HOUSE LOPDELL DEVELOPED DESIGN DRAWING No A01 A02 A03 A04 A05 A06 A07 A08 DRAWING NAME COVER SITE PLAN GROUND FLOOR LAYOUT PLAN ELEVATIONS SECTIONS SECTIONS FOUNDATION PLAN ROOF PLAN CONSTUCTION DETAILS CONSTRUTION DETAILS
ORIGINAL DRAWING SIZE A1 NOTE DO NOT SCALE OFF THESE DRAWINGS IS THE RESPONSIBILITY OFF THE CONTRACTOR TO CHECK ALL DIMENSIONS ONSITE IN DOUBT ASK PRIOR TO COMMENCING ANY WORK OR MAKING SHOP DRAWINGS SHOP DRAWINGS MUST BE SUBMITTED FOR COMMENT PRIOR TO MANUFACTURE FAT PARROT ARCHITECTURE HAWKES BAY LIMITED PO BOX 8788 HAVELOCK NORTH NEW ZEALAND PHONE 06 877 9088 MOBILE 021 22 33 222 EMAIL pierre@fatparrot.co.nz |www.fatparrot.co.nz REVDESCRIPTIONDATE 473SITE PLAN, DETAILED SITE PLANHOUSE LOPDELL PROPOSED NEW DWELLING FOR BRYAN AND ADRIENNE LOPDELL, SEAFIELD ROAD, BAYVIEW SEPTEMBER 2014 1:2000, 1:200 A01 SEAFIELD ROAD access road proposed new dwelling gravel driveway 3000 2000 24 750 6 228 effluent disposal field app ox mate e dg e o f b l d i g p a t form 5m se t bac k fro m e dg e o f bank treatment plant uPVC st orm wat er DN110 @ 1 120 uPVC sto mwa e DN110 @ 1:120 uPVCsewer DN100@1120 Oasis Series 2000 Aerated Wastewater Treatment Plant and effluent field including underground power supply. provide a 230 volt AC 2.5 TPS dedicated supply from mains board supply to the Oasis Clearwater 2000 Treatment System. provide a 1.5 2 core cable from the alarm unit. 90° 90° setout point to building frame access road 90° gravel driveway by others proposed new dwelling LOCATION PLAN 1:2000 DETAILED SITE PLAN 1:200 SITE Legal description: Lot DP 425938 Site area: Proposed dewelling footprint 240m² Wind zone very high wind zone Liquifaction zone negligble/low Earthquake zone 3 Exposure zone c
Lintels & Beams Lintels: Refer to window schedule sheet Beams: shall be as follows Beams: 01 & 02 190 90 SG8
Trusses Refer Roof Framing plan
Fixing/nailing Schedule (VH wind zone) Purlins to rafters & trusses: On flat, 1/10g self drilling screws, 80mm long, on edge: 2/90x3.15mm skewed nails 2x wire dogs or proprietary fixing of 4.7kN, or Lumberlok CPC40 purlin cleats
Trusses to top plate: 2/90x3.15 skewed nails strap fixing or proprietary fixing of 7kN capacity, or as detailed by Engineer for exposed trusses Rafters to top plate: 240mm rafters -2/90xx3.15mm skewed nails +2 wire dogs or proprietary fixing of 4.7kN (NZS3604 Type fixing) Top plate to studs in loadbearing walls: NZS3604 Table 8.18 Type B 2/90x3.15mm end nails 2 wire dogs or alternate proprietary fixing of 4.7kN (tension) or greater capacity Systems to prevent uplift at openings: Provide where noted and as
2/25x1mm straps with 6 nails to studs and plate,
ORIGINAL DRAWING SIZE A1 NOTE DO NOT SCALE OFF THESE DRAWINGS IS THE RESPONSIBILITY OFF THE CONTRACTOR TO CHECK ALL DIMENSIONS ONSITE IN DOUBT ASK PRIOR TO COMMENCING ANY WORK OR MAKING SHOP DRAWINGS SHOP DRAWINGS MUST BE SUBMITTED FOR COMMENT PRIOR TO MANUFACTURE FAT PARROT ARCHITECTURE HAWKES BAY LIMITED PO BOX 8788 HAVELOCK NORTH NEW ZEALAND PHONE 06 877 9088 MOBILE 021 22 33 222 EMAIL pierre@fatparrot.co.nz |www.fatparrot.co.nz REVDESCRIPTIONDATE 473GROUND FLOOR PLANHOUSE LOPDELL PROPOSED NEW DWELLING FOR BRYAN AND ADRIENNE LOPDELL, SEAFIELD ROAD, BAYVIEW SEPTEMBER 2014 1:50 A02 D20 D19 D18 W09 W06 W07 W08 W05 D08 D03 D07 W03 W04 D04 D15 D16 D17 D13 D10 D14D11 D09 W10 D12 D21 D05 D06 905,82090 10,910 90 18,690 901,60090 907,800904,700902,000905,00090 19,950 4,200 904,200902,400903,300904,91090 8,890 15,260 901,600905,820905,000905,8209017,000 90610902,010903,100903,82090 904,02090 901,700901,440902,50090 902,400902,140901,10090 901,155901,155901,050901,035901,03590800903,1309080090 A A04 A A04 B A05 B A05 C A05 C A05 D A04 D A04 A04 A04 10.00 brace line brace type brace length garage concrete power float finish workshop/ storage laundry selected vinyl pantry cork tiles kitchen cork tiles entry/ hall cork tiles lounge carpet dining room cork tiles corridor cork tiles sunroom carpet bedroom carpet bathroom selected vinyl master bedroom carpet en suite selected vinyl dressing room carpet patiocourtyard shower WHB wc WHB wc w/mdry RINNAI 'Evolve' 950 gas fire hearth shelves 1 3 2 4 5 6 7 8 9 10 11 11 shower store room Concrete low wall low wall sink tub tub NORTH 2 x gas bottles on single manifold RHEEM Infinity 26 gas water heater RHEEM Infinity 18 gas water heater driveway lawn work bench by client oven hob fridge shelves by client Windowsrough opening size (WXH) lintel size D1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 1400 2020 1400 900 1400 600 1400 1000 1400 1000 2800 1400 1400 1400 1000 900 1400 600 1400 1400 1400 600 900 2020 3200 1400 140 x 70 SG8 140 x 70 SG8 140 x 70 SG8 140 x 70 SG8 140 x 70 SG8 190 x 90 SG8 140 x 70 SG8 90 x 90 SG8 140 x 90 SG8 90 x 90 SG8 90 x 90 SG8 90 x 90 SG8 240 x 90 SG8 Doorsrough opening size (WXH) lintel size D2garage 4800 2100 D3810 2020 190 x 90 SG8D7 D8 D9 90 x 90 SG8 2000 2020 4200 2020 2800 2020 290 x 90 SG8 240 x 90 SG8 D18 D19 D20 D21 4400 2020 3000 2020 4400 2020 4200 2020 240 X 90 HY90 290 x 90 SG8 240 X 90 HY90 240 x 90 SG8 W11400 900140 x 70 SG8 810 810 810 810 810 810 810 810 810 810 810 900 M1 GS1-N 5.7 N1 GS1-N 2.5 N2 GSP-H 0.9 O2 GSP-H 2 O1 : GSP-H 0.7 P1 GSP-H : 2 P2 GSP-H 0.5 Q1 GSP-H : 0.7 R1 GSP-H 0.7 R2 : GSP-H 0.7 A1 GS1-N 0.8 A5 GS1-N 2.2 A4 GS1-N .95A3 GS1-N 1.1 A2 GS1-N 1 A1 GS1-N .9 B1 GS1-N 2.7 C5 GS1-N 2.2 C1 GS1-N 1.3 C2 GS1-N 0.5 C3 GS1-N 1.2 C4 GS1-N 1.3 bracing along bracing across DW a1 GS1-N .9a2 GS1-Na3 GS1-N 0.9 b2 GS1-N 1.2 b1 GS1-N 1.2 b4 GS1-N 1.4 b3 GS1-N 1.2 c1 GS1-N 2.4c2 GS1-N 1.2c3 GS1-N 0.7c4 GS1-N 2.4 m2 GSP-H : 1.5 n1 GS1-N 4.5 m1 : GSP-H 1.5 o1 GS1-N 2.4 n2 GSP-H 0.6 p1 : GS1-N : 4.5 q1 : GSP-H 0.7q2 : GSP-H 0.7 d1 GS1-N 4 RP W 1431 781 W 1431 E 781 Q W 1431 781 N W 1431 E 781 M W 1431 E 781 A W 496 E 781 B W 496 E 781 C W 496 E 781 ceiling diaphragm bracing alonga W 606 E 749 b W 606 E 749 d W 606 E 749 c W 606 E 749 m W 1093 749 n W 1093 749 o W 1093 749 p W 1093 E 749 q W 1093 E 749 beam over #01 beam over #02 NOTES General DO NOT scale off drawings. If in doubt, ask the Designer or Contractor All construction to conform to NZS3604:2011, Local authority Bylaws, & NZBC E2/AS1 External Moisture Wind Zone Very High Wind Zone as determined in accordance with NZS3604:2011 Setout & Dimensions Refer to Site Plan for details of setout relative to site boundaries and to Slab Plan for dimensions relating thereto Note that as cladding is on cavity batten, wall framing shall overhang slab by 6mm All dimensions refer to face of timber framing and framing rough openings unless otherwise noted All interior doors trimmed to 1980 door leaf height unless noted otherwise Timber treatment H1.2 LOSP -kiln dried internal wall framing -kiln dried internal trusses H3 -ply (cladding and roof substrates) -external wall framing unless noted otherwise H3.1 min -bottom plate -sill trimmers -all wet area framing H3.2 min -all exposed timber & supporting members including exposed trusses, posts, & beams H4 -all timbers partially covered by earth Wall framing All load bearing walls < 3.0 mtr 90 x45mm @ 300 crs External non loading bearing walls < 2.7 mtr 90 x45mm @ 400 crs Internal & non load bearing walls: up to 3.0 mtr studs #2 framing 90 x 45mm @ 600 crs (VH wind zone) studs to be nailed together in accordance with NZS3604:2011 Para 2.4.4.7 Dwangs at 800crs
detailed Ridge beam to built up studs:
24 nails in total Lintel uplift fixings Uplift fixings are required to all lintels in external walls -refer detail Producer Statements Producer Statements to be issued by all suppliers & tradesmen where applicable Bracing Refer to Bracing Notes over Weathertightness All exterior beams fixed to wall through cladding shall be saddle flashed as detailed bracing across NOTES Wall framing Framing to Bay Windows (2400h) shall be 90x45 @ 600 crs. All other framing unless noted otherwise, shall be 90x45 @ 300 crs, or, alternatively, 2/90x45 @ 600 crs (VH wind zone) nailed together in accordance with NZS3604:2011 para 2.4.4.7 Dwangs at 800crs Lintels Lintels shall be 90x45 unless noted otherwise on plan LVL lintels hy90 -Refer to DesignIT Certificate Fixing/nailing Schedule (VH wind zone) Purlins to rafters & trusses: On flat, 1/10g self drilling screws, 80mm long, on edge: 2/90x3.15mm skewed nails 2x wire dogs or proprietary fixing of 4.7kN, or Lumberlok CPC40 purlin cleats Trusses to top plate: 2/90x3.15 skewed nails strap fixing or proprietary fixing of 7kN capacity, or as detailed by Engineer for exposed trusses Rafters to top plate: 240mm rafters -2/90xx3.15mm skewed nails +2 wire dogs or proprietary fixing of 4.7kN Top plate to studs in loadbearing walls: NZS3604 Table 8.18 Type B 2/90x3.15mm end nails + 2 wire dogs or alternate proprietary fixing of 4.7kN (tension) or greater capacity Systems to prevent uplift at openings: Provide where noted and as detailed Ridge beam to built up studs: 2/25x1mm straps with nails to studs and plate, 24 nails in total Producer Statements Producer Statements to be issued by all suppliers & tradesmen where applicable Bracing Roof Bracing: refer to Roof framing Plan wall Bracing Calculation Table -refer to Specification attachment Gib. Bracing System: Bracing systems GS1, GS2 as per Winstone's Wallboard Limited 'Bracing Solutions" -June 2011 edition. refer to attachments to Specification for details Ply Bracing System: Bracing elements EP1, EP2 as per 'Ecoply Specification & Installation Guide' -June 2011, and as per details attached to Specification. Ply attached to outside of wall shall be let into framing Key A1 GS1 0.9 W11 D01 W01W02D02 NOTES: KEY PLAN Smoke Alarms denotes ceiling mounted smoke alarm (2). Smoke alarms are required to be fitted within 3.0m of any sleeping space, on it's exit route Smoke alarms shall be fitted with hush and test facilities conforming with NZBC F7/AS1 Woodburner Firenzo kompact serenity AG Refer to details attached Specification GROUND FLOOR LAYOUT PLAN 1:50
Part
of
V.HIGH
design
Part of Building East Elevation
V.HIGH Number of storeys LOW Roof/wall intersection design
Eaves width V.HIGH Envelope
design
Elevation
Part of Building South Elevation
Zone V.HIGH
Number of storeys 0 Roof/wall intersection design MEDIUM Eaves
design
Part of
V.HIGH
Number of storeys
Elevation
V.HIGH
ORIGINAL DRAWING SIZE A1 NOTE DO NOT SCALE OFF THESE DRAWINGS IS THE RESPONSIBILITY OFF THE CONTRACTOR TO CHECK ALL DIMENSIONS ONSITE IN DOUBT ASK PRIOR TO COMMENCING ANY WORK OR MAKING SHOP DRAWINGS SHOP DRAWINGS MUST BE SUBMITTED FOR COMMENT PRIOR TO MANUFACTURE FAT PARROT ARCHITECTURE HAWKES BAY LIMITED PO BOX 8788 HAVELOCK NORTH NEW ZEALAND PHONE 06 877 9088 MOBILE 021 22 33 222 EMAIL pierre@fatparrot.co.nz |www.fatparrot.co.nz REVDESCRIPTIONDATE 473NORTH ELEVATION, SOUTH ELEVATION, EAST ELEVATIONHOUSE LOPDELL PROPOSED NEW DWELLING FOR BRYAN AND ADRIENNE LOPDELL, SEAFIELD ROAD, BAYVIEW SEPTEMBER 2014 1:50 A03 RiverStone (Hard as Rocks) on Eterpan slip sheet with 20mm cavity 0.55mm COLORSTEEL 'Dimondek 300' profiled metal roof material 50mm AAC panel (Celcrete) on 40mm H3.2 timber cavity battens 40mm residential profile section very high windzone, powder coated finish double glazing standardFFL W11 W01W02 D02D01 D18 50mm AAC panel (Celcrete) on 40mm H3.2 timber cavity battens 40mm residential profile section very high windzone, powder coated finish double glazing standard 0.55mm COLORSTEEL 'Dimondek 300' profiled metal roof material 50mm AAC panel (Celcrete) on 40mm H3.2 timber cavity battens FFL W03 D03 W04 W06 W07 W08 RiverStone (Hard as Rocks) on Eterpan slip sheet with 20mm cavity40mm residential profile section very high windzone, powder coated finish double glazing standard 0.55mm COLORSTEEL 'Dimondek 300' profiled metal roof material 50mm AAC panel (Celcrete) on 40mm H3.2 timber cavity battens nuwall profiled aluminium powder coated weatherboard cladding system gass fire chimney FFL W10 D17 D19 D20 W13 W14 NORTH ELEVATION 1:50 SOUTH ELEVATION 1:50 EAST ELEVATION 1:50 Risk Matrix Calculation to E2 / AS1 Building Envelope Risk Matrix
of Building North Elevation Risk Factor Risk severity Score Wind Zone V.HIGH Number
storeys LOW Roof/wall intersection design MEDIUM Eaves width
Envelope complexity HIGH Deck
LOW Total risk score North Elevation 11
Risk Factor Risk severity Score Wind Zone
MEDIUM
complexity HIGH Deck
LOW Total risk score East
11
Risk Factor Risk severity Score Wind
width
Envelope complexity HIGH Deck
LOW Total risk score South
13
Building West Elevation Risk Factor Risk severity Score Wind Zone V.HIGH
LOW Roof/wall intersection design MEDIUM Eaves width
Envelope complexity HIGH Deck design LOW Total risk score West Elevation 11
ORIGINAL DRAWING SIZE A1 NOTE DO NOT SCALE OFF THESE DRAWINGS IS THE RESPONSIBILITY OFF THE CONTRACTOR TO CHECK ALL DIMENSIONS ONSITE IN DOUBT ASK PRIOR TO COMMENCING ANY WORK OR MAKING SHOP DRAWINGS SHOP DRAWINGS MUST BE SUBMITTED FOR COMMENT PRIOR TO MANUFACTURE FAT PARROT ARCHITECTURE HAWKES BAY LIMITED PO BOX 8788 HAVELOCK NORTH NEW ZEALAND PHONE 06 877 9088 MOBILE 021 22 33 222 EMAIL pierre@fatparrot.co.nz |www.fatparrot.co.nz REVDESCRIPTIONDATE 473SECTION A-A, WEST ELAVATION, Section D-D, Section E-EHOUSE LOPDELL PROPOSED NEW DWELLING FOR BRYAN AND ADRIENNE LOPDELL, SEAFIELD ROAD, BAYVIEW SEPTEMBER 2014 1:25, 1:50 A04 8 A07 6 A07 14 A07 2,5502,550 35° 35°35° 35° Ceiling 13mm GIB on steel RONDO battens @ 450 crs on trusses @ 900 R3.2 BATTS ceiling insulation Ceiling 13mm GIB on steel RONDO battens @ 450 crs on trusses @ 900 R3.2 BATTS ceiling insulation Roof 0.55mm COLOURSTEEL 'Dimondek 300' profiled metal roof material over THERMAKRAFT 'CoverTek' 407 roofing underlay on 70 x 0.9 mm netting support 75 45 mm H1.2 purlins @ 900crs RiverStone (Hard as Rocks) on etetpan slip sheet with 20mm cavity Nu wall profiled aluminium powder coated weatherboard 1.5 ARDEX Buty on 17mm CCA laid to fall 2° m supported on p residential slab 100mm 20mPa concrete with 500E reinforcing mesh on 50mm 'S' grade EPS Polystyrene insulation 20 series masonry foundation wall, sealed and painted External walls 90 x 45 mm SG8 studs @300 crs dwangs @ 800 crs R2.2 fibreglass insulation 10mm plasterboad internal lining (wet area pasterboard where specified Roof 0.55mm COLOURSTEEL 'Dimondek 300' profiled metal roof material over ERMAKRAFT 'CoverTek' 407 roofing underlay on 70 0.9 mm netting support 75 45 mm H1.2 purlins @ 900crs sunroomcourtyardkitchenlounge D20 D07 D09 W10 kitchen joinery not in building contract by McIndoe Kitchens 4 A06 1 A06 RiverStone (Hard as Rocks) on Eterpan slip sheet with 20mm cavity 40mm residential profile section very high windzone, powder coated finish double glazing standard 0.55mm COLORSTEEL 'Dimondek 300' profiled metal roof material 50mm AAC panel (Celcrete) on 40mm H3.2 timber cavity battens nuwall profiled aluminium powder coated weatherboard cladding system JH Titan with 10mm expressed joints on system 20mm CLD cavity battens on EcoPly barrier FFL D07 W06 W12 W09 1 A06 5 A06 Selected 'Eldorado' stone veneer over 'Stone-Tite' mortar system to 7.5mm 'BGC Stonesheet' fixed with s/s washers and screws out flow to drain roof 80 dp 7.5mmJH HardiGroove soffit liningto be installed after 50mm AAC panel Roof cladding 1.5mm ARDEX butynol on 17mm CCA plywood laid to fall 2° minwell supported on packers @400 crs SECTION A-A 1:25 WEST ELEVATION 1:50 SECTION D-D 1:25
ORIGINAL DRAWING SIZE A1 NOTE DO NOT SCALE OFF THESE DRAWINGS IS THE RESPONSIBILITY OFF THE CONTRACTOR TO CHECK ALL DIMENSIONS ONSITE IN DOUBT ASK PRIOR TO COMMENCING ANY WORK OR MAKING SHOP DRAWINGS SHOP DRAWINGS MUST BE SUBMITTED FOR COMMENT PRIOR TO MANUFACTURE FAT PARROT ARCHITECTURE HAWKES BAY LIMITED PO BOX 8788 HAVELOCK NORTH NEW ZEALAND PHONE 06 877 9088 MOBILE 021 22 33 222 EMAIL pierre@fatparrot.co.nz |www.fatparrot.co.nz REVDESCRIPTIONDATE 473SECTION B-B, SECTION C-C, WINDOW AND DOOR SCHEDULEHOUSE LOPDELL PROPOSED NEW DWELLING FOR BRYAN AND ADRIENNE LOPDELL, SEAFIELD ROAD, BAYVIEW SEPTEMBER 2014 1:50 A05 6 A07 1 A06 8 A07 11 A07 12 A07 2,400 2,550 35° 35°35° 35° Ceiling 13mm GIB on steel RONDO battens @ 450 crs on trusses @ 900 R3.2 BATTS ceiling insulation Roof 0.55mm COLOURSTEEL 'Dimondek 300' profiled metal roof material over THERMAKRAFT 'CoverTek' 407 roofing underlay on 70 x 0.9 mm netting support 75 45 mm H1.2 purlins @ 900crs RiverStone (Hard as Rocks) on etetpan slip sheet with 20mm cavity1.5 ARDEX Butyonal on 17mm CCA plywood laid to fall 2° min well supported on packers @400 crs FFL loungemaster bedrooomensuite patio W10 D14 D19 D04 5 A064 A06 Ceiling 13mm GIB on steel RONDO battens @ 450 crs on 190 90mm rafters @ 600 R3.2 BATTS ceiling insulation RiverStone (Hard as Rocks) on etetpan slip sheet with 20mm cavity 1.5 ARDEX Butyonal on 17mm CCA plywood laid to fall 2° min well supported on packers @400 crs 50mm AAC panel (Celcrete) on 40mm H3.2 timber cavity battens 40mm residential profile section very high windzone, powder coated finish double glazing standardFFL dining roomcourtyard patioW03 W04 D03 D06 D01 W13 W12 2° 4 A06 9 A07 7 A07 5 A06 1,400 900 1,400 600 1,000 1,400 2,800 1,400 1,000 900 1,400 1,400 1,400 600 3,200 1,400 1,100 1,400 1,000 600 1,100 600 1,400 600 1,400 1,400 600 1,400 810 2,020 890 2,020 2,020 2,020 300880880880880300 4,200 300930930930930300 4,400 2,020 3,000 650850850650 2,020 810 810 1,980 1,980 8101,150 6001,420 810 5001,450 2,020 2,800 500 500500500500500 kitchen, pantry W03W04W05 W07W06 W11 D01D07D08,D20 D18,D21 W08 WINDOWS Window No Room Descrption Glazing W01,W02 garagelaundrysunroomsunroombathroombedroomen suite W09,W10 lounge DOORS Door No Room Descrption Glazing D03 D19 entrygaragekitchendining room master bedroom, loungemaster bedroom D10,D13,D16D04,D05,D12,14,15 40mm residential profile section Extra High wind zone, powder coated finish, colour to be advised 40mm residential profile section Extra High wind zone, powder coated finish, colour to be advised 40mm residential profile section Extra High wind zone, powder coated finish, colour to be advised 40mm residential profile section Extra High wind zone, powder coated finish, colour to be advised 40mm residential profile section Extra High wind zone, powder coated finish, colour to be advised 40mm residential profile section Extra High wind zone, powder coated finish, colour TBA 40mm residential profile section Extra High wind zone, powder coated finish, colour to be advised 40mm residential profile section Extra High wind zone, powder coated finish, colour to be advised 40mm residential profile section Extra High wind zone, powder coated finish, colour to be advised double glazing. Clear glazingdouble glazing. Clear glazingdouble glazing. Clear glazingdouble glazing. Clear glazingdouble glazing. Clear glazingdouble glazing. Clear glazingdouble glazing. Clear glazingdouble glazing. Clear glazingdouble glazing. Clear glazing jamb liners – pre-primed 19mm paint quality finger-jointed pine architraves – pre-primed MUF, 40 12mm bevelled architrave profile, paint finish colour to be advised Fittings 40mm residential profile section Extra High wind zone, powder coated finish, colour TBA 40mm residential profile section Extra High wind zone, powder coated finish, colour TBA 40mm residential profile section Extra High wind zone, powder coated finish, colour TBA 40mm residential profile section Extra High wind zone, powder coated finish, colour TBA double glazing. Clear glazingdouble glazing.Clear glazingdouble glazing.Clear glazingdouble glazing.Clear glazing double glazing.Clear glazingdouble glazing.Clear glazing FFL FFL D09 sunroom 40mm residential profile section Extra High wind zone, powder coated finish, colour TBA double glazing.Clear glazing SECTION B-B 1:50 SECTION C-C 1:50 WINDOW AND DOOR SCHEDULE 1:50
NOTES: FOUNDATIONS/FLOOR SLAB
General DO NOT scale off drawings. If in doubt, ask the Designer or Contractor All construction to conform to NZS3604:2011, Local authority Bylaws, NZBC B2/AS1 Structure & E2/AS1 External Moisture, & NZBC in general
Setout & Dimensions Refer to Framing & Setout Plan for dimensions All dimensions, levels, falls etc to be checked & confirmed on site prior to the commencement of work
Ground Bearing Contractor to confirm foundation soil bearing meets the requirements of NZS3604:2011 clause 3.1.2 following excavation of site @ prior to the placement of steel reinforcing
Hardfill Provide compacted fill overlaid with 20mm sand blinding. Granular fill shall be composed of rounded gravel, crushed rock, scoria or approved material Not more than 5% shall pass through a 2.2mm sieve excepting where can be demonstrated that capillary water is unlikely to reach the underside of the slab 100% shall pass either a 19mm sieve for any fill thickness or a 37.5mm sieve for a fill thickness exceeding 100mm
Footings Footings are required to reach a depth of 300 mm min below finished ground level and to bear on 'good ground' as defined in NZS3604:2011.
Damp proof membrane To comply with NZS3604:2011 section 7.5.4
Underslab insulation Lay 50mm thick 'S' grade EPS polystyrene over DPC and immediately prior to the placement of steel reinforcing
Reinforcing Mesh: grade 500E or SE62 Re-entrant corner reinforcing: 2-HD12 bars (grade 300E) 1200mm long, @ 200 crs tied to top of mesh with 50mm min cover from the internal corner All reinforcing to AS/NZ 4671. All bars to be deformed type (grade 300E)
Concrete Strength: 20 mPa maximum aggregate size 19mm, all to NZS 3104 Site mixed concrete to NZS 3124, min thickness 90mm
Shrinkage control joints Sawcuts shall be cut no less than 24 hours after the slab has been laid Cut depth shall be 25mm minimum with a single sawblade thickness of approx 5mm
Fixing of timber Framing timbers shall be fixed slab as required by NZS3604:2011 para 7.5.12.1
External walls Use either M12 bolts with 50x50sq x3.0mm washers or Expanding Trubolts drilled and fitted with 50x50sq washer or bracing anchor bracket -Maintain edge distance of 50mm for external walls from outside face -Set out bolts within 150mm of each end of plate/corners of foundation walls, spaced at 900mm max centres -Each length of plate shall have not less than two fixings
Channel drain Proprietary 100mm pvc strip drain laid with fall to outlets @ 2m max spacings, set into concrete terrace. Allow 100mm min concrete depth under and around drain. Metal grate level with al. door sill approx 20mm below FFL -check on site Slab rebates Rebate slab for showers (50mm), garage door 30mm and Aluminium Joinery as noted on Aluminium Joinery Schedule. rebates shall be sufficient to allow flush finish of window frame with floor finish
ORIGINAL DRAWING SIZE A1 NOTE DO NOT SCALE OFF THESE DRAWINGS IS THE RESPONSIBILITY OFF THE CONTRACTOR TO CHECK ALL DIMENSIONS ONSITE IN DOUBT ASK PRIOR TO COMMENCING ANY WORK OR MAKING SHOP DRAWINGS SHOP DRAWINGS MUST BE SUBMITTED FOR COMMENT PRIOR TO MANUFACTURE FAT PARROT ARCHITECTURE HAWKES BAY LIMITED PO BOX 8788 HAVELOCK NORTH NEW ZEALAND PHONE 06 877 9088 MOBILE 021 22 33 222 EMAIL pierre@fatparrot.co.nz |www.fatparrot.co.nz REVDESCRIPTIONDATE 473FOUNDATION PLAN, details 1:20HOUSE LOPDELL PROPOSED NEW DWELLING FOR BRYAN AND ADRIENNE LOPDELL, SEAFIELD ROAD, BAYVIEW SEPTEMBER 2014 1:50, 1:10 A06 4 A06 5 A06 2 A06 1 A06 11 A07 4 A06 5 A06 4 A06 1 A06 A A04 A A04 B A05 B A05 C A05 C A05 D A04 D A04 A04 A04 10.00 10.00 10.00 10.00 10.00 10.00 10.00 9.980 9.960 9.960 9.980 saw cut saw cut saw cut saw cut saw cut saw cut saw cut saw cut saw cut GT GWH GHW uPVC stromwate d ainDN110@1:120 uPVC stromwater drain DN110 @ 1:120 uPVC stromwa er d a n DN110@1 120 uPVC stromwater drain DN110 @ 1:120 uPVC stromwater drain DN110 @ 1:120 rebate door rebatedoor GT tub DN50 @ 1:40 tub DN50 @ 1:40 sink DN50 @ 1:40 WC DN100 @ 1:60 WHB DN40 @ 1:40 shower DN50 @ 1:40 shower DN50 @ 1:40 WHB DN40 @ 1:40 WC DN100 @ 1:60 dp DN 80 dp DN 80 dp DN 80dp DN 80 dp DN 80 dp DN 80 dp DN 80 dp DN 80 dp DN 80 dp DN 80 FFL 10.00 FFL : 10.00 2 x gas bottles on seperate concrete plinth uPVC stromwater drain DN110 @ 1:120 water supply 20mm water supply GT IA IB IA IJ IJ IB rebate window IA IA IJ IJ IB IJ IJ IA 20mm water supply 20mm water supply
DN80 TV DN50 vent IJ IJ IJ IB IJ DN50 vent IA IA 15H15C 15H 15C 15H 15C NOTES: PLUMBING & DRAINAGE Key Sewer System Stormwater System Cold Water Supply Hot water Supply General All plumbing & Drainage to comply with NZBC G13 / AS1 & be carried out by qualified licensed tradespersons The drawings are indicative only. The territirial authority will require asbuilts to be provided by the Contractor upon completion. Drainlaying & sizing All underslab drains shall be 100mm dia minimum to 1:60 min fall Trap outlets & discharge pipes above slab shall be as follows: a) Kitchen Sink shall be trapped with connection for dishwasher before trap & shall be 65mmØ, 1:40min fall b) Vanity basins, showers, sinks, laundry tub, & bath shall be 65mmØ, 1:40min fall c) WC: 100mmØ, 1:60min fall Fittings HT denotes Hosetap DP denotes downpipe IJ denotes inspection joint IB denotes inspection bend IA denotes inspection access TV denotes terminal vent AAV denotes Air Admittance Valve Air Admittance valves -must be used strictly in accordance with manufacturer's instructions -not be used as a main vent -only be used on a stack vent that is not acting as a drain vent -be 100mm above the weir of any trap they serve -be installed in an accessible ventilated space GWH denotes gas hot water heater Tapware shall be fitted with full flow devices. Shower mixers and garden taps to be fitted with Aquatite cavity cups and wet wall caddys WCs to be 6 or 10 litre dual flush cisterns Cold water supply (Mains pressure) Pipes shall be sized as follows: 20mmØ to Gas Hot Water units and to bath 15mmØ Shower, sinks and laundry 10mmØ Basins Hot water supply Hot water shall be supplied via 2 no. gas water heaters Water supply temperature shall be limited to 650, and tempered to 550 max to bathrooms Pipes shall be sized as follows 20mmØ Mains & Bath 15mmØ Shower, sinks and laundry 10mmØ Basins Water pipe from Gas Water Heater shall be 15mmØ with no more than litres total volume as per NZBC G12/AS1 table 4 and NZS 4305 cl 3.2.1 and table insulate hot water pipe with closed cell polymer insulation which is preformed to the shape of the pipe Channel drain Proprietary 100mm pvc strip drain with metal grate laid with fall to outlets @ 2m max spacings, set into concrete terrace. Refer to foundation notes. dp DN 80 dp DN 80 IJ HT HT HT HT 250 75 75 75 180 bottom plate on DPC ts @1200 crs max good ground bearing DETAIL 1 foundation 1:10 R10 starters @ 600 crs 2/ D12 100mm thick 20 mPa residential concrete slab 500E reinf to 75mm from edge and tied to R10 starters u/slab perimeter insulation DMP on 20mm sandblinding 150mm compacted hard fill 150150 200 loadbearing timber framed wall DPC DMP on 20mm sandblinding 150mm compacted hardfill 2/ D12 bars R10 stirrups @ 600 crs DETAIL 2 internal loadbearing wall 1:10 75 cover building paper bond breaking 100mm deep concrete slab DETAIL 3 free joint 1:10 R12 dowels 600mm long @ 300crs along joint Lap 300mm with slab reinforcement both sides of the joint. Dowel bars one side of joint shall have a bond breaker applied by wrapping dowel bars with petrolatum tape 150 300 12100 250 7575 drainage grate to be installed to manufacturer's details refer to specification good ground bearing DETAIL 4 patio channel drain 1:10 150mm min drain depth D12 starters @ 600 crs R10 @ 600 crs pvc stormwater drain refer Drainage Plan form drainage channel to required dimensions for grate system specified (refer Specification) & seal with brush on waterproof membrane dressed into door rebate as indicated 150 D12 D12 R10 @ 600 crs reinforcing meshfall DETAIL 5 patio edge thickening 1:10
ORIGINAL DRAWING SIZE A1 NOTE DO NOT SCALE OFF THESE DRAWINGS IS THE RESPONSIBILITY OFF THE CONTRACTOR TO CHECK ALL DIMENSIONS ONSITE IN DOUBT ASK PRIOR TO COMMENCING ANY WORK OR MAKING SHOP DRAWINGS SHOP DRAWINGS MUST BE SUBMITTED FOR COMMENT PRIOR TO MANUFACTURE FAT PARROT ARCHITECTURE HAWKES BAY LIMITED PO BOX 8788 HAVELOCK NORTH NEW ZEALAND PHONE 06 877 9088 MOBILE 021 22 33 222 EMAIL pierre@fatparrot.co.nz |www.fatparrot.co.nz REVDESCRIPTIONDATE 473ROOF FRAMING PLAN, ROOF PLAN, CONSTUTION DETAILSHOUSE LOPDELL PROPOSED NEW DWELLING FOR BRYAN AND ADRIENNE LOPDELL, SEAFIELD ROAD, BAYVIEW SEPTEMBER 2014 1:100, 1:10 A07 290290 overflow pipe roof trusses @900 crs to shaded area layout indicative only 190 90 rafters @ 600 crs layout indicative only roof trusses @900 crs to shaded area layout indicative only 140 45 rafters @ 600 crs layout indicative only 190 90 rafters @ 600 crs layout indicative only fall fall fall 10 A07 7 A07 A07 8 A07 6 A07 28 A08 9 A07 12 A07 13 A07 11 A07 290290 overflow pipe 35° 35° 35° 35° 35° 35° 35° 35° 1° 1° 80 dp 80 dp 80 dp 80 dp 80 dp 80 dp 80 dp 80 dp 80 dp 80 dp spouting drains roof area 68m² DN 80 DP will drain 85m² max roof area spouting drains roof area 68m² DN 80 DP will drain 85m² max roof area spouting drains roof area 23.5m² DN 80 DP will drain 85m² max roof area spouting drains roof area 52m² DN 80 DP will drain 85m² max roof area spouting drains roof area 52m² DN 80 DP will drain 85m² max roof area Roof cladding DIMOND Dimondek 300 0.40 BMT COLORSTEEL endura 75 x 45 mm pulins Barge Flashing 0.55 BMT COLORSTEEL fabricated flat sheet flashing made to cover ribs minimum Spouting 150mm Half round 0.55 BMT COLORSTEEL on external brackets @900 cc Spouting 150mm Half round 0.55 BMT COLORSTEELon external brackets @900 cc Spouting 150mm Half round 0.55 BMT COLORSTEEL on external brackets @900 cc Barge Flashing 0.55 BMT COLORSTEEL fabricated flat sheet flashing made to cover 2 ribs minimum Roof cladding 1.5mm ARDEX butynol on 17mm CCA plywood laid to fall 2° min well supported on packers @400 crs fall fall fall Roof cladding 1.5mm ARDEX butynol on 17mm CCA plywood laid to fall 2° min well supported on packers @400 crs 2 ribs minimum 250 250 200 ex 180 25mm timber barge board paint finished 7.5mmJH HardiGroove soffit lining 0.55mm Colorsteel barge flashing allow 90mm cover eave flashing eave flashing overlap into gutter upstand at top of run 50mm AAC panel on 40mm H3.2 batten ties roofing overhang to gutter 0.40mm DIMOND trimdek on THERMAKRAFT 407 underlay on 70mm galv support netting on 75 45 pulins at 900 crs COLORSTEEL half round spouting ex 140x25 timber fascia painted on 18mm packer roll top ridge flashing stop end underlay nuwall profiled aluminium powder coated weatherboard cladding system parpet capping refer to detail 25 A08 recess in plywood substrate for scupper COLORSTEEL 'Ed Kelly' rainhead 250mm wide 305 high from Continuous Spouting colour Endura 'EBONY' fixed places at top rear face with spiggot fixed to wall framing 17mm CCA plywood sarking laid to fall degrees minimum supported at 400 crs 150mm upstand minimum to roof membrane behind clading 30mm H3.2 fillet on all internal corners 90 45 timber wall framing with R2.6 wall insulation ARDEX Butynol 1.5mm single ply roofing membrane 50mm AAC panel on 40mm H3.2 batten ties celcrete PVC window head moulding sitting 1mm above flashing 90 45mm wall framing 10mm GIB wall lining paint finished wall insulation Residential aluminium section planted to outside face of building water resistant 'Air Seal' as specified backed by a PEF rod to perimeter of the trim cavity celcrete PVC sill flashing celcrete 50mm panel on 40mm H3.2 battens on selected building wrap foam on backing rod to form airseal powdercoated aluminium window / door joinery 90 45mm wall framing 10mm GIB wall lining paint finished wall insulation celcrete 50mm panel on 40mm H3.2 battens on selected building wrap celcrete 50mm panel on 40mm H3.2 battens on selected building wrap 100mm DPC strip over wall wrap both sides of window celcrete PVC reveal bead flashing adhered to face of aluminium joinery and plastered in foam on backing rod to form airseal90 45mm wall framing wall insulation Celcrete 50mm panel on 40mm H3.2 battens on selected building wrap Celcrete PVC window head moulding Aluminium head flashing with 15 slope and 5mm min gap above head flashing with 20mm fold to ends silicone bead between bottom of head flashing and timber garage door head Celcrete 50mm panel on 40mm H3.2 battens on selected building wrap DPC paintable urethane sealant RiverStone (Hard as Rocks) on Eterpan slip sheet with 20mm cavity 0.40mm DIMOND trimdek on THERMAKRAFT 407 underlay on 70mm galv support netting on 75 45 pulins at 900 crs proprietary ARDEX BT 300 scupper outlet install to manufacturers detail 90 dia overflow outlet 90 kerb outlet thru wall cladding ARDEX Butynol roofing membrane over 17mm H3.2 CCA plywood laid to degrees min fall bonded onto proprietry scupper parapet COLORSTEEL 'Ed Kelly' rainhead 250mm wide 305 high from Continuous Spouting colour Endura 'EBONY' fixed places at top rear face with spiggot fixed to wall framing set overflow 20mm above top of sump outlet area scupper outline locally create sump area for flat roof to drain into 30mm H3.2 fillet on all internal corners timber framing JH Titan with 10mm expressed joints on system 20mm CLD cavity battens on selected building wrap flexible sealant in joint timber framing Closed cell PVC tape nuwall profiled aluminium powder coated cladding system timber framing Closed cell PVC tape nuwall profiled aluminium powder coated cladding system RiverStone (Hard as Rocks) on Eterpan slip sheet Sealant between boards PVC flashing RiverStone (Hard as Rocks) on Eterpan slip sheet Sealant between boards nuwall profiled aluminium powder coated cladding system 17mm CCA plywood sarki laid to fall de rees minim supported at 400 crs ARDEX Butynol 1.5mm sin roofing membrane 17mm CCA plywood sarking laid to fall 2 degrees minimum supported at 400 crs Protecto tape must extend down vertical surface a min 100mm under soffit selected building wrap 180 Colorsteel continuos fascia wall wrap must extend a minimum of 50mm beyond panel 0.55mm Colorsteel ridge capping extend 70mm over fascia with 6mm capillary gap 7.5mmJH HardiGroove soffit liningto be installed after 50mm AAC panel ARDEX Butynol 1.5mm single ply roofing membrane selected building wrap 125mm QR Colorsteel spouting 50mm AAC panel on 40mm H3.2 batten ties trusses @ 900crs or rafters @ 600crs refer Roof Framing Plan timber framing PVC corner bead with 100 100mm mesh to externl corners low expandable PU foam (4-8mm gap) non expressed control joint plaster over timber framing low expandable PU foam (4-8mm gap) non expressed control joint plaster over 7.5mmJH HardiGroove soffit lining DETAIL 8 typical eave detail 1:10 DETAIL 6 TYPICAL RIDGE DETAIL 1:10 DETAIL 7 TYPICAL RIDGE DETAIL 1:10 DETAIL 9 typical eave detail 1:10 DETAIL 10 TYPICAL BARGE DETAIL 1:10 flat roof parapet water outlet DETAIL 12DETAIL 11 1 101 : 10 wall flat roof junction DETAIL 14 typical window details 1:10 DETAIL 13 typical change in pitch 1:10 DETAIL 15 typical garge door details 1:10 rainhead DETAIL 19 1 10 DETAIL 16 internal corner Titan and Celcrete 1:10 DETAIL 17 external corner Nu-Wall and Celcrete 1:10 DETAIL 18 internal corner Nu-Wall and Celcrete 1:10 DETAIL 20 internal corner Hard As Rocks and Celcrete 1:10 DETAIL 21 internal corner Nu-Wall and Hard as Rocks 1:10 DETAIL 22 external corner Celcrete 1:10 DETAIL 23 internal corner Celcrete 1:10 0.40mm DIMOND trimdek on THERMAKRAFT 407 underlay on 70mm galv support netting on 75 45 pulins at 900 crs turn down screw fixing celcrete 50mm panel on 40mm H3.2 battens on selected building wrap celcrete 50mm panel on 40mm H3.2 battens on selected building wrap celcrete 50mm panel on 40mm H3.2 battens on selected building wrap celcrete 50mm panel on 40mm H3.2 battens on selected building wrap trusses @ 900crs or rafters @ 600crs refer Roof Framing Plan celcrete 50mm panel on 40mm H3.2 battens on selected building wrap celcrete 50mm panel on 40mm H3.2 battens on selected building wrap ROOF PLAN 1:100 ROOF FRAMING PLAN 1:100
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ORIGINAL DRAWING SIZE A1 NOTE DO NOT SCALE OFF THESE DRAWINGS IS THE RESPONSIBILITY OFF THE CONTRACTOR TO CHECK ALL DIMENSIONS ONSITE IN DOUBT ASK PRIOR TO COMMENCING ANY WORK OR MAKING SHOP DRAWINGS SHOP DRAWINGS MUST BE SUBMITTED FOR COMMENT PRIOR TO MANUFACTURE FAT PARROT ARCHITECTURE HAWKES BAY LIMITED PO BOX 8788 HAVELOCK NORTH NEW ZEALAND PHONE 06 877 9088 MOBILE 021 22 33 222 EMAIL pierre@fatparrot.co.nz |www.fatparrot.co.nz REVDESCRIPTIONDATE 473CLADDING DETAILSHOUSE LOPDELL PROPOSED NEW DWELLING FOR BRYAN AND ADRIENNE LOPDELL, SEAFIELD ROAD, BAYVIEW SEPTEMBER 2014 1:5 A08 15mm drip edge 10mm 10mm cover 5mm gap 10mm cover 10mm 400mm preferred 150mm or 225mm TO SUIT 110mm90 mm Packers Flexible flashing tape alongentire sill, 100mm up each jamb and 50mm onto face of wall underlay Air seal over PEF backing rod Aluminium support bar Jamb flashing base -riveted to support bar Jamb flashing cap Closed cell PVC foam tape Plastic soaker flashing formed to direct moisture into channel of board.Ref NW-H014C Impervious barrier (MDPE or similar) between batten & cladding Drainage Slot to exhaust any moisture collected on soaker Snip and bend or remove mid fin to allow drainage path Drained & vented cavity per NZBC Clause E2/AS1 (section 9.1.8) Wall Underlay Wall Underlay Impervious barrier (MDPE or similar) between batten & cladding 8gx50 s/s csk screw Universal Fixing Bracket @ 600mm centres Cavity closure per NZBC Clause E2/AS1 (section 9.1.8.3) 15mm wide Profiled closed-cell foam insert. Allow 5mm clearance for ease of installation Female/Male Corner Extends Min. 50mm below bottom plate Drained & vented cavity per NZBC Clause E2/AS1 (section 9.1.8) Wall Underlay continuous around corner Impervious barrier (MDPE or similar) between batten & cladding Fixing 2.8mm 50mm Hot Dip Galv. Clout staggered @ 400 cntrs Jamb flashing cap 15mm wide Profiled closed-cell foam insert. Jamb Flashing Base Drained & vented cavity per NZBC Clause E2/AS1 (section 9.1.8) Wall Underlay Impervious barrier (MDPE or similar) between batten & cladding Fixing 2.8mm 50mm Hot Dip Galv. Clout @ 400 cntrs Air seal over PEF backing rod Closed Cell PVC Foam Tape Impervious barrier (MDPE or similar) between batten & cladding Starter Strip Sealant required for Very High and Extra High wind zones. Joinery head flashing with 15° slope & 20mm stopend (Extends 50mm each side of window opening) Drainage Slot to exhaust any moisture collected on soaker Wall Underlay folded into opening Drained & vented cavity per NZBC Clause E2/AS1 (section 9.1.8) Flashing tape or second layer of Wall Underlay over flashing upstand Fixing 2.8mm x 50mm Hot Dip Galv. Clout staggered @ 400 cntrs Cavity closure per NZBC Clause E2/AS1 (section 9.1.8.3) Air seal over PEF backing rod Flexible flashing tape at corners Plastic Soaker formed to direct moisture into channel of board. Ref NW-H014C Soffit Lining Closed cell PVC tape Jamb Flashing cap Impervious barrier (MDPE or similar) between battens & cladding Wall Underlay Drained & vented cavity per NZBC Clause E2/AS1 (section 9.1.8) Jamb Flashing Base JH Titan with 10mm expressed joints on system 20mm CLD cavity battens on selected building wrap prefinished Colorsteel capping fixed at sides H3.1 timber wedge or fixing block, supplied by builder NC226 NC227 NC138 NC137 NC229 NW-H002C Horizontal Cladding over Drained & Vented Cavity Battening Options NC226 NC204 NC203 NC107X/109X NC226 NC139 NC138 NC226 Jamb NC229 15mm drip edge Snip and bend or remove mid fin to allow drainage path 35mm minimum flashing upstand NC229 NC139 NC226 NC138 DETAIL 24 Nu-Wall typical window detail 1:5 Selected 'Eldorado' stone veneer over 'Stone-Tite' mortar system to 7.5mm 'BGC Stonesheet' fixed with s/s washers and screws EX50x25 H3.1 vertical battens over building wrap PVC flashing Sealant Downlight over timber block over substrate Selected 'Eldorado' stone veneer over 'Stone-Tite' mortar system to 7.5mm 'BGC Stonesheet' fixed with s/s washers and screws H3.2 tapered timber framing Selected 'Eldorado' stone veneer over 'Stone-Tite' mortar system to 7.5mm 'BGC Stonesheet' fixed with s/s washers and screws H3.2 tapered timber framing 5° min. slope H3.2 packer DETAIL 25 Nu-Wall caldding 1:5 DETAIL 26 Nu-Wall internal corner 1:5
27 Nu-Wall internal corner 1:5
28 Celcrete parapet detail 1:5 DETAIL 29 Hard as Rocks square column 1:5 DETAIL 30 Hard as Rocks chimney 1:5 DETAIL 32 Hard as Rocks external corner 1:5 DETAIL 31 chimney penetration 1:5 celcrete 50mm panel on 40mm H3.2 battens on selected building wrap