | T2 TREATED PINE FRAMING Saf |.
FIXED TO FRAME WITH 30 X 2.8 GALV. STUDS X 35 MGP 10/12 @ 450 CTR ==! |} | s
L1 LINTEL 90 X 35 P12 T2 M12 TIE-DOWN ROD AS PER AS1684.2 CLOUTS. 150 CTRS TO TOP & BOTTOM TOP PLATE Box ce MEP In © 490 TRS 83
L2 LINTEL 140 X 35 P12 T2 M12 TIE-DOWN ROD AS PER AS1684.2 PLATES & TO EDGES AND AT 300 CTRS BOTTOM PLATE 90 X 35 MGP 12 sa a
13 LINTEL 190 X 35 P12 T2 M12 TIE-DOWN ROD AS PER AS1664.2 TO INTERMEDIATE STUDS. PROVIDE M12 RIBBON PLATE 90 X 45 MGP 12 33) (3
CYCLONE RODS FULL HEIGHT TO EACH o/s} |
END OF BRACING SHEET. CYCLONE RODS JAMB STUDS <2550H 90mm REFER TO LINTEL LAYOUT Sea | B
MAX. 1200 CTRS GENERALLY. Frame Sheet Roof su =
NN
EXISTING CROSS BRACES ARE TO BE REMOVED 90.X 35 MGP12 (A) a £
AND REPLACED WITH BRACING WALLS. 2/90 X 36 MGPTO @) a /3|(8 5
BUILDER TO CONNECT LOWER FLOOR TO TIE-DOWN TO W41 (N3) AND £86 2
EXISTING FLOOR SYSTEM AND TIE-DOWN NEW £88 —
LOWER FRAMING TO W41N3 AND AS 1684.2 REQUIREMENTS. AS 1684.2 REQUIREMENTS Bag
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NOTE:- ALL FRAMES ARE NON-LOADBEARING 288 a

 

 

 

 

 

(ENCLOSING UNDER EXISTING DWELLING)

 

CYCLONE ROD/TIE-DOWN DETAIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Min.45mm Solid Blocking Exist. Upper Floor ” D>
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| 90 X 45 MGP12 = a
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: 90 X 35 P12 T2 Non-Loadbearing “ &
| Lower Floor Frame ° =
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Page 7 of 10

 

 

 

     

DIRECTION A
PROVIDED 53.76 KN + NOM.
REQUIRED 49.50 KN. & CCURATE,

- “Bui DING DESIGN

LOWER FRAMING LAYOUT 1:100 ;

* PLEASE NOTE.- ANY CHANGES TO OR SUBSTITUTION OF STRUCTURAL MEMBERS OTHER THAN BY A CERTIFIED ENGINEER, WILL VOID ACCURATE
BUILDING DESIGN OF ANY RESPONSIBILITY FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THIS BUILDING DESIGN.

 

 

 
   

 

 

Cle) Ee ee aS
ROLE TAM ae MET A

E [email protected] M 0408 000450
www.accuratebuildingdesign.com

ACCURATE

 

Blue Authors initials denotes original copy.

© Copyright: These plans are not to be copied wholly or in part without written permission of Accurate Building Design.