CONCRETE STANDARD NOTES 1. CONCRETE STRENGTHS AND COVER REQUIREMENTS AS NOTED OPPOSITE.

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1 , STRUCTURAL STEELWORK NOTES. ABRICATION SHALL COMPLY WITH NZS 0.. ALL BOLT HOLES SHALL BE DRILLED & SHALL BE mm LARGER THAN THE BOLT DIAMTER U.N.O. ALL STRUCTURAL STEEEL BOLTS SHALL BE GRADE 8.8/S U.N.O. ALL STAINLESS STEEL BOLTS SHALL BE ISO 0 GRADE 0 OR APPROVED EQUIVALENT ASTM GRADE.. ALL STEELWORK BOLTS, NUTS AND WASHERS, WITHIN THE BUILDING ENVELOPE AND ALLOWED BY NZS0 SHALL BE HOT DIP GALVANISED BY THE MANUACTURER TO CONORM TO AS, UNLESS SPECIED OTHERWISE. GENERAL NOTES CONCRETE STANDARD NOTES CONCRETE STRENGTHS. BOLT TIGHTENING PROCEDURE SHALL COMPLY WITH AS.. BOLTING; /S DENOTES SNUG TIGHT /T DENOTES RICTION TENSIONED CONNECTION /TB DENOTES BEARING TENSIONED CONNECTION. 8. ALL WELDS SHALL BE mm CONTINUOUS ILLET WELD U.N.O 9. ALL STRUCTURAL STEEL WELDS TO BE CATAGORY SP U.N.O WELDING ELECTRODES TO BE E8XX U.N.O 0. ALL STAINLESS STEEL WELDS INCLUDING CONSUMEABLES TO BE IN ACCORDANCE WITH AS.. WELD TESTING SHALL COMPLY WITH CURRENT NEW ZEALAND WELDING CODE AS/NZS. AND.. PLUMBNESS O STRUCTS/COLUMNS SHALL BE WITHIN L/000 O TRUE VERTICAL. ALL STEEL MEMBERS AND PLATES TO BE GRADE 00+ U.N.O ALL RHS/SHS SECTIONS SHALL BE GRADE 0. ALL STAINLESS STELL MEMBERS TO BE GRADE 0L U.N.O. ALL STEELWORK SHALL BE ZINC METAL SPRAYED TO TSZ00S. SPECIICATION IN ACCORDANCE WITH NZS. REER TO ARCHITECTS SPECIICATION OR SEALER COAT AND ANY SPECIALIST TOP COATS.. THE CONTRACTOR SHALL BRING TO THE DESIGNERS A ATTENTION ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS AS SOON AS POSSIBLE. DESIGN BASED ON EXTREME WIND ZONE. ANY CONNECTION DETAIL NOT COVERED IN THE DESIGN DRAWINGS OR COVERED BY NZS0 OR NZS9 SHALL BE REERRED TO THE ENGINEER OR CLARIICATION AND DIRECTION, PRIOR TO CONSTRUCTION/MANUACTURE. ALL STEELWORK BRACKETS ETC EXPOSED TO EXTERNAL OR TO MOISTURE SHALL BE STAINLESS STEEL.. ALL BOLTS, WASHERS AND NUTS SHALL BE STAINLESS STEEL. ALL TIMBER RAMING SHALL BE CONSTRUCTED IN ACCORDANCE WITH NZS0.. TIMBER TREATMENT DETAILS SHALL BE GENERALLY AS SPECIIED BY THE ARCHITECT, HOWEVER MINIMUM TREATMENT LEVELS SPECIIED IN THE NZS0 AND THE NEW ZEALAND BUILDING CODE SHALL BE PROVIDED.. CONCRETE STRENGTHS AND COVER REQUIREMENTS AS NOTED OPPOSITE.. ALL CONCRETE WORK TO BE CARRIED OUT IN ACCORDANCE WITH NZS0, NZS09. CONCRETE SHALL BE KEPT WET OR DAYS ATER LOOR POURED BY CONTINUOUS SPRINKLER. LAPPING O MESH SHALL BE IN ACCORDANCE WITH THE MANUACTURES REQUIREMENTS TO DEVELOP ULL TRANSER O TENSILE ORCES AT THAT MESH LAP.. DH: DENOTES GRADE 00 DEORMED BARS D: DENOTES GRADE 00 DEORMED BARS RH: DENOTES GRADE 00 ROUND BARS R: DENOTES GRADE 00 ROUND BARS. LAP LENGTHS OR REINORCEMENT IN CONCRETE SHALL BE AS OLLOWS: DH0:0mm DH:00mm DH:900mm DH0:mm 8. THE CONTRACTOR SHALL ENSURE THAT STARTER BARS ARE PROVIDED TO MATCH MAIN REINORCEMENT SIZE AND SPACING AT ANY PROPOSED CONSTRUCTION JOINT LOCATIONS. LAP LENGTHS AS STATED IN SECTION ABOVE SHALL BE PROVIDED. OOTINGS PILES : MPa : MPa MINIMUM CONCRETE COVERS OOTINGS CAST AGAINST DPC: 0mm OOTING CAST AGAINST & IN CONTACT WITH GROUND: mm DRAWING LIST SHEET DESCRIPTION REV S.0 ACE SHEET AND NOTES S. PILING AND OUNDATION PLAN S. LOOR RAMING LAYOUT S. LOORING VIEWS S. LOOR RAMING VIEWS S. ROO RAMING S. D RAMING VIEWS SECTIONS SHEET SECTIONS SHEET S. DETAILS SHEET S. DETAILS SHEET S. DETAILS SHEET 0/08/0 :0: p.m..0. INAL REVIEW ACE SHEET AND NOTES J0000 Drawn S.0 Design

2 A B C D E GEOTECHNICAL REQUIREMENTS S. THE CONTRACTOR SHOULD AMILIARISE THEMSELVES WITH THE CONTENT O THE GEOTECHNICAL REPORT PREPARED BY ORMINSTON AND ASSOCIATES OR THIS SITE P P P P 0x0d GROUND BEAM P P P P 99 ALL OUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER BEORE POURING O OUNDAITONS. MINIMUM EMBEDMENT DEPTHS SHALL NOT BE DECREASED WITHOUT THE EXPRESS APPROVAL O BLUEPRINT CONSULTING ENGINEERS AS THE EMBEDMENT DEPTH REQUIREMENTS ARE A UNCTION O BOTH GEOTECHNICAL REQUIREMENTS AND STRUCTURAL DESIGN REQUIREMENTS PILE DESIGN IS BASED ON THE END BEARING AND SKIN RICTION PARAMETERS PROVIDED IN THE GEOTEHCNICAL REPORT, AND THESE CAPACITIES MUST BE VERIIED BY THE GEOTECHNICAL ENGINEER AT TIME O INSPECTION DURING CONSTRUCTION P x0d GROUND BEAM 8 9 P P P P 0x0d GROUND BEAM P P P P P PILING AND OUNDATION PLAN : E.0. INAL REVIEW S. ø 0 PILE : 0 TIMBER PILE x H CAST CENTRAL TO PILE WITH MINIMUM EMBEDMENT O 900mm. 0mm DIA CONCRETE PILE MINIMUM EMBEDMENT O 000mm BELOW INISHED GROUND LEVEL -DH VERTICAL BARS WITH R SPIRALS AT 0c.c PITCH WITH DOUBLE WIND AND HOOK AT TOP AND BOTTOM ø 00 P PILE : 0 TIMBER PILE 0x0 H CAST CENTRAL TO PILE WITH MINIMUM EMBEDMENT O 900mm 00mm DIA CONCRETE PILE MINIMUM EMBEDMENT O 000mm BELOW INISHED GROUND LEVEL 8-DH0 VERTICAL BARS WITH R SPIRALS AT c.c PITCH WITH DOUBLE WIND AND HOOK AT TOP AND BOTTOM ø 00 P PILE : 0 00mm DIA CONCRETE PILE MINIMUM EMBEDMENT O 000mm BELOW INISHED GROUND LEVEL -DH VERTICAL BARS WITH R SPIRALS AT 0c.c PITCH WITH DOUBLE WIND AND HOOK AT TOP AND BOTTOM ø 0 S. PILE : 0 TIMBER PILE x H CAST CENTRAL TO PILE WITH MINIMUM EMBEDMENT O 900mm MASS CONCRETE PILE MINIMUM EMBEDMENT O 00mm BELOW INISHED GROUND LEVEL 0 S. 0 STRIP OOTING TO BE AT OR MAX 00mm BELOW GROUND. STRIP 0x0 -DH BARS R LINKS AT 00c.c mm COVER TYP. STRIP OOTING : 0 0/08/0 :0: p.m. PILING AND OUNDATION PLAN As indicated J0000 Drawn S. Design

3 TYPICAL LOOR JOIST DETAILS CUTDOWN JOISTS ALL JOIST SHOWN SHADED ARE CUT DOWN ROM 0x JOISTS TO 90x OR CANTILEVER DECK ZONE. TREAT ALL CUT TIMBER AS REQURIED TO MAINTAIN TIMBER PRESERVATIVE TREATMENT INTEGRITY. 0x90 GL8 BEARER TO GRID TOP O BEAM AT UNDERSIDE O LOOR AND DECK JOIST STRUCTURE. A B C D 90x DECK 00c.c WITH CANTILEVER OVER GRID. CONTRACTOR TO USE CONTINOUS LENGTH BOUNDARY JOIST TO THIS EDGE. 0x90 GL8 BEARER TO GRID TOP O BEAM IS LUSH WITH TOP O DECK JOISTS. BEARER TAPERED ROM END PILE TO EDGE O DECK 90x BOUNDARY JOIST x 00mm -0x SG8 ON WALL LINE -0x SG8 ON WALL LINE -0x SG8 UNDER WALL -0x SG8 UNDER WALL DECK STRUCTURE GRID - 90x90 SG8 BEARER LUSH WITH TOP O DECK JOISTS. PROVIDE TIMBER PLATE TO TOP O BEAM INTERNALLY TO INISH LUSH WITH TOP O JOISTS DECK JOISTS TO EXTEND THROUGH TO DOORWAY. PACK UP WITH 0mm PLATE IN AREAS WHERE EXTERNAL WALL WRAPS AROUND -0x SG8 UNDER WALL sp 90x90 SG8 BEARER 90x90 SG8 BEARER EXTENDS THROUGH TO GRID E GLULAM BEAMS. DECK STRUCTURE CANTILEVER OVER BEARER. 90x90 SG8 H BRACE BELOW BEARER. BRACE ROM END O BEARER TO BASE O PILE. REER /S. 90x BOUNDARY JOIST x 00mm 90x BOUNDARY JOIST NOTE: SIDE JOIST PACK O AND BOLT TO THE MAIN JOIST MAIN JOIST IS SET IN ROM EDGE O DECK TO ALLOW IT TO BE BOLTED AS A STRINGER O THE ACE O THE MAIN LOOR S. 80-0x SG8 UNDER WALL 00-90x SG8 E P sp x BOUNDARY JOIST. -90x SG8 P 90x BOUNDARY JOIST 90x BOUNDARY JOIST x GL8 BEARER. LOCATED LUSH WITH UNDERSIDE O JOISTS. MEMBER TO TAPER IN THE CANTILEVER DECK ZONE. REER TO SECTIONS DETAILS. GRID D - NOTE: SIDE JOIST PACK O AND BOLT TO THE MAIN JOIST MAIN JOIST IS SET IN ROM EDGE O DECK TO ALLOW IT TO BE BOLTED AS A STRINGER O THE ACE O THE MAIN LOOR S. x GLULAM BEARER. TOP O BEAM IS LUSH WITH TOP O DECK JOISTS. BEARER TAPERED IN ZONE O CANTILEVER TO 90mm DEPTH AT EDGE O DECK. BEARER ON GRID TO BE NOTCHED TO ALLOW BEARER OVER TO PASS THROUGH. 90x90 SG8 BEARER 90x90 SG8 BEARER LUSH WITH TOP O DECK JOISTS DECK STRUCTURE GRID - 90x90 SG8 BEARER x90 GL8 LOOR BEAM LUSH WITH TOP O LOOR JOIST AND SEATS ON TOP O GLULAM BEARERS ON GRID E AND BELOW PROPOSED GLAZING LINE DECK JOISTS SPACING REDUCED TO 00mm SPACING RAMING NOTES TIMBER LOOR INTERNAL 0x 00 c.c U.N.O WHERE JOISTS CANILEVER AS DECK MEMBERS, THE JOISTS ARE TO BE CUT DOWN AT THE EXTERNAL WALL LINE TO 90x AND IXED IN ACCORDANCE WITH DETAIL /S. DECK JOISTS 90X 00c.c U.N.O BOUNDARY AND BLOCKING BOUNDARY JOISTS SHALL BE CONNECTED TO PRIMARY JOISTS WITH PAIRS O MULIGRIP CONNECTORS PLUS -.mm x 00 NAILS BUTT NAILED TO END O JOISTS. REER TO 8/S. SPLICE LOCATIONS SHOWN ON PLAN - MAY REQUIRE EARLY ORDER PLACEMENT TO ACHIEVE MEMBER LENGTHS. BLOCKING BLOCKING NOT SHOWN OR CLARITY ON DRAWINGS. PROVIDE TO COMPLY WITH NZS0. BLOCK SHALL BE PROVIDED CONTINOUOUSLY BETWEEN JOISTS BELOW WALL RAMES AND OVER BEARER LINES. SUBLOOR IXINGS ALL IXINGS, CONNECTORS, NAILS, SCREWS, BOLTS, NUTS & WASHER TO BE STAINLESS STEEL TO COMPLY WITH NZS0 DURABILTY REQUIREMENTS APPROPRIATE OR THE SITE EXPOSURE. BEARERS GLULAM BEARERS SUPPLY IN CONTINUOUS ULL LENGTHS UNLESS SPLICE LOCATIONS IDENTIIED. ENDS O BEAMS TO BE PREPARED OR SPLICING IN ACTORY. SG8 BEARERS SPECIICATION AND COMPLIANCE WITH NZS0. IXING TO TIMBER PILES TO COMPLY WITH NZS0 AND LUMBERLOC kn ANCHOR PILE SPECIICATION SEE DETAIL SHEET. TIMBER TREATMENT TIMBER TREATMENT TO COMPLY WITH NZS0 AND AS SPECIIED BY THE ARCHITECT. DECK STRUCTURE x90 GL8 BEAM. TAPER CANTILEVERS TOP O BEAM LUSH WITH TOP O DECK JOISTS.0. INAL REVIEW D E LOOR AND SUBLOOR RAMING : 0 0/08/0 :0: p.m. : 0 LOOR RAMING LAYOUT J0000 Drawn S. Design

4 GRID / GRID E/ GRID / GRID A GRID C/- GRID.0. INAL REVIEW 9 GRID /C-D 8 GRID /A-B GRID / 0/08/0 :0:0 p.m. LOORING VIEWS Drawn Design J0000 S.

5 ISOMETRIC OUNDATIONS AND SITE ISOMETRIC LOOR STRUCTURE ISOMETRIC LOOR STRUCTURE ISOMETRIC LOOR STRUCTURE.0. No. Date By INAL REVIEW Description Chk App ISOMETRIC LOOR STRUCTURE ISOMETRIC LOOR STRUCTURE 0/08/0 :0:09 p.m. LOOR RAMING VIEWS Drawn J0000 S. Design

6 ROO RAMING DESIGN SITE WIND ZONE IS "EXTREME WIND" IN ACCORDANCE WITH NZS0. A B C D E VERIY ALL SETOUT DIMENSIONS WITH ARCHITECTURAL DRAWINGS. REER ANY DISCREPANCIES TO THE ENGINEER AND ARCHITECT IMMEDIATELY OR RESOLUTION AND CLARIICATION. ALL RAMING IXINGS TO BE IN ACCORDANCE WITH NZS0 OR "EXTREME HIGH WIND" CASE. CONTRACTOR MUST COMPLY WITH ALL NZS0 IXING AND DETAILING PROVISIONS. LAT ROO RAMING RIDGE BEAM -0x HYSPAN LAMINATE TOGETHER TO COMPLY WITH MANUACTURES DETAILS. 0x HYSPAN CONTINUOUS STEEL END RAME 0x HYSPAN CONTINUOUS SKYLIGHT -90x 0x HYSPAN CONTINUOUS SKYLIGHT 0x HYSPAN CONTINUOUS EX 90/0x SG8 PLATE AGAINST GLULAM. TOP O PLATE AT UNDERSIDE O PLY ROOING OR DIRECT IX. -M COACH SCREWS AT 00c.c DOUBLE S USE EX 90x OR EX0x WITH TIMBER CUT TO PROILE SO THAT S HARD TO UNDERSIDE O PLY ROOING AND IXED HARD TO WALL TOP PLATE. DOUBLE S TO EXTEND TO ACE O GLULAM. SKYLIGHT 0x HYSPAN CONTINUOUS P P EX 90/0 x TIMBER. TRIM TO ALLS. BACK SPAN 00mm WITH TIMBER PLATE AGAINST GLULAM. mm STAINLESS ROD OR IXING DETAILS REER TO ARCH DETAILS. SUGGEST mm STAINLESS PLATE AT GRID 0 / WITH -STAINLESS TEK SCREWS. AT OUTTER COLUMNS SANDWICH TIMBER TOGETHER BY REBATING. SUGGEST THREADED END AND LOCK NUT EACH SIDE O POST. 0x HYSPAN CONTINUOUS TO AR SIDE O SKYLIGHT. DOUBLE S DOUBLE S DOUBLE S DOUBLE S DOUBLE S SKYLIGHT P P 0x HYSPAN CONTINUOUS 0x90 ROSEWOOD BEAM UNDER RHS CRANKED S 0x0 RHS. MITER CUT AND SBW AT RIDGE WELDED END PLATES AND BOLTED CONNECTION TO GLULAM BEAMS. BEAMS TO BE TIMBER CLAD. 0x90 GL8 GLULAM BEAM EXTERNAL 0x90 GL8 GLULAM BEAMS EX 90/0x SG8 PLATE AGAINST GLULAM. TOP O PLATE AT UNDERSIDE O PLY ROOING OR DIRECT IX. -M COACH SCREWS AT 00c.c RHS CRANKED S 0x0X RHS MITER CUT AND SBW AT RIDGE WELDED END PLATES AND BOLTED CONNECTION TO GLULAM BEAMS. ALL LAT ROO CONSTRUCT WITH 0X SG8 S IN HORIZONTAL PLANE U.N.O. BUILD UP TO SUIT ALLS (REER TO ARCH DETAILS). ENSURE BUILT UP RAMING IS IXED TO TOP O S WITH NAILING SIZE AND SPACING AT LEAST EQUIVALENT TO PLYWOOD TO RAMING IXINGS. PROVIDE 0x STRINGER TO ACE O WALLS ON GRID,, A, D. PROVIDE EX90x/0X SB8 STRINGER TO grid E AND, TRIM TO SUIT HEIGHT O PLYWOOD AND ALLS. PITCHED ROO RAMING (GRID A-D) ALL ROO RAMING IN ACCORDANCE WITH NZS0 WITH 0x SG8 S AT 00c.c CEILING mm PLY LINING TO BE INSTALLED AS CEILING DIAPHRAGM. COLUMNS : 90x90 GL8 GLULAM COLUMNS P: 00x0x RHS COLUMNS.0. INAL REVIEW STEEL END RAME 0x0 RHS MITRE CUT & WELDED S AS PER MAIN DETAILS. MITRE CUT & SITE WELDED TO 00x0 RHS COLUMNS. 0x SHS WINDOW HEADER WITH x0 PLATE TO WELDED EACH SIDE BEWTEEN COLUMNS. mm THREADED ROD HANGAR AT MIDSPAN RIDGE TO WINDOW HEADER. - 0x HYSPAN DOUBLE HYSPAN AS SHORT CANTILEVERS. SOLID STUD RAMING UNDER. CPC80 x TO 0X90 GLULAM BEAM, AND CPC80 ROM ACE O STUD TO UNDERSIDE O HYSPAN AT EDGE O WINDOW OPENING. D E ROO RAMING PLAN : 0 0/08/0 :0:0 p.m. ROO RAMING Drawn Design : 0 J0000 S.

7 ROO VIEW Roof View.0. No. Date By INAL REVIEW Description Chk App Roof View Roof View 0/08/0 :0: p.m. D RAMING VIEWS Drawn J0000 S. Design

8 ROO STRINGER TO WALL PROVIDE 90x NOG ON EDGE, TO ALIGN WITH ROO STRINGER. BOLT STRINGER TO WALL NOGS WITH M COACH SCREWS AT 00c.c PERIMETER 0x HYSPAN TO BE SEATED MIN mm ONTO STUD WALL. JOIST TO BEARER OR CONDITIONS WITH JOISTS TO EACH SIDE O BEARER, PROVIDE JHx0 HANGARS. -xgxmm HEX HEAD SS SCREWS AND -NAILS PER LANGE. 0mm PACKER ON JOIST TO SUPPORT WALL. 90x90 SG8 BEARER ALL 90x90 BEARER CONNECTIONS TO PILES TO PROVIDE kn TENSION OR COMPRESSION ALONG THE BEARER AND TIMBER JOISTS SUITABLE OR ANCHOR PILE CONNECTION SPECIICATION. LUMBERLOK kn PILE IXING DETAIL INTENDED. MINIMUM 000mm EMBEDMENT BELOW INISHED GROUND LEVEL. JOISTS S. INTERNAL PILES MINIMUM 00mm EMBEDMENT BELOW INISHED GROUND LEVEL. S. RIDGE BEAM CONNECTION O S TO RIDGE BEAM TO BE IN ACCORDANCE WITH NZS0. TO WALL CONNECTION IN ACCORDANCE WITH nzs0 DETAILING. -90x SG8 LINTELS TO NZS0 PROVIDE NOGS B/W RATRES AND IXING PLATE TO U/S O S OR INSTALLTION O WINDOWS. JOISTS CONNECTION TO TOP O BEARERS TO BE IN ACCORDANCE WITH NZS0. PROVIDE SOLID BLOCKING ON EDGE O LOOR STRUCTURE. ALL PILES ARE CONSIDERED ANCHOR PILES SO ADJACENT JOISTS REQUIRE kn IXINGS AS REQURIED BY NZS0. Level 000 GLULAM BEARER CANTILEVER BEAM -90x SG8, WITH kn STRAP TO DOUBLE STUDS UNDER, AND 00x00 NAIL PLATE TO END STUDS. PROVIDE kn TIE DOWN TO LOOR STRUCTURE WALL BEAM 00x HYSPAN WALL BEAM SPAN ULL LENGTH O GRID WALL OPENING - PART O WALL PRENAIL. PROVIDE -.x90 NAILS INTO END O CANTILEVER BEAM AND MULTIGRIPS. HYSPAN BEAM PROVIDE kn HOLD DOWN TO HYSPAN BEAM AT EDGES O OPENINGS GREATER THAN 900mm PROVIDE BOUNDARY JOIST OVER BEARER ALONG THIS EDGE. TRIPPLE JOISTS PROVIDE SINGLE JOIST HANGER TO MIDDEL JOIST THEN PAIR O BOWMAK B ANGLE BRACKETS TO OUTTER JOISTS. MINIMUM 000mm EMBEDMENT BELOW INISHED GROUND LEVEL. S JOIST DOUBLE STUD DOUBLE STUD TRIPPLE JOIST S INTERNAL PILES MINIMUM 00mm EMBEDMENT BELOW INISHED GROUND LEVEL. S 90x90 GL8 POST WALL ROO INTERACE WALL RAMING TO EXTEND TO TOP O S. PLY BRACING TO EXTEND TO TOP O WALL. PROVIDE ADDITIONAL NOGS IN WALL RAMING AS NECSSARY OR INISHING WALL AND CEILING LININGS ax SG8 LINTEL S. Level 00 PROVIDE NOG BETWEEN JOISTS AT NOTCH OR 0MM SETDOWN. Level 000 S. Section A : 0 S. Section B : 0 S. S. HYSPAN LINTEL HYSPAN BEAM Level 0-90x SG8 LINTEL TO NZS0 JOISTS NOTCH 0mm OR DECK SETDOWN. S. 90x90 GL8 POST WALL BEYOND DECK JOIST AND STRUCTURE S..0. INAL REVIEW JOISTS 8 S. DECK BEARER PROP 90x90 H STRUT NOTCH INTO BEARER S. Section C : 0 MINIMUM 000mm EMBEDMENT BELOW INISHED GROUND LEVEL. INTERNAL PILES MINIMUM 00mm EMBEDMENT BELOW INISHED GROUND LEVEL. 0/08/0 :0: p.m. SECTIONS SHEET Drawn Design : 0 J0000

9 E MITRE CUT AND.S.B.W JOINTS S 0x0x RHS STEEL RAMES BETWEN GLULAM BEAMS S. 8 S. / TIMBER PLATE 0mm O BACK O POST. EXTEND TIMBER HARD TO BACK O RETURN ASCIA. 0x0x RHS 0x0x RHS mm THREADED ROD HANGER. WELD NUT TO UNDERSIDE O RHS. PROVIDE LOOSE LOCKING NUT TO SECURE ROD. ROD TO EXTEND THROUGH BOX SECTION AT WINDOW HEAD LEVEL BELOW AND SECURE WITH DOUBLE LOCK NUT. MITRE CUT AND.S.B.W JOINTS 0x GL8 BEAM S. 0 PILE AND CROSS BRACE 0mm STAINLESS STEEL ROD BRACE. AT BOTTOM O COLUMN, DRILL ROD CENTRALLY THROUGH PILE AND PROVIDE PL WASHER AND NUT TO BACK SIDE. CHECK IN WASHER OR LEVEL BEARING. STEEL END WALL RAME x GL8 BEARER BOWMAC B08 BRACKET OR BEARER ON OPPOSITE ACE TO CONNECT TO X GLULAM. S. S. 90X00 SG8 BEARER DECK JOISTS S. 90x90 GL8 POST PROVIDE 0mm SOLID TIMBER PACKER. ALLOW 0mm DEPTH O ASCIA TO CONTINUE BELOW PACKER. BOLT COLUMN TO WITH M BOLTS. PROVIDE PAIR O MULITGRIPS OR IXING O 0xHYSPAN TO BACK O. Level 000 0x SHS WITH x0pl ACING. 00x0x RHS POSTS 00x0x RHS POSTS x GL8 x GL8 x GL8 x0 PLATE TO OVERLAP COLUMN EACH SIDE AND BE SITE WELDED mm.w TO COLUMN ACE. 0X SHS TO SITE WELD TOP AND BOTTOM TO RHS. POST. COLUMN BASE OUTTER LANGE O SHS TO EXTEND TO TOP O BEARER BELOW. PROVIDE -M COACH SCREWS x 0 LONG INTO END O BEAM. PROVIDE PL 90 SQ BASE PLATE TO COLUMN AT TOP O GLULAM BEAM WITH -# STAINLESS SCREWS x INTO TOP O GLULAM. GLULAM BEAM SET DOWN 0mm BELOW MAIN LOOR JOISTS. S. MINIMUM 000mm EMBEDMENT BELOW INISHED GROUND LEVEL. S. Section D : 0 S. Section J : 0 ** IXING O P COLUMNS AT GRID 0 PL END PLATE.W.A.R TO COLUMN PROVIDE -Mx0 COACH SCREWS DOWN INTO TOP O GLULAM BEARER SPACE AT mm ROM ACE O COLUMN, CENTRELINE O BEARER. A B C D E D E S. S. S. GLULAM BEAMS S. -90x SG8 LINTEL TO NZS0-90x SG8 LINTEL TO NZS0-90x SG8 LINTEL TO NZS0 0x90 ROSEWOOD BEAM LINTEL TO NZS0 OOTING BEAM OOTING TO MATCH GROUND CONTOUR, WITH TOP O OOTING AT OR JUST BELOW INISHED GROUND LEVEL. S..0. INAL REVIEW DECK S UNDER IN WALLS DECK BEARER GLULAM BEARER GLULAM BEARER MINIMUM 000mm EMBEDMENT BELOW INISHED GROUND LEVEL. S. Section : 0 S. Section I : 0 0/08/0 :0: p.m. SECTIONS SHEET Drawn Design : 0 J0000

10 JOIST CONNECTION SS CT0 CLEATS EACH SIDE ( TOTAL PER JOIST) TO JOIST EACH SIDE O PILE. NAILS INTO BEARER AND JOIST PER BRACKET) NOTCH TIMBER PILE TO BE LUSH WITH TOP O SS PLATE. BEARERS/PILE BRACKET xmm STAINLESS STEEL H BRACKET. -M TO PILE AND -M TO BEARER. BOLTS TO BEARER AT 0MM ACROSS AND 80mm VERT. BOLTS TO PILE AT 0mm ACROSS X 80MM VERT. BEARER DECKING HYSPAN BEAM -M THROUGH BOLTS STAINLESS STEEL PROVIDE PLATE WASHERS S. STRIP OOTING TYPICAL TAPER PILE TO SUIT TAPER PLATES. 0 PILE STRUT MAY BE BELOW GROUND, CAST INTO PILE. 90x90 H STRUT NOTCH BEARER AS SHOWN PROVIDE 00x00 NAIL ON PLATE EACH SIDE TO BEARER. ULLY NAIL. STRUT TO PILE CAREULLY NOTCH ACE O PILE 0mm DEPTH. INSTALL M THROUGH BOLT WITH PLATE WASHER. 90x90 GL8 POSTS NOTCH OR mm SEATING O TIMBER BEAM BEARER CONNECTION GRID : 0 STRUT TO DECK BEARER : 0 TYPICAL VERANDAH POST TO HYSPAN : INTERNAL LOOR JOISTS DECK STRUCTURE 90x90 GL8 POSTS PRECISION REBATE OR BASE IXING PLATES MAIN BEARER CONNECTION TO PILES TO THE REQUIREMENTS O "ANCHOR PILE" NZS0. USE LUMBERLOCK kn ANCHOR PILE IXING DETAILS. M M BEARER CONNECT WITH BOWMAC B08, RE-DRILL OR mm BOLTS TO SUPPORTING BEARER. STRIP OOTING AND PILE NOTCH JOIST DO NOT OVERCUT NOTCH VERTICALLY OR HORIZONTALLY OR JOIST WILL BE REJECTED BY THE ENGINEER. MAIN LOOR JOISTS SPLIT SUPRESSION INSTALL -mm LONG g SCREWS AS SHOWN ON JOIST CENTRELINE. 0 EXTERNAL INTERNAL ABRICATED BRACKETS MATCH BOWMAC BRACKET DETAIL B9 BUT DO NOT SPLIT BOTTOM O PLATE DRILL OR -M BOLTS OR IXING TO TRIPPLE/DOUBLE SUPPORT JOISTS. PLATE WASHERS TO JOISTS. BOUNDARY JOIST MIN X.dia X 00 NAILS BUTT NAILED TO ENDS O EACH JOIST PROVIDE PAIRS O MULIGRIPS ROM BOUNDARY JOIST TO ENDS O SUPPORT JOISTS (NOT SHOWN OR CLARITY) DOUBLE/TRIPPLE DECK JOISTS 0 00 Callout of Section C : 0 JOIST NOTCH STRENGTHENING : 0 8 VERANDAH POST TO DECK : HYSPAN RIDGE BEAM -M THROUGH BOLTS TO SIDE STUDS -M THRU BOLT TO STUDS IN WALL AT 900c.c HYSPAN RIDGE BEAM.0. INAL REVIEW x.0mm STRAP BRACE OVER TOP O BEAM TO WALL PLATE. ULLY NAIL) x.0mm STRAP BRACE OVER TOP O BEAM TO WALL PLATE. ULLY NAIL) TOP PLATE 0 TOP PLATE STUDS BELOW RIDGE BEAM. RIDGE BEAM TO WALL GRID A, B, C : M M M M PAIR CPC80 EACH SIDE O, EACH SIDE O RIDGE BEAM. ABRICATED STEEL BRACKET. GEOMETRY AS PER BOWMAC B9 - WITHOUT RAG SPLIT END. BOLTS OR RIDGE BEAM TO HAVE 0mm END DISTANCE TO RIDGE BEAM, AND BOLTS TO COLUMN TO BE CENTRAL. ALL M BOLTS WITH PLATE WASHERS. 90x90 GLULAM POST REBATE OR STEEL PLATE. RIDGE BEAM SUPPORT GRID D : 0 0/08/0 :0: p.m. As indicated DETAILS SHEET J0000 Drawn S. Design

11 GLULAM DECK BEAM ACE O BEAM mm PAST END O BEARER. ROUTER OUT BEAM TO ALLOW BEARER TO SOCKET INTO ACE O BEAM. BOWMAC B8 BRACKET, USE BOLTS TO BEAM, AND COACH SCREWS TO BEARER. JOIST AS STINGER. BOLTED BACK TO MAIN BEAM AT 00c.c WITH M BOLTS TO ARCH DETAILS. GLULAM BEARER x TAPER CUT BEARER AS SHOWN. REER TO ARCHITECTS DETAILS. TAPER TO INISH LUSH WITH UNDERSIDE O GLULAB BEAM. M COACH SCREW WITH PLATE WASHER. 00mm LONG, PREDRILL INTO END O BEARER GLULAM LOOR BEAM BEAM NOTCHED OVER BEARER.. PROVIDE B8 BRACKET TO INTERNAL SIDE, LOCATE TO INSIDE EDGE O BEARER TO ALLOW OR BOUNDARY JOIST. PROVIDE CPC80 TO BOTTOM O GLULAM BEAM IXED INTO BEARER. BOLTS mm EDGE DISTANCE TO PLATE, AND 0mm EDGE DISTANCE TO JOIST. NOTCH BEARER AND MAKE PLATE LUSH WITH TOP O BEARER. ABRICATEDSTAINLESS PLATE mm STAINLESS PLATE,.W.A.R JOINS SANDWICH BETWEEN S -M STAINLESS BOLTS TO JOISTS, WITH PLATE WASHERS. MM SEATING PLATEx 90 WIDE WITH - Mx COACH SCREWS TO BEARER MM VERTICAL ACE PLATE x 90 WIDE, - Mx00 STAINLESS COACH SCREWS TO BEARER. END PLATE 90mm WIDE. BOLTS 0mm SIDE AND BOTTOM EDGE DISTANCE, 0MM TOP EDGE DISTANCE. ROD BRACE CL BEARER CL CL JOIST STEEL RAME BASE PLATE AND COACH BOLTS AS NOTED PREVIOUSLY ON GRID RAME. 0mm TIMBER PLATE TO TOP O GRID BEARER TO PACK TO LOOR LEVEL. 0 LOOR JOISTNAIL LAMINATED TO ACE O BEARER. GLULAM BEARER GRID NOTCH BOTTOM O UPPER BEARER OVER LOWER BEARER. PROVIDE PAIR O CPC80 AS SHOWN PLUS SKEW NAILS.x00. BEARER TO PILE BRACKET ABRIACTED STAINLESS STEEL H BRACKET WITH 8 - M THROUGH BOLTS AS SPECIIED OR PILE AT GRID E/ 90x90 SG8 BEARER LUSH WITH TOP O DECK JOISTS. CPC80 EACH SIDE DOWN TO TOP O BEARER. PROVIDE Kn TIE TO DOUBLE JOIST AND PAIR O CPC80 ROM CONNECTION TO GLULAM BEARER UNDER. DOUBLE DECK JOISTS ON GRID E LUSH WITH TOP O DECK JOISTS. CPC80 EACH SIDE DOWN TO TOP O BEARER. NOTE: OR SINGLE JOISTS, JUST USE JOIST HAGNERS OR CONNECTION TO 90x90 BEARER. DOUBLE STUDS mm PLY BRACING EACH SIDE. PROVIDE kn TIE DOWN ROM STUDS TO JOISTS. USE STRAP BRACE, SLOTTED THROUGH LOORING. STRAP BRACES S GRID E/ PAIR O CPC80 BRACKETS ROM JOISTS TO BEARER AND SINGLE CPC80 ROM ACE O BEARER TO U/S DOUBLE JOISTS. BEARER TO PILE STANDARD STAINLESS H BRACKET WITH M TO BEARER AND PILE. AS DETAILED IN GRID E/ DETAIL. BEARER TO PILE BRACKET mm PLATE 'H" BRACKET..W.A.R x0 VERTICAL PLATES X SEATING PLATE ON TOP O TIMBER PILE. NOTCH INTO TIMBER PILE AS NECESSARY. -M BOLTS TO PILE AND BEARER. 0mm STAINLESS STEEL ROD BRACE PROVIDE 0x0PL CENTRALLY SLOTTED 0 WIDE x 00mm OR ROD,.W.A.R ROD TO PLATE. x0mm STAINLESS BOLT TO ABRACITED BEARER PLATE. ROD TO BE DRILLED THROUGH BASE O TIMBER PILE, WITH 0x0x PLATE WASHER AND NUT AS NOTED ON LOOR RAMING PLAN. GRID /E SECTION : 0 CONNECTION OVER BEARERS : 0 GRID E/ CONNECTION DETAILS : 0 RHS S. PROVIDE HOLE IN LANGE ACE TO ALLOW OR INSTALLATION O COACH SCREW. 0x0x RHS S. 0x0x RHS PROVIDE PL TAG PLATE WELDED TO EDGE O RHS LANGE. -Mx0 COACH BOLT CENTRAL INTO TOP O GLULAM. GLULAM BEAM INTERNAL 0mm STAINLESS STEEL ROD ULLY THREADED WITH NYLOC NUTS ACTORY EPOXY 0mm INTO OVERSIIZED AND GROOVED HOLES. MANUACTURE TO SUPPLY EPOXY AND CONSTRUCTION SPECIICATION OR ENGINEERS APPROVAL x0x RHS RAME PROVIDE PL TAG PLATE WELDED TO EDGE O RHS LANGE. -Mx0 COACH BOLT CENTRAL INTO TOP O GLULAM. GLULAM BEAM INTERNAL 0mm STAINLESS STEEL ROD ULLY THREADED WITH NYLOC NUTS ACTORY EPOXY 0mm INTO OVERSIIZED AND GROOVED HOLES. MANUACTURE TO SUPPLY EPOXY AND CONSTRUCTION SPECIICATION OR ENGINEERS APPROVAL GLULAM BEAM EXTERNAL 0mm STAINLESS STEEL ROD ULLY THREADED WITH NYLOC NUTS BOTH SIDES O POST. ACTORY EPOXY 00mm INTO OVERSIZED AND GROOVED HOLES. MANUACTURE TO SUPPLY EPOXY AND CONSTRUCTION SPECIICATION OR ENGINEERS APPROVAL. GLULAM BEAM EXTERNAL COACHSCREW IXINGS AT c.c TOP AND BOTTOM IXING M M MIDDEL IXINGS. IXING MUST HAVE EMBEDMENT LENTH INTO GLULAB BEAM O 0mm MINIMUM. PROVIDE HOLE IN RHS LANGE OR ACCESS TO INSTALL COACH SCREW ROSE WOOD BEAM. REER TO OTHER DETAIL SECTION OR IXING AND CONNECTION DETAIL..0. INAL REVIEW 0 BOX, x0pl SIDES mm SEAL WELD ULL LENGTH O MEMBER AND SHS/PLATE INTERACES.W.A.R SITE 0PLATES TO ACE O SHS POST 0 BOX, x0pl SIDES mm SEAL WELD ULL LENGTH O MEMBER AND SHS/PLATE INTERACES.W.A.R SITE 0PLATES TO ACE O SHS POST GLULAM COLUMN GL8 90x90 TO MATCH BEAM. PROVIDE -.dia x 00 SS NAILS AT c.c (BETWEEN COACH SCREWS). GLULAM TO STEEL RAME GRID 8 GLULAM TO RAME GRID : 0 : 0 : 0 GLULAM BEAM AT GRID 0/08/0 :0: p.m. DETAILS SHEET Drawn Design : 0 J0000 S.

12 E 0x0x RHS S.W.A.R TO SUPPORT BRACKET. PROVIDE HOLE IN BOTTOM LANGE OR ACCESS TO TIGHTEN IXING BOLT. 90x90 GL8 POSTS PRECISION REBATE OR BASE IXING PLATES. REER TO VERANDAH POST TO DECK DETAIL OR STANDARD IXINGS. BOUNDARY JOIST CONNECTION AS SHOWN IN STANDARD VERANDAH POST TO BASE DETAIL. 90x90 SG8 PACKER BETWEEN BOUNDARY AND OLLOWING JOIST. CONNECT TO INNER JOIST WITH PAIR O MULITGRIPS. PROVIDE 00w X h NAILON PLATE EACH SIDE. ULLY NAIL. ABRIACTED BRACKET OR PILE CONNECTION REER TO BUILDING SECTION A 88 CPC80 BRACKET RHS IXING ABRICATED STEEL PLATES 80mm WIDE 0mm END PLATE TO RHS MM TOP AND BACK ACE PLATE..S.B.W JOINTS..W.A.R TO RHS. BRACKET TO BE ROUTERED INTO GLULAM BEAM OR TIGHT IT JOINT. M0x COACH SCREW TO TOP M COACH BOLT THROUGH ACE. PLYWOOD ROOING TIMBER PLATE EXTEND TO VERANDAH. BOLT TO GLULAM -M COACH SCREWS AT 00c.c WITH 80mm PENETRATION TO GLULAM WITH JOIST HANGER TO PLATE. STAINLESS STEEL BRACKET DIMENSIONAL DATA AS PER B08 BOWMAC BRACKET, BUT NO SEATING PLATE TO BASE. DRILL OR xm COACH BOLTS TO POST, AND -M OR BEAM. 90x90 GL8 POST 0 0 0x90 BEAM RHS ROO S GLULAM BEAM ABRICATED BRACKET SEE DETAIL BESIDE. PL 80x80 CAP, 80xPL VERTICAL TAG PLATE...W.A.R. M0x0 COACHBOLT WELDED TO TOP CENTRAL TO CAP PLATE. INSTALL IN PREDRILLED HOLE kn LATERAL TIE. USE STRAP WRAPPED AROUND COLUMN, ULLY NAILED. (SIMILAR OTHER END) PLYWOOD BRACING ULLY NAILED TO PERIMETER RAMING AND TO BOTH TOP PLATES IN ACCORDANCE WITH BRACING SPECIICATION DOUBLE STUDS SANDWICH BRACKET PLATE BETWEEN AND BOLT THROUGH WITH - M BOLTS mm PLATE mm PLATE S. DOUBLE TOP PLATE DOUBLE STUDS PLYWOOD ROOING NAIL TO THE SPECIICATIONS O E WALL BRACING. DOUBLE ROW O NAILS ONTO DOUBLE LOCATIONS AT BRACE WALLS. -EX 0/90x PAIR CPC80 TO GLULAM SINGLE CPC80 TO HYSPAN ASCIA BEAM xkn TIE DOWN STRAP TO STUDS PAIR O 0T TYLOK TO TOP PLATES -EX 0/90x PAIR CPC80 TO GLULAM SINGLE CPC80 TO HYSPAN ASCIA BEAM xkn TIE DOWN STRAP TO STUDS PAIR O 0T TYLOK TO TOP PLATES GRID BEARER TAPER. : 0 ROO DETAIL GRID /E : 0 SUPPORT OR GLULAM GRID E/ Glulam stud support : 0 TYPICAL OR DOUBLE STUD SUPPORTS INTERNALLY TO 0x90 GLULAM AT IN WALLS..0. INAL REVIEW LUMBERLOCK kn ANCHOR PILE N.T.S 0/08/0 :0: p.m. DETAILS SHEET Drawn Design : 0 Approver J0000 S.