Submitted Plans MCU11/0204

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52.03 Sq M |) Bees

302.86'Sq M
57.47 SqM
412.36 SqM

FLOOR AREA
LIVING
GARAGE
PATIOS
TOTAL

 

 

 

 

  

|

Obs Safety
Robe

     

pedro 4
4

 

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AATWEOZE

            

WIND CATEGORY,

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2354 Panelift

     

Provide 4:100 fall to floor wastes in wet areas.

All water closets to have lft off hinges.
All wet areas to comply with BCA 3.8.1

   

   

NOTE

No |

LN
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®) Smoke Alarms are to be installed in accordance with BCA
Clause 3.7.2. Alarms to comply with AS 3786.

Bedroom 2

  

     

 

MSW8t60

   

 

 

 

    

1218ALW

            

A218ALW

Siting Room

 

 

 

 

 

 

 

 

Imensions.

 

 
 

1218ALW
421BALW

Refer Page 3 for D

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Page 4

   

fe vbeantefy

Aof 10

   
    

Colorbond sheet roof
pitched at 25°

 

DWG NO

  

 

 

 

 

PROPOSED RELOCATION

ELEVATIONS

Friday, 23 September 2011

 

 

  

 

 

 

 

 

 

  

TITLE

  
 

 

ELEVATION A

(South)

Galvanised Mild Steel lintels
to brick head over windows

 
    
  
   

   

Sarking undr Flat fibro cement Panelift garage door
cladding with timber cover
battens at 1200mm ctrs.

    
  

       

 

    
  

 

 

 

 

 

 

 

 

    
          

 

 

 

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ELEVATION B |

WE a mmm me meee (North)

 

 

Painted solid render to brick walls

   
  
 
  
 

  

600 ofh
I

SCALED. IF INDOUBT PLEASE CONTACT THIS OFFICE.

NOTE: FIGURED DIMENSIONS TAKE

~+ Colorbond gutters

 

 

 

 

 

 

 

 

Aluminium framed windows |

 
      
  

   

 

 

 

 

 

 

 

 

 

 

 

 

©COPYRIGHT - THIS WORK IS COVERED BY COPYRIGHT LAWS AND CANNOT BE COPIED IN WHOLE OR PART

 

 

 

 

    

 

 

 

 

 

 

 

  

 

 

 

 

 

     

 

1
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8 1.
ELEVATION C , o
BOs VLR EAASIIN Ne Sarking undr Flat fibro cement F ®
(West) cladding with timber cover o 8
battens at 1200mm ctrs. . 5 8
B59
8 °
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BSYs5a
C5050
3 Wi Oc
Ceiling Height 3000 Pd ss 3 g
Ceiling Height 2700 enn E
ee @socs
Joinery Height 2400 £08 82
Joinery Height 2100 g ° s 3 3
naaee
Rendered Fibre Cement
sheeted heads cy
Floor Level = — : : . \
Natural gound level
eee ELEVATION D as) 2 SY.

 

Page 5

 

Direction X

. Direction Y
& BRACING REQUIRED - 189.44 kN'S .
BRACING PROVIDED - 196.94 kN

5 of 10

 

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JOB #
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¥20(800)5.12" = ¥24(600)3.84_
Rom NY : mae 7%

      
  
  
  

 

 

x OK
————™ X27(600)3.84

182164 KN >

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nn 4

X20(600)3.84
PROPOSED RELOCATION

BRACING

 

Friday, 23 September 2011

 
      

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B

 

 

 

X21(900)5.76
x
TITLE

 

 

BRACING REQUIRED -
BRACING PROVIDED -
S

 

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Y22(2700)17.28 ¥28(2400)15.36

   
 
  

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1270 McKINNON DRV
RINGTAIL CREEK, 4565

JOE FRANZ

 

X19(1800)11.52

 

X25(600)3.84

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~— A ¥13(1800)5.4 / Hf} N14(2700)8.1 f

NOTE: FIGURED DIMENSIONS TAKE PREFERENCE OVER
4:100

‘SCALED. IF IN DOUBT PLEASE CONTACT THIS OFFICE.

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Note

 

 

Note Only tiedown rods associated with bracing sheets are shown.
12mm Cyclone rods are to be placed within 100mm each side
Bracing and tiedown information provided of openings and spaced no further than 1200mm (RLW 6600)
is a recommendation. Other methods can and 1500 (RLW4500).

be used, provided that the combination of
bracing and/or tiedown systems is

installed porrectly and evenly throughout / mT a o : . oO . 60% of the required final bracing needs to’be fitted during N. 4
meet the Wind Load and Uplift Calulations a : : / . construction,

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Fineline Residential Design
P.O.Box 235, Eudlo 4554

 

 

 

©COPYRIGHT - THIS WORK IS COVERED BY COPYRIGHT LAWS AND CANNOT BE COPIED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF FINELINE RESIDENTIAL DESIGN.

 

 

 

Temporary bracing during construction

 

 

 

 

 

 

 

 

provided. This can ‘nelude the fited final bracing panels. _\wanv careoory

 

 

   

Page 6

 

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2 = 2
me : . ay s :
BRACING METHODS as g|°
: : E2=s| s/o
b .A-METAL STRAPS (TENSIONED) 0.8mm 1.5 kNim x * 8
18.45 SqM 7.’ 7 WITH AMIN SECTIONAL AREA OF Eee i |:
5 we '45.2mm? FIXED TO STUDS WITH ONE
30X2.8mm GAL FLATHEAD NAIL AND
TO THE PLATES WITH THREE 30X2.8mm -l2
X DIRECTION (In Sections) 2 GAL FLATHEAD NAILS. 35/2
48.45x1.8 + (5.17/2)x1,.7=37.60kKN . - te VETS Pi ens Aecie S _ (BRACING SYSTEM TYPE (b) AS1684.2) NE
(5.17/2)x1.7 + 40.13x1.7 + (8.36/2)x1.6 = 79. BO KN ose hott Be fate ve Sian i.e vais: |) Plywood'*Plywood'shall be nailed to frame using 8 @ galvanized Minimum plywood & i : ) 5 sO |
(8.36/2)x1.6 + 17.21x1.8 + 8.36x1.6 = 51.05 KN . flat-heiid tails or equivalent. f cys Ce Secasps ce La thickness, mm_ raat = 30x0.8mm METAL STRAPS LOOPED 3.0 kim Ela z=
; Stress | Stud spacing OVER PLATES AND FIXED WITH FOUR fee
Total X Direction - 167.95 KN For Method A, M12 rods shall be used at each end of sheathed section top d mm 30X2.8mm GAL FLATHEAD NAIL TO. = a QO ~
ae plate to bottom plate/floor frame, Method B has no rods but sheathing shall be grade 450 | 600 EACH END AND STRAP TOP PLATE WITH ° g =z
nailed to top and bottom plates and any horizontal joints at 50 mm centres, F8 7 9 FOUR 30X2.8mm GAL FLATHEAD NAILS. NS Ww
: a ; ; Fil 6 7 (BRACING SYSTEM TYPE (d) AS1684.2) = ei Q
Horizontal butt joints are permitted, provided —F F14 4 6 BR “4
nail fixed to nogging ats = 150 mm centres for s F27 4 4,5 C - F27 4.0mm PLY BRACING WITH M12 6.4 kN/m oan
. 36,00 Sqm etho ,ors= mm centres for Metho ei Fastener spacing, (s) ANCHOR RODS @ ENDS AS PER cd
Sah 9 Method A °° tres Tor Method B mm. TABLE 8.18(h) AS1684, E
a . . E
ST | | top and bottom : (BRACING SYSTEM TYPE N-3)
Jt late: :
. 5 Pa ae Method A 150 D - HARDITEX BASE SHEETS WITH 4.3 kNim ;
Y DIRECTION (Kitchen Sections) € tt — Method B 50 M12 ANCHOR RODS @ ENDS AND Z
8.61x1.6 + 36.00x1.7 = 74.98 kN 2 I. Vertical edges 150 | Method A 1200mm MAX CENTERS. g
oF : Intermediate 300 64 Laut STATE (Plastic State(2.9kn/m) 5 re
. studs ‘actor (1.5)), < 2
Method B a
ef +|_, Fixing of bottom “6.0 E- DIAGONAL CROSS BRACING WELDED 22.5 KN/ fi OM
48.29 SaM ET YT. plate to floor frame or BETWEEN SUPPORTING POSTS. wv z 5 i
.29 Sql ° slal rd nZ
Sf Method A: M12 rods 1 INDICATES M12 HOLD DOWN 2] 4 282
; . } , + . a as shown plus a BOLTS AT 1200 CENTERS MAX AND QZ ES <
¥ DIRECTION (Bed i Sections) . t t } 13 KN capacity AT EACH SIDE OF OPENINGS Flu wed
.29x1.6 = 29. . . 1 . t : a i . Ons
| | E |) etme Soa Eo ee se
Bia
Method B: A 13 KN ONLY AND FOR OPENINGS OVER SPECIFIED =| °
capacity connection WIDTHS AS PER AS1684 OR ENGINEERS &
36.33 SqM 12.89 SqM Method A only: M12 rod top to bottom Sheathed panels shall be|at each end and DESIGN. a fy
° plate each end of sheathed section connected to subfloor intermediately at E By
INOTE: For plywood fixed to both sides of the wall, see Clauses 8.3.6.5 and centres = oe
Y DIRECTION (Garage Section) 8.3.6.10. 5/86
36.33x1.6 + 12.89x2.1 = 85.2 KN E ae OU
. gh OW)
oe
Bla
Total Y Direction - 189.44 kN < 36 O
ee “12h
X WIND LOAD RESISTANCE TABLE Y WIND LOAD RESISTANCE TABLE (4) Metal straps—Tensioned-—With stud straps gigs FS
MARK] TYPE |LENGTH]UNIT| RESISTANCE MARK] TYPE |LENGTH| UNIT} RESISTANCE z 28
x1 |c |1200 [6.40] 7.68 yt |c  |g00 16.40] 5.12 i se eee eta cod te zee
x2. [Cc 1500  |6.40 | 9.60 y2 |c 1500 |6.40 | 9.60 ooped over plate and fixed to aise OC
7 stud with 4/30 x 2.8mm @ galyv. Rig
X3 c 600 6.40 | 3.84 Y3 Cc 1200 6.40 | 7.68 fla’ } ; 8 a4
. at-head nails (or equivalent) to BiH
X4 Cc 1500 6.40 | 9.60 Y4 Cc 4200 6.40 | 7.68 each end. Alternatively, provide wl 85
x5 = |C 600 6.40 | 3.84 SUB TOTAL 30,08 kN single straps to both sides, 5
X6 B 2700 3.00 | 8.10 Yio {Cc 2100 6.40 | 13.44 with 4 nails per strap end, z
SUB TOTAL 42.66 kN Y11 Cc 2100 6.40 | 13.44 or equivalent anchors 8
x10 Ic 1600 6.40 | 10.24 Y12 «|B 2700 3.00 | 8.10 = <> or other fasteners 2
X11 [Cc 1500 6.40 | 9.60 Y13 «|B 1800 3.00 | 5.40 g a
x12 «(IC 1000 6.40 | 6.40 Y14 «|B 2700 3.00 | 8.10 . 3.0 4 "
x13 B 2700 3.00 | 8.10 v15 «Ic 4500 6.40 | 9.60 30 x 0.8 mm tensioned metal . & kc
xia lc {900 |640] 5.76 yie |C  |1500 6.40 | 9.60 Se eee eae et oad z 5 19
X15 c 900 6.40 | 5.76 Y17_|C 1200 6.40 | 7.68 nail (or equivalent) and to “8 8 e 3
X16 |B = |2100 | 3.00 | 6.30 SUB TOTAL 75.36 kN plates with 4/30 x 2.8mm i 2
. hy
X17 «([C 900 6.40 | 5.76 Y20 jC 800 6.40 | 5.12 30° to i galv, flat-head nails, or 8 « ° 3
x18 IC 1800 6.40 | 11.52 Y21 |G 600 6.40 | 3.84 80 alternative metal strap, fixed “eye 2
Xi9_|C 1800 __|6.40 | 11.52 Y22 |C 2700 = 6.40 | 17.28 VA as above, with a net sectional 8) 8e 8a
SUB TOTAL 80.96 kN Y23 C 2400 = {6.40 | 15.36 t area not less than 21 mm? {ie oGe8
X20 =#|C 600 6.40 | 3.84 Y24 (|B 2700 3.00 | 8.10 5 = 8 & Zo
x21 |C 900 6.40 | 5.76 Y25 jC 2200 6.40 | 14.08 1800 mm min. to i a2 at BS
x22 |C  fr800  |e4o| 11.52 ye |B 2700 [3.00 8.10 2700 mm max. slab, with nominal fing requi¢ement eee ee
X23. jC 4800 6.40 | 11.52 . . ELoa XS 23
x24 |c |900 [6.40] 5.76 y28 |C |600 6.40] 3.84 gem 2 62
x25 |G |600 |6.40| 3.84 y29 |C [600 |6.40| 3.84 Ae:
x26 (|c 600 6.40 | 3.84 Y30 |C 600 6.40 | 3.84 3 -
x27 |G (600 6.40 | 3.84 | [SUBTOTAL 91,50 kN
X28 |B 2700 _|3.00 | 8.10 : ° : ° : . . . : . . : : . : .
SUB TOTAL 58.02 kN a So . N. 4 wk

. « X DIRECTION TOTAL PROVIDED 182.64 KN... _Y DIRECTION TOTAL PROVIDED 196.94 KN 3-88 gh Ce se at ct oe Nemo caresory) |

     

Page 7

 

 

 

7 of 10

 

 

   
 
 
 
  

 

 

 

 

 

 

 

 

 

 

 

   

Timber Schedule P
8
bl) sonia TT ype TIE OWN REQUIRED * 3
a
“itd Top Plate (RLW6.6 - TD 1.2) 3/45x90 HYNE Frame MGP12 Tie down is required to the | AS1684 8 6
Top Plate (RLW4.5-TD1.5) | S/45x90 HYNE Frame MGP12 eet Required Provided Reference
= Battens to trisses> >=: | 0.9x0.9x4/39 = "3.56 KN /1/75mm No 14 Type 17 screw with 50mm of penetration | Table 9.25 (d)

Common studs (3000mm) + _| 90x35 HYNE Frame MGP12

 

-| Trusses to top plate 6.6m, 6.6x0.9x2.44'= 12.71 KN /30x0,8mm Looped strap with 4/2.8mm dia nails each end] Table 9.22 (c)
2

 

     

 

      

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
      
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

          

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

=/2
=/5
Common stucta (700mm). 80x35 HYNE Frame MGF19 Trusses to top plate-4.5m  4.5x0.9x2.44 .67 KN |30x0.8mm Looped strap with 4/2.8mm dia nails each end] 1 ale
Bottom Plate ** +. ‘| 35x90 HYNE Frame MGP1 | Top/plate to slab 6.6m =| 6,6x1.2x2.14 = 16.95 kN }1/M12 Cyclone rod every 1200irim “4 ‘ BAB (A: 3/o =
oO
NON LOAD BEARING MEMBERS “| 90/70x85 HYNE Frame MGP 10. ~ »+| Top plate to slab 4.5m . | 4.5x1.5x2.14'= 14.44 kN |1/M12 Cyclone rod every 1500mm - - | Table 9.19). |. 2 g =
aa = - C1 Column . ~> | 4,5x1.8x2.14 = 17.33 kN |4-N12 Vert bars cast into footings. 1/N12 Bolt to beam , a #
sJamb Studs (RLW6.6) C2 Column 4,3x2.4x2.14 = 22.08 kN |4-N16 Vert bars cast into footings. 1/N12 Bolt to beam 2/9
Oy)
4000 4180x46 HYNE Frame MGP12 Beam to Lintel "A" 4.3x1.8x2.14 = 16.56 kN |125x125x8 RSA Connection with 2/M16 Bolts each end la al Nia Q
3000 - 2100 3/90x45 HYNE Frame MGP12 . ne ka Rg & lu
1200 290x45 HYNE Frame MGP 12 iL (a & e =
4800 290x45 HYNE Frame MGP 12 <I S| i
Jamb Studs (RLW 4.5) IS S| wy
4000 3/90x45 HYNE Frame MGP12 I = —
2400 - 2100 - 1800 2190x45 HYNE Frame MGP12 iO
5 | 90x45 F17 KD
&
| z
2 g
‘3 a &
| n
2 L rN 5 ®
L >
RLW- Roof Load Width TD - Tiedown 3 Q hs 5 i 2
ba i x
{( “EXPOSED TIMBER TO BE DURABILITY CLASS 1 3 = ny 3 2 S wu
f . 250x85 HYNEbeam 21C C/Span Ny Ke 9 w nS 4
<== wo ZO
Xe t iS Is Zila 234
4 8 i diz #2e
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280x685 HYNEbeam 210 5 = \ J é IA __|lssasririn E BS Wy
ud E | \e Eee
wo < is » NR bE ws
co} i
\ / |e 8 \ J X J oh a
\ f Ms J g el ow
— j g
c 90x45 FI7 KD Ka | 3 aga Ue
i o|ae
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230x65 HYNEbeam 170 120x45 F17 KD — 2| Be b
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Friday, 23 September 2011

 

SLAB LAYOUT

TITLE

 

CLIENT DETAILS

1270 McKINNON DRV
RINGTAIL CREEK, 4565

JOE FRANZ

 

NOTE: FIGURED DIMENSIONS TAKE PREFERENCE OVER
SCALED. IF INDOUBT PLEASE CONTACT THIS OFFICE.

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Fineline Residential Design
P.O.Box 235, Eudio 4554

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415mm D 5200 mm? 30 Sqm _. 5i0 &
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Page 10

 

10 of 10)

    

38 x 75 HWD, BATTENS AT 900 CRS.

   
  
 
  
  
 
 
  
   

    
 
 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

   

   

 

 

 

 

 

 

 

 

, [OR EQUIVALENT STEEL TOPHAT SECTIONS } . : Elo
GANG NAM PINE TRUSSES AT 900 CRS. LO SISALATI Aig » . R/2
SPEEDBRACE TOP CHORD BRACING We RI ON SARKING _ GENERAL NOTES ; NOTES : g 2
48 2°70 FE CELING BHDERS BERPCTED. COLORBCHD. (Us "ALL WORKMANSHIP, MATERIALS AND PROVISIONS 0 BE -
HEETIN IN ACCORDANCE WITH THE BUILDING CODE GF AUSTRALIA
{ KABKO METAL BATTENS AT. 600 yp on TE DOWN FANGS" 2005 & TIMBER FRAMING MANUAL AS 1684.2 — N3 lz
3g ScREWS ) mm 8 a WHERE ‘SHOWN: ; MANUFACTURERS SPECIFICATION MEANS A CURRENT Bik
38 x 75 HWD, BATTEN AT SPECICATION APPROVED BY THE LOCAL AUTHORITY <4
300 CRS, KD WITH Tn Tees mas ROU BOR USE UNDER: THE CONDITIONS APPLICABLE TO THIS 8 eo
oth, : A Oe SP woe FRAMING ANCHORS, NAILING PLATES AND STRAPS FIXED Ze
ern TAP BeAr eT RRO USE
8 s x 28qm PLAT
x oa ALY, LogPen x8 SCPE BATTERS PATIO BED 1 2 5 HEAD GALV. NAILS, UNLESS SHOWH OTHERWISE gt & nT
PRE-FABRICATED GANG oye ate ~ MIN. STRENGTH OF CONCRETE AT 28 DAYS TO BE 20MPa ale
(0H. } NAIL PINE TRUSSES TO BK PIR oon ALC CONCRETE TO BE THOROUGHLY c gt
HAL EE TRUSS AOR sle nna| Lt... _ futoe ALL OMPACTED AND 2
SPECIFICATION wenn gg nn eT ppose2— ~~ Elena ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE Z
. T a S s BEFORE USE E
ee — ALL MATERIALS TO BE NEW
PR Oh RE Oe eTAL ares EXSTING STRIPPED ORE STRIP ; ALL PLUMBING AND DRAINAGE 70 BE IN ACCORDANCE
MIN. R2.0] BULK ae FOOTINGS . WITH NOOSA SHIRE COUNCIL REQUIREMENTS
0 MGPI2 INSULATION REINFORCED CONCRETE FLOOR SLAB ON AND BY-LAWS
ipa car ee) 215 x 30 Hor POLYTHENE HEHBRANE OVER SAND BEDDING PROVIDE MIN R10 SISALATION SARKING TO RODF AND
CEHENT EAVES = ON COMPACTED BASE EXTERNAL WALLS 9
= TIMBER FRAMING TO BE SEASONED HGPI2 STRESS ze
| SECTION X-X GRADE, UNLESS SHOWN OTHERWISE ov
- a Sst a EXTERNAL WALL FRAMNG: (SEASONED) Sis
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TIES AT 600 MAX. | SIS SPEEDBRACE TOP CHORD BRACING a ohZ
CRS. BOTH WAYS =|= 45 x 70 F8 CEILING BINDERS zoOF
EK NOGGING AT 1350 ale a
| MAX. (RS. a a Houvet ees TOPHAT SECTIONS | : 3
sou Rewee ile HN RLO SALA SARK ct coLoRagiD CUSTOM (ok EVAN STR Tp SENS
ij alg ‘00 SELECTED COLCREC NIN. RAO SISALATION SARKING
MIN. RIO SARKING
IK ANCHOR ROD B oe TE DOWN FXNGs 600

 

O.P.C, TO PERPEND WEEP

HOLES AT 900 MAX. CRS,
PROVIDE IRONED JOINT

TO RENDER

 

 

 

 

 

 

 

 

 

 

 

 

 

FLOOR

 

 

"TERNIMESH" BARRIER OR ———s.,
APPROVED EQUIVALENT

 

 

 

 

 

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BS. e FAL LM 20

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALED. IF IN DOUBT PLEASE CONTACT THIS OFFICE.

NOTE: FIGURED DIMENSIONS TAKE PREFERENCE OVER

 

        

 

 

 

 

 

 

 

“SRS
a POLYTHENE MEMBRANE
a THE BARS 5 ON SAND BEDDING 7
\ toe ea
‘ TERM STRP STRIP APPROVED TERMTE i
SRE ORS BOOTING FOOTING —BARRER To ots Ba TAG STRIPPED 4 ry
P REINFORCED CONCRETE FLOOR SLAB OM C
STRP FOOTING POLY THERE HEMBRANE OVER SAND BEDDING =
ON COMPACTEN BASE aD
SECTION Y-Y Lon: - :
TYPE CONSTRUCTION SECTION Y-¥ ALL CONCRETE BLOCK PIER CONSTRUCTION TO BE IN ACCORDANCE o &
— WITH CM.A.A, DESIGN MANUAL FOR SINGLE LEAF MASONRY & 8
1:20 PROVIDE BULK R2,0 INSULATION TO CEILINGS x i
NOLITHIC CONCRETE FLOOR slags PROVIDE WEATHER STRIPPING TO EXTERNAL DOORS AND WIHOOWS - 5 8
MONOLI SLABS TO BE CONSTRUCTED PROVIDE PLASTERBOARD INTER! GS Dy GF Oo
WW ACCORDANCE WITH AS 2870 WITH WATERPROOF LWNGS TO WET AREAS NCA gees
TERMITE PROTECTION TO BE (N ACCORDANCE WITH BUILDING CODE ALL WATERPROO =zoB eH
Be frites Sorina aifewca™ pone ik ial sat | 28568
; PROVIDE APPROVED CEILING MOUNTED HARD WIRED SMOKE Siw 8 «
ALL FOOTING AND SLAB DETAILS SHOWN ARE PROVISIONAL ONLY DETECTORS iN A Suess
AN, ABE SUBJECT TO A GEOTECHNICAL RVESTCATN AND PART 3.1.2 AND AS SAC WITH BUILDING CODE OF AUSTRALIA gebee
nes
. PROVIDE Cel xoego
RFR 10 ARES OE rooms DTA : PROVIDE CELING MOUNTED EXHAUST FAN TO BATHROOM, ENSUE 25058
. go
THS SOL CLASSIFICATION PROVIDE LIFT OFF HINGES TO TOLET o00R EC2RS

© COPYRIGHT - THIS WORK IS COVERED BY COPYRIGHT LAWS AND CANNOT BE COPIED-IN-WHOLE OR PART WITHOUT WRITTEN PERMISSION OF FINELINE RESIDENTIAL DESIGN.

N4

__ \WIND CATEGORY,

 

 

 

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Coped with permission of N.A Moore - Builder

   

 

 

 

 

     

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