Bruce Park Toilet Site. = Post and rail fence = Concrete pad as per PS1 design

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5 Bruce Park Toilet Site Toilet site Toilet site Not to scale = Post and rail fence = Concrete pad as per PS1 design

6 Not to scale Bruce Park Toilet Site

7 Site overview Site 6km to Hunterville 28km to Bulls

8 Toilet paper dispenser Alternate position for holding tank rotated 90 Install Lumberlok Krack Mate crack inducer at this point Outline of septic holding tank Service and cleaning manhole riser and lid Vent pipe Install Lumberlok Krack Mate crack inducer at this point 400 Grab rail Door threshold 20mm max FALL 20mm 400 Install Lumberlok Krack Mate crack inducer at this point Install Lumberlok Krack Mate crack inducer at this point both sides of slab FALL 20mm FALL 20mm Floor mounted accessible pan Stainless steel soap dispenser (hand sanitizer) 1500 dia. 760 min. clear opening door with self closing device & grab bar refer Hardware Schedule FLOOR PLAN 100mm thick 25MPa broom finish concrete paving LEVEL B1 14 A1 13 Install 90x90 PG H5 bollard (as door stop) in 300x300x400 deep concrete footing. Set top of bollard mm above finished paving level. C B D A FOR CONSENT GENERAL NOTES CONCERNING: BUILDING CODE COMPLIANCE FOR PERMACRETE PUBLIC TOILET STRUCTURES THIS PUBLIC TOILET IS CLASSED AS AN ANCILLARY BUILDING UNDER THE NEW ZEALAND BUILDING CODE HANDBOOK CLAUSE A1 CLASSIFIED USES 7.0 OUTBUILDINGS Applies to a building or use which may be included within each classified use but are not intended for human habitation, and are accessory to the principal use of associated buildings. Examples: a carport, farm building, garage, greenhouse, machinery room, private swimming pool, public toilet, or shed. CERTAIN REQUIREMENTS OF THE NZBC DO NOT APPLY TO OUTBUILDINGS (PUBLIC TOILETS IN THIS CASE) Functional requirement E2.2 Buildings must be constructed to provide adequate resistance to penetration by, and the accumulation of, moisture from the outside. Requirement E2.2 does not apply to buildings (for example, certain bus shelters, and certain buildings used for horticulture or for equipment for washing motor vehicles automatically) if moisture from the outside penetrating them, or accumulating within them, or both, is unlikely to impair significantly all or any of their amenity, durability, and stability. Performance E3.3.1 An adequate combination of thermal resistance, ventilation, and space temperature must be provided to all habitable spaces, bathrooms, laundries, and other spaces where moisture may be generated or may accumulate. Performance E3.3.1 does not apply to Communal Nonresidential, Commercial, Industrial, Outbuildings, or Ancillary buildings. COMMENT: THE PERMACRETE PUBLIC TOILET UNITS HAVE BEEN DESIGNED WITH TILED FLOORS TO BE HOSED OUT REGULARLY FOR CLEANING. THE CONCRETE CONSTRUCTION OF THE UNIT WAS CHOSEN FOR ITS DURABILITY & STABILITY. THE UNIT IS CONSTRUCTED & COMPLETELY FITOUT OFF SITE & LOWERED INTO PLACE. THERE IS NO REQUIREMENT OR ADVANTAGE TO THE INSTALLATION OF A DPM SUBFLOOR, ROOF OR CEILING LININGS, OR THE INSTALLATION OF ROOFING UNDERLAY TO AN OPEN ROOF SPACE. THIS IS AN EXISTING PERMALOO INSTALLED AT SANDSPIT POINT, RODNEY DISTRICT. THE PUBLIC TOILET IS A HOLDING TANK SYSTEM. THIS IS NOT AN EFFLUENT DISPOSAL SYSTEM & MUST BE EMPTIED REGULARLY BY COUNCIL CONTRACTORS. IT REQUIRES REGULAR ONSITE CHECKING TO UNDERSTAND HOW MUCH USE IT RECEIVES THROUGHOUT THE SEASONS TO DEVELOP A MAINTENANCE PLAN FOR EMPTYING. REVISIONS KEY: Issued for: Date: Structural review 12 Jan 2015 Client information Building consent 13 Jan 2015 Project: PERMALOO STANDARD DRY VAULT SINGLE TOILET UNIT PERMACRETE GISBORNE Model No.: PLS DV 1 Drawing: TYPICAL FLOOR PLAN Revision: Dwg. No.: A2: 1:20 11 Build only off plans marked 'CONSENT'. Read these plans in conjunction with the specification and other consultants drawings. Please check that you are using the current revision. Refer to the drawing register and transmittal form. Contractor must verify all dimensions & locations on site. Do not scale from plans. IF IN DOUBT ASK! These plans are the intellectual property of Pacific Modern Architecture Ltd and cannot be reproduced without permission of the author. Printed: Tuesday, 13 January 2015

9 FFL Stainless steel soap dispenser (hand sanitizer) Franke Rodan RODX619 ASI 0042 surface mounted jumbo toilet paper dispenser Dry vault toilet pan code: Deluxe VIP Disability Pedestal with Caroma Pressalit 2000 folding toilet seat. FFL 500mm square stainless steel castin roof vent D handle latchset with hospital turn INTERNAL ELEVATION A INTERNAL ELEVATION C Accessible toilet pan INTERNAL ELEVATION B INTERNAL ELEVATION D NOTE: NZBC G4/AS1 requires ventilation of no less than 5% of floor area. Floor area is 4.37m2 Vent area is 0.25m2 Roof vent is 5.8% of floor area ASI 3707M disabled compliant grab bar Door closer ACC signage to exterior of door Deadbolt 915x2050 DOOR Grab rail A 11 C 11 B 11 D 11 FOR CONSENT FINISHES SCHEDULE WALL FINISH Internal & external is two coat pain system colour by Client FLOOR FINISH Selected porcelain tiles from Quantum Group Flooring Design to meet slip resistance requirements of AS/NZS (for wet areas). Selection by Client. DOOR HARDWARE SCHEDULE Door unit: Powdercoated aluminium composite panel door in aluminium frame Door closer: Lockwood 7726 slide rail Deadbolt: Legge LGD5 Latch unit: KABA 1553C exterior, 1513 VHT interior, MS2 s/s mortise lock Grab rail (door): ASI Straight Grab Bar by McDonald Industries REVISIONS KEY: Issued for: Date: Structural review 12 Jan 2015 Client information Building consent 13 Jan 2015 Project: PERMALOO STANDARD DRY VAULT SINGLE TOILET UNIT PERMACRETE GISBORNE Model No.: PLS DV 1 Drawing: TYPICAL INTERNAL ELEVATIONS ACCESSIBLE Revision: Dwg. No.: A2: 1:20 12 Build only off plans marked 'CONSENT'. Read these plans in conjunction with the specification and other consultants drawings. Please check that you are using the current revision. Refer to the drawing register and transmittal form. Contractor must verify all dimensions & locations on site. Do not scale from plans. IF IN DOUBT ASK! These plans are the intellectual property of Pacific Modern Architecture Ltd and cannot be reproduced without permission of the author. Printed: Tuesday, 13 January 2015

10 HOLDING TANK SYSTEM NOTES: THIS IS A PERMALOO PUBLIC TOILET UNIT WITH A HOLDING TANK SYSTEM. THIS IS NOT AN EFFLUENT DISPOSAL SYSTEM & MUST BE EMPTIED REGULARLY BY COUNCIL CONTRACTORS. IT REQUIRES REGULAR ONSITE CHECKING TO UNDERSTAND HOW MUCH USE IT RECEIVES THROUGHOUT THE SEASONS TO DEVELOP A MAINTENANCE PLAN FOR EMPTYING. GENERALLY THE COUNCIL MAINTENANCE CONTRACTOR WILL CHECK THE TANK LEVEL AT THE SAME TIME AS THEY CARRY OUT THEIR SCHEDULED GENERAL CLEANING & MAINTENANCE. GENERAL ONSITE INSTALLATION INSTRUCTIONS 1. REMOVE TOPSOIL IN THE AREA BELOW PERMALOO AND CONCRETE PAVING TO LEVEL FIRM NATURAL GROUNDMINIMUM 100KPa BEARING CAPACITY. 2. EXCAVATE & INSTALL CONCRETE DRY VAULT HOLDING TANKS & BACKFILL WITH (PREVIOUSLY) EXCAVATED FILL COMPACTED IN 150m LAYERS. 3. INSTALL CONCRETE RISERS & FILL & LEVEL ENTIRE AREA BELOW PERMALOO AND CONCRETE PAVING WITH MINIMUM 150mm COMPACTED HARDFILL WITH SAND BLINDING (max 25mm) TOPPING BELOW TOILET UNIT. 4. LOWER PERMALOO IN PLACE AND CONNECT TO HOLDING TANKS. 5. INSTALL 100mm THICK 20MPa BROOM FINISH CONCRETE PAVING SLAB TO FINISH Concrete riser & mm dia. cast iron inspection lid for service & cleaning access haunched above paving level 150mm min. sand blinded compacted hard fill H/D 150mm thick tank lid 3000lt septic holding tank to AS/NZS :1998 Compacted site excavated back fill 300mm dia. Black PVC vent pipe with spinning vent Stainless steel bracket to secure vent pipe fixed to roof overhang with 8x65 stainless steel Dynabolts. Accessible toilet pan A1 11 AIR FLOW SECTION A FOR CONSENT 20mm threshold FFL to paving 100mm thick 25MPa broom finish concrete paving FGL 150mm min. sand blinded compacted hard fill OPTIONAL Concrete riser to connect to toilet pan Backfill with site excavated clean fill compacted at 150mm layer intervals REVISIONS KEY: Issued for: Date: Structural review 12 Jan 2015 Client information Building consent 13 Jan 2015 Project: PERMALOO STANDARD DRY VAULT SINGLE TOILET UNIT PERMACRETE GISBORNE Model No.: PLS DV 1 Drawing: HOLDING TANK SECTION A1 Revision: A2: 1:20 Dwg. No.: 13 Build only off plans marked 'CONSENT'. Read these plans in conjunction with the specification and other consultants drawings. Please check that you are using the current revision. Refer to the drawing register and transmittal form. Contractor must verify all dimensions & locations on site. Do not scale from plans. IF IN DOUBT ASK! These plans are the intellectual property of Pacific Modern Architecture Ltd and cannot be reproduced without permission of the author. Printed: Tuesday, 13 January 2015

11 Toilet pan Concrete riser & mm dia. cast iron inspection lid for service & cleaning access haunched above paving level 150mm min. sand blinded compacted hard fill H/D 150mm thick tank lid 3000lt septic holding tank to AS/NZS :1998 Compacted site excavated back fill FGL 300mm dia. Black PVC vent pipe with spinning vent B1 11 SECTION B1 100mm thick 20MPa broom finish concrete paving/ mowing strip with 20mm fall OPTIONAL Concrete riser to connect to toilet pan Install 90x90 PG H5 bollard (as door stop) in 300x300x400 deep concrete footing. 100mm thick 25MPa broom finish concrete level entry paving FOR CONSENT REVISIONS KEY: Issued for: Date: Structural review 12 Jan 2015 Client information Building consent 13 Jan 2015 Project: PERMALOO STANDARD DRY VAULT SINGLE TOILET UNIT PERMACRETE GISBORNE Model No.: PLS DV 1 Drawing: HOLDING TANK SECTION B1 Revision: A2: 1:20 Dwg. No.: 14 Build only off plans marked 'CONSENT'. Read these plans in conjunction with the specification and other consultants drawings. Please check that you are using the current revision. Refer to the drawing register and transmittal form. Contractor must verify all dimensions & locations on site. Do not scale from plans. IF IN DOUBT ASK! These plans are the intellectual property of Pacific Modern Architecture Ltd and cannot be reproduced without permission of the author. Printed: Tuesday, 13 January 2015

12 LOCATOR ROD x150 VENT / 2/ LAP TON REID EYE ANCHOR FLOOR PLAN ROOF PLAN 2/ ROD DOOR HEAD RODS BENT & LAPPED TO RODS BENT & LAPPED TO REINFORCING ROOF REINFORCING ROOF REINFORCING 2/ 2/ 2/ 100mm THICK FLOOR SLAB WITH REINFORCING AS SHOWN ROD CONTINUOUS AROUND PERIMETER ELEVATION A ELEVATION B RODS BENT & LAPPED TO ROOF REINFORCING RODS BENT & LAPPED TO ROOF REINFORCING 150 ROOF OVERHANG ROD CONTINUOUS AROUND PERIMETER LOCATOR ROD 915x2050 DOOR RODS LAPPED TO FLOOR REINFORCING 2.5 TON REID EYE ANCHOR x4 CONNECTED TO 2/ RODS mm 2/ BENT mm 2/ 2/ INTO WALLS CONCRETE CONSTRUCTION TO NZS 3109 CONCRETE MIX: 40MPa CONCRETE WITH MINIMUM 6kg/m3 RADMIX STRUCTURAL SYNTHETIC FIBRE & 1kg/m3 DURAFIBRE CONCRETE MOULDS JOINED WITH EPOXY MORTAR AND 4/ LOCATOR RODS. SEAL JOINT ON INSIDE WITH MS SILICONE. 2/ 2/ 2/ 2/ 500x500mm CASTIN HOLE FOR STAINLESS STEEL ROOF VENT ASSEMBLY ELEVATION C D ELEVATION D LINE OF WALL BELOW C 2/ 500 dia. CAST IN HOLE FOR TOILET WASTE 2/ 2/ LOCATOR ROD RODS LAPPED TO FLOOR REINFORCING 80mm THICK ROOF WITH REINFORCING AS SHOWN 2/ BENT mm INTO WALLS 2/ 2/ 2/ 300x150 VENT 2/ 2.5 TON REID EYE ANCHOR D D A C 2/ LAP A FOR CONSENT B A B LOCATOR ROD B C REVISIONS KEY: Issued for: Date: Structural review 12 Jan 2015 Client information Building consent 13 Jan 2015 Project: PERMALOO STANDARD DRY VAULT SINGLE TOILET UNIT PERMACRETE GISBORNE Model No.: PLS DV 1 Drawing: UNIT CONSTRUCTION & REINFORCEMENT DETAILS Revision: A2: 1:20 Dwg. No.: 15 Build only off plans marked 'CONSENT'. Read these plans in conjunction with the specification and other consultants drawings. Please check that you are using the current revision. Refer to the drawing register and transmittal form. Contractor must verify all dimensions & locations on site. Do not scale from plans. IF IN DOUBT ASK! These plans are the intellectual property of Pacific Modern Architecture Ltd and cannot be reproduced without permission of the author. Printed: Tuesday, 13 January 2015