TECHNICAL INSTALLATION

Transcription

1 THE F IN N S B A L US T R A DE TECHNICAL INSTALLATION Producer Statement [ PS1 ] T H E F I N N S // T E C H N I C A L I N S TA L L AT I O N S P E C S [ P S1] W W W. E D G E S M I T H.G LO B A L

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3 JOB NO: DATE: SUBJECT: Edgesmith Aluminium FINN Face Fixed & Top Fixed Balustrade Design PAGE: Edgesmith FenceLab Aluminium Finn Face Fixed Balustrade AS/NZS Table 3.3 Minimum Imposed Actions For Barriers -Occupancy Class A, B, E & C3 (6mm Plate) -Occupancy Class A, B, E, C1/C2, C3 & D (8mm Plate) SHS 40 x 2 mm Rail 6063-T5 Pickets RHS 65 x 16 x 1 mm 6060-T To suit building design To suit building design MIN TYP x 6 mm PL 5052-H32 For Occupancy Class A, B, E & C3 300 x 8 mm PL 5052-H32 For Occupancy Class A, B, E, C1/C2, C3 & D OBD CONSULTANTS LTD P.O.BOX 390 SILVERDDALE

4 JOB NO: DATE: SUBJECT: Edgesmith Aluminium FINN Face Fixed & Top Fixed Balustrade Design PAGE: OBD CONSULTANTS LTD P.O.BOX 390 SILVERDDALE

5 JOB NO: DATE: SUBJECT: Edgesmith Aluminium FINN Face Fixed & Top Fixed Balustrade Design PAGE: AS/NZS 1170 Barrier Load minimum imposed action for barriers table 3.3 Occupancy A, B and E, C3 AS/NZS 1170 Include Domestic, residential activities, office work area, induatrial and storage buildings not susceptible to overcrowding Horizontal Top Edge Inwards Outwards Infill Horizontal kn/m KN kpa Maximum Design Bending Moment to Balustrade Summary Table KN.M Spacing Barrier Load Loading Maximum Bending Height 1.2 Top line load 0.14 Top point load 1.08 Infill OBD CONSULTANTS LTD P.O.BOX 390 SILVERDDALE

6 JOB NO: DATE: SUBJECT: Edgesmith Aluminium FINN Face Fixed & Top Fixed Balustrade Design PAGE: Edge FenceLab Aluminium Finn Fixed Balustrade AS/NZS : 2002 Table 3.3 Minimum Imposed Actions For Barriers -Occupancy Class A, B, E & C3 SHS 40 x 2 mm 6063-T5 65 x 2 mm 6261-T6 RHS 65 x 16 x 1 mm 6060-T Centres OBD CONSULTANTS LTD P.O.BOX 390 SILVERDDALE

7 JOB NO: DATE: SUBJECT: Edgesmith Aluminium FINN Face Fixed & Top Fixed Balustrade Design PAGE: AS/NZS 1170 Barrier Load-minimum imposed action for barriers table 3.3 Occupancy A, B and E, C3 AS/NZS 1170 Include Domestic, residential activities, office work area, induatrial and storage buildings not susceptible to overcrowding Horizontal Top Edge Inwards Outwards Infill Horizontal kn/m KN kpa Maximum Design Bending Moment to Balustrade Summary Table KN.M Spacing Loading Height Top line load Barrier Top point load 0.90 Load Infill 1.29 Maximum Bending 1.94 Note: Refer FINN face fixed balustrade design & calculation for 40x2 SHS top, bottom rail and 65x16x1 RHS FINN pailing design. OBD CONSULTANTS LTD P.O.BOX 390 SILVERDDALE

8 Drawing Plotted: 24/10/2017 1:07:53 p.m. GENERAL NOTE Edgesmith Aluminium Finns Barrier design VARIOUS LOCATIONS 1) THE BALUSTRADE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ARCHITECTS AND ENGINEERS DRAWINGS. 2) ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE AGAINST THE ARCHITECTS AND ENGINEERS DRAWINGS PRIOR TO COMMENCING WORK ANY VARIATIONS OR DISCREPANCIES ARE TO BE REFERRED TO THE CONSULTANT FOR RESOLUTION. 3) ALL WORK IS TO COMPLY WITH THE NZ BUILDING CODE. 4) REMOVE ALL EXCESS MATERIALS AND RUBBISH FROM SITE AND REINSTATE ANY DAMAGE ON COMPLETION OF WORK. STRUCTURAL 5) THE CONSULTANTS ARE TO BE GIVEN 24 HOURS NOTICE FOR ANY SITE INSPECTIONS REQUIRED A PS4 CANNOT BE PROVIDED (PRODUCER STATEMENT FOR CONSTRUCTION REVIEW) IF THE CONSULTANT IS NOT INFORMED OF ANY WORK REQUIRING A SPECIFIC INSPECTION, AS REQUIRED BY THE LOCAL TERRITORIAL AUTHORITY. EXISTING SUPPORT STRUCTURE: 1) THE EXISTING DECK, BALCONY OR PAVING STRUCTURE MUST HAVE BEEN CONSTRUCTED TO COMPLY WITH THE LOCAL TERRITORIAL AUTHORITY REGULATIONS AND REQUIREMENTS. THE NZ BUILDING CODE AND NZS 3604: JOB No ) WHERE EXISTING STRUCTURES SHOW DETERIORATION, FULL REPLACEMENT IS RECOMMENDED 3) ALL CONCRETE USED IS TO HAVE A CRUSHING STRENGTH OF 25MPa AT 28 DAYS AND IS TO COMPLY WITH NZS3109. FOR INFORMATION Sheet Number DRAWING LIST Sheet Name Current Revision Current Revision Date 0 DRAWING ISSUE REGISTER A S-00 COVER SHEET B S-01 FINN FACE FIXED BALUSTRADE DOMESTIC & OFFICE LOADING B S-02 FINN FACE FIXED BALUSTRADE RETAIL LOADING B S-03 FINN BALUSTRADE BASE FIXED B S-04 FINN BALUSTRADE TO TIMBER RETAINING WALL B ) BOUNDARY JOIST, TORSIONAL RESTRAINT AND CONNECTIONS TO DECK FRAMING BY OTHERS NEW BALUSTRADE CONSTRUCTION NOTES: 1) THESE DRAWINGS ONLY COVER INSTALLATION DETAILS OF THE ALUMINIUM BALUSTRADE. 2) THE ALUMINIUM ALLOY MEMBERS TO BE COMPLIED WITH AS/NZS 1866:1997 AND SPECIFIED AS FOLLOWS: 65x16x1 RHS FINN T5 40x2 SHS TOP & BOTTOM RAIL T5 300x6 PLATE FLANGE H32 300x8 PLATE FLANGE H32 65x2 SHS BALUSTRADE POST T6 3) THE EXISTING SUPPORTING STRUCTURE DETAILS ARE NOT COVERED BY THESE DRAWINGS. 4) ANY DAMAGE TO EXISTING STRUCTURE TO BE REINSTATED. 5) PREVENT CONTACT BETWEEN DISSIMILAR MATERIALS. CONNECTION: 1) ALL COACH SCREWS & BOLTS ARE TO BE GRADE 316 STAINLESS STEEL. 2) ALL COACH SCREWS AND BOLTS TO BE PRE-DRILLED ACCORDING TO NZS3603:1997 3) WHERE SEALANTS ARE REQUIRED, SEALANTS ARE TO COMPLY WITH REQUIREMENTS FOR THE SPECIFIC USE INTENDED DURING CONSTRUCTION. 4) ALL RAMSET ANKASCREW AND EPCON C8 CHEMICAL CONCRETE ANCHOR OR EQUIVALENT TO BE GRADE 316 STAINLESS STEEL AND FIXED TO MANUFACTURER S SPECIFICATION. 5) THE SUPPORT STRUCTURE TIMBER IS TO BE J5 CLASSIFICATION OF TIMBER SPECIES AS PER NZS3604:1993 6) M12 BOLTS WHERE SPECIFIED TO BE GRADE 4.6/S. ALL OTHER BOLTS TO BE MINIMUM OF GRADE 8.8/S OR AS SHOWN UNLESS NOTED OTHERWISE 7) ALL NUTS AND TURNING BOLTS ARE TO HAVE APPROVED WASHERS. ALL EXPOSED NUTS, BOLTS AND WASHERS TO BE GALVANISED AND TO HAVE PROTECTIVE COATINGS TO MATCH GENERAL STEELWORK UNLESS NOTED OTHERWISE.

9 24/10/2017 1:07:54 p.m ,2,3,4 OR 5 S-01 NOTE: 1. FOR GENERAL NOTES REFER TO DRAWING S TYP 2. DOMESTIC AND OFFICE LOADING TO AS/NZS TABLE 3.3 OCCUPANCY CLASS A, B, E AND C3 102 RAIL: 40x40x2 SHS GRADE 6063-T5 ALUMINIUM 1102 MAX 1000 FINN: 65x16x1 RHS GRADE 6060-T5 ALUMINIUM 2-M12 RAMSET EPCON C8 OR EQUIVALENT 135 MIN EMBEDMENT x6 GRADE 5052-H32 ALUMINIUM MASONRY REFER TO SPECIFIC DETAIL FOR BOLT TYPE AND LOCATION 175 MAX 505 MAX TYP 2318 A ELEVATION 1 MASONRY NOTE: MASONRY BY OTHERS Copyright: This document and the copyright in this document remain the property of OBD CONSULTANTS LTD. The contents of this document may not be reproduced either in whole or in part by any means whatsoever without the prior written consent of OBD CONSULTANTS B FOR BUILDING CONSENT DC A FOR INFORMATION DC Rev Description By Date 300x6 GRADE 5052-H32 ALUMINIUM TIMBER DECKING 300x6 GRADE 5052-H32 ALUMINIUM TIMBER DECKING 300x6 GRADE 5052-H32 ALUMINIUM 25MPa CONCRETE 300x6 GRADE 5052-H32 ALUMINIUM 25MPa CONCRETE CIVIL & STRUCTURAL CONSULTING ENGINEERS Post P.O. BOX 390, SILVERDALE Phone info@obdconsultants.com Web 2/190x45 BOUNDARY JOIST 2-M12 SS COACH SCREWS 90 EMBEDMENT 2 TIMBER 200PFC, UB OR UC BOUNDARY BEAM BY OTHERS 2-M12 SS BOLTS WITH 50DIAx4 SS WASHER AND NUT 3 STEEL 90 2-M12 SS RAMSET ANKA SCREW BOLT OR EQUIVALENT 90 MIN EMBEDMENT INSTALLED TO MANUFACTURERS SPECIFICATIONS 4 CONCRETE 200mm M12 SS RAMSET EPCON C8 CHEMICAL ANCHOR OR EQUIVALENT 100 MIN EMBEDMENT INSTALLED TO MANUFACTURERS SPECIFICATIONS 5 CONCRETE 150mm Original Scale (A1): Job Title 1 : 10 Project Address Design: Drawn: Drg Check: DC JLF JAE Project Issue Date: Edgesmith Aluminium Finns Barrier design NOTE: BOUNDARY JOIST, TORSIONAL RESTRAINT AND CONNECTIONS TO DECK FRAMING BY OTHERS NOTE: CONCRETE FLOOR OR DECK BY OTHERS & ENSURE ANCHOR DOES NOT CLASH WITH STEEL REINFORCEMENT VARIOUS LOCATIONS Sheet Title FINN FACE FIXED BALUSTRADE DOMESTIC & OFFICE LOADING Project No Drawing No. S-01 Rev B

10 24/10/2017 1:07:54 p.m ,2,3,4 OR 5 S-01 NOTE: 1. FOR GENERAL NOTES REFER TO DRAWING S TYP 2. RETAIL LOADING TO AS/NZS TABLE 3.3 OCCUPANCY CLASS A, B, E, C3 AND D 102 RAIL: 40x40x2 SHS GRADE 6063-T5 ALUMINIUM 1102 MAX 1000 FINN: 65x16x1 RHS GRADE 6060-T5 ALUMINIUM 2-M12 RAMSET EPCON C8 OR EQUIVALENT 135 MIN EMBEDMENT MASONRY REFER TO SPECIFIC DETAIL FOR BOLT TYPE AND LOCATION 175 MAX 475 MAX TYP 2318 A ELEVATION 1 MASONRY NOTE: MASONRY BY OTHERS Copyright: This document and the copyright in this document remain the property of OBD CONSULTANTS LTD. The contents of this document may not be reproduced either in whole or in part by any means whatsoever without the prior written consent of OBD CONSULTANTS B FOR BUILDING CONSENT DC A FOR INFORMATION DC Rev Description By Date TIMBER DECKING TIMBER DECKING 25MPa CONCRETE 25MPa CONCRETE CIVIL & STRUCTURAL CONSULTING ENGINEERS Post P.O. BOX 390, SILVERDALE Phone info@obdconsultants.com Web 2/190x45 BOUNDARY JOIST 2-M12 SS BOLTS WITH SS 50DIAx4 SS WASHERS AND NUT 2 TIMBER 200PFC, UB OR UC BOUNDARY BEAM BY OTHERS 2-M12 SS BOLTS WITH 50DIAx4 SS WASHER AND NUT 3 STEEL 90 2-M12 SS RAMSET ANKA SCREW BOLT OR EQUIVALENT 90 MIN EMBEDMENT INSTALLED TO MANUFACTURERS SPECIFICATIONS 4 CONCRETE 200mm M12 SS RAMSET EPCON C8 CHEMICAL ANCHOR OR EQUIVALENT 100 MIN EMBEDMENT INSTALLED TO MANUFACTURERS SPECIFICATIONS 5 CONCRETE 150mm Original Scale (A1): Job Title 1 : 10 Project Address Design: Drawn: Drg Check: DC JLF JAE Project Issue Date: Edgesmith Aluminium Finns Barrier design NOTE: BOUNDARY JOIST, TORSIONAL RESTRAINT AND CONNECTIONS TO DECK FRAMING BY OTHERS NOTE: CONCRETE FLOOR OR DECK BY OTHERS & ENSURE ANCHOR DOES NOT CLASH WITH STEEL REINFORCEMENT VARIOUS LOCATIONS Sheet Title FINN FACE FIXED BALUSTRADE RETAIL LOADING Project No Drawing No. S-02 Rev B

11 24/10/2017 1:07:54 p.m. NOTE: BALUSTRADE POST: 65x2 SHS GRADE 6261-T6 ALUMINIUM RAIL: 40x40x2 SHS GRADE 6063-T5 ALUMINIUM 85 TYP 1 OR 2 S-03 FINN: 65x16x1 RHS GRADE 6060-T5 ALUMINIUM 1. FOR GENERAL NOTES REFER TO DRAWING S DOMESTIC AND OFFICE LOADING TO AS/NZS TABLE 3.3 OCCUPANCY CLASS A, B, E AND C MAX MAX A ELEVATION Copyright: This document and the copyright in this document remain the property of OBD CONSULTANTS LTD. The contents of this document may not be reproduced either in whole or in part by any means whatsoever without the prior written consent of OBD CONSULTANTS 125x125x8 BASE PLATE FWAR TO SHS B FOR BUILDING CONSENT DC A FOR INFORMATION DC Rev Description By Date TIMBER DECKING 60 MIN 125x125x8 BASE PLATE FWAR TO SHS CIVIL & STRUCTURAL CONSULTING ENGINEERS 3/190x45 MIN BOUNDARY JOIST 4-M12 COACH SCREWS 190 MIN EMBEDMENT (PRE DRILL HOLE) 4-M12 SS RAMSET ANKA SCREW BOLT OR EQUIVALENT 90 MIN EMBEDMENT 150 Original Scale (A1): Job Title 1 : 10 Post P.O. BOX 390, SILVERDALE Phone info@obdconsultants.com Web Design: Drawn: Drg Check: DC JLF JAE Project Issue Date: TIMBER 2 CONCRETE Edgesmith Aluminium Finns Barrier design Project Address NOTE: BOUNDARY JOIST, TORSIONAL RESTRAINT AND CONNECTIONS TO DECK FRAMING BY OTHERS NOTE: CONCRETE FLOOR OR DECK BY OTHERS & ENSURE ANCHOR DOES NOT CLASH WITH STEEL REINFORCEMENT Sheet Title VARIOUS LOCATIONS FINN BALUSTRADE BASE FIXED Project No Drawing No. S-03 Rev B

12 24/10/2017 1:07:54 p.m. NOTE: 1. FOR GENERAL NOTES REFER TO DRAWING S DOMESTIC AND OFFICE LOADING TO AS/NZS TABLE 3.3 OCCUPANCY CLASS A, B, E AND C3 1 S-04 BALUSTRADE POST: 65x2 SHS GRADE 6261-T6 ALUMINIUM PICKETS: 65x16x1 RHS GRADE 6065-T5 ALUMINIUM 85 TYP 1500 c/c MAX RAIL: 40x40x2 SHS GRADE 6065-T5 ALUMINIUM TIMBER POLE ENSURE ALL TIMBER IS IN GOOD CONDITION Copyright: This document and the copyright in this document remain the property of OBD CONSULTANTS LTD. The contents of this document may not be reproduced either in whole or in part by any means whatsoever without the prior written consent of OBD CONSULTANTS 4-M12 SS COACH SCREWS MIN 45 EMBEDMENT B FOR BUILDING CONSENT DC A FOR INFORMATION DC Rev Description By Date CIVIL & STRUCTURAL CONSULTING ENGINEERS A ELEVATION 1 TIMBER RETAINING WALL Post P.O. BOX 390, SILVERDALE Phone info@obdconsultants.com Web NOTE: TIMBER RETAINING WALL AND TIMBER RAIL TO BE DESIGNED BY OTHERS Original Scale (A1): Job Title 1 : 10 Design: Drawn: Drg Check: DC JLF JAE Project Issue Date: Edgesmith Aluminium Finns Barrier design Project Address VARIOUS LOCATIONS Sheet Title FINN BALUSTRADE TO TIMBER RETAINING WALL Project No Drawing No. S-04 Rev B