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N12 9 berrima_180928 · 51901.4210.01
Attached to the e-mail GIA (pool deck) - 51901.4210.01.
GENERAL: ~ THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS ‘AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ‘ALL DISCREPANCIES SHALL BE REFERRED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. ‘ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION IS COMMENCED. THE ENGINEER'S DRAWINGS SHALL NOT BE SCALED. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION AND ENSURE NO PART IS OVER-STRESSED. - WHERE EXCAVATION WORK IS TO BE CARRIED OUT ADJACENT TO EXISTING FOOTINGS, THE EXACT LEVEL OF THE UNDERSIDE OF ‘THE FOOTINGS SHALL BE OBTAINED BY TEST PITS PRIOR TO EXCAVATION. UNDERPINNING AND SHORING OF THE STRUCTURE SHALL BE CARRIED OUT AS DETAILED AND THE EXISTING STRUCTURE SHALL BE MAINTAINED IN A STABLE AND UNDAMAGED CONDITION. WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH ‘THE RELEVANT CURRENT S.A.A. CODES (INCLUDING ALL AMENDMENTS) AND THE STATUTORY AUTHORITIES’ REQUIREMENTS, EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS. ~ ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE. ALL LEVELS ARE EXPRESSED IN METRES. ‘THE STRUCTURAL WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS UNLESS NOTED OTHERWISE. AREA LIVE LOAD (kPa) DECKS 2.0 FOOTINGS: - AN ALLOWABLE BEARING PRESSURE IN NATURAL MEDIUM DENSE SAND OF 175 kPa HAS BEEN ADOPTED IN THE DESIGN OF FOOTINGS, TO BE CONFIRMED AT TME OF DETAILED EXCAVATION. ‘ALL FOOTING EXCAVATIONS SHALL BE CLEANED OF LOOSE MATERIAL AND WATER. ~ SIDES OF FOOTINGS SHALL BE FORMED AS NECESSARY WHEN EXCAVATED FACE IS NOT STABLE. ‘ALL WALLS AND COLUMNS SHALL BE CONCENTRIC WITH SUPPORTING FOOTINGS UNLESS OTHERWISE NOTED ON THE DRAWINGS. UNLESS APPROVED BY THE STRUCTURAL ENGINEER, EXCAVATIONS SHALL NOT EXTEND BELOW A LINE DIPPING AT 45 DEGREES AND AWAY FROM THE NEAREST UNDERSIDE CORNER OF ANY FOOTINGS. WHERE FOUNDATION MATERIAL DIFFERS FROM THAT DESCRIBED IN THE SITE INVESTIGATION REPORT OR LOCALISED SOFT SPOTS ARE FOUND, THE ENGINEER SHALL BE NOTIFIED AND IF NECESSARY THE MATERIAL SHALL BE EXCAVATED AND BACKFILLED WITH WEAK MIX CONCRETE, CONCRETE: ‘ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS. 3600. CLEAR CONCRETE COVER TO ALL REINFORCEMENT FOR DURABILITY SHALL BE AS FOLLOWS UNLESS SHOWN OTHERWISE. Exposure Concrete | Cast Cast in Cast in Classification | Grade Against | Forms and | Forms and To AS 3600 Ground | Exposed not exposed A1& AZ Ns 50mm 30mm 20mm) BI N32 60mm 40mm - 82 Noo 65mm 45mm - Cover Requirements May Need To Be Increased To Suit Fire Rating. Exposure Classification Shall Be As Indicated On The Drawing. DURABILITY REQUIREMENTS FOR CONCRETE. Exposure Classification | Minimum Maximum W/c To AS 3600: Cement Content | Ratio AL& AZ - 81 320 82 390 c 450 MAX. AGGREGATE SIZE = 20mm SLUMP = BOmm +/- 15mm (AT POINT OF DISCHARGE) THE CONTRACTOR IS TO NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF ANY ADMIXTURES TO BE USED IN THE CONCRETE MIX. NO ADMIXTURES SHALL BE USED WITHOUT WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER. CALCIUM CHLORIDE WILL NOT BE PERMITTED AND SHALL NOT BE USED UNDER ANY CIRCUMSTANCES. CONCRETE TESTING - PROJECT ASSESSMENT IS REQUIRED AS PER AS 1379 ‘ALL FORMWORK SHALL CONFORM TO A.S. 3610, RESHORING NOT PERMITTED. REINFORCEMENT SYMBOLS:~ R - PLAIN ROUND BAR GRADE R2SON TO A.S.4671 N - DEFORMED BAR GRADE DSOON TO A.S.4671 SL - DEFORMED FABRIC MESH GRADE D5O0L TO A.S.4671 THE NUMBER FOLLOWING THE BAR SYMBOL IS THE NOMINAL BAR DIAMETER IN MILLIMETRES. SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS OF ‘APPLIED FINISHES. UNLESS NOTED OTHERWISE ALL FORMED EDGES AND CORNERS OF CONCRETE MEMBERS SHALL HAVE 20mm CHAMFERS. NO_ PENETRATION, CHASES OR EMBEDMENTS SHALL BE MADE WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. REINFORCEMENT IS SHOWN DIAGRAMMATICALLY AND NOT NECESSARILY IN TRUE PROJECTION. DO NOT CUT REINFORCEMENT ON SITE TO CLEAR PENETRATIONS. DISPLACE REINFORCEMENT SLIGHTLY AS NECESSARY TO CLEAR BLOCKOUTS. SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITIONS SHOWN, UNLESS APPROVED BY THE STRUCTURAL ENGINEER. WELDING OF REINFORCEMENT |S NOT PERMITTED. REINFORCEMENT SHALL BE BENT COLD IN ACCORDANCE WITH ‘AS. 3600 EXCEPT WHERE APPROVED BY THE STRUCTURAL ENGINEER. NO REBENDING SHALL BE PERMITTED UNLESS: APPROVED BY THE STRUCTURAL ENGINEER. ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED IN ITS CORRECT POSITION DURING CONCRETING BY APPROVED PLASTIC BAR CHAIRS, SPACERS OR SUPPORT BARS. MAXIMUM CENTRES OF SUPPORTING CHAIRS SHALL BE 800mm FOR FABRIC, 600mm FOR BARS UP TO 12mm DIAMETER, 900mm FOR BARS 16mm AND GREATER. THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BE CAST IS TO BE THOROUGHLY MECHANICALLY SCABBLED, FULLY EXPOSING THE AGGREGATE MATRIX. ALL CONCRETE SURFACES ARE TO BE CURED FOR SEVEN DAYS AFTER CASTING USING A METHOD APPROVED BY THE STRUCTURAL ENGINEER. TIMBER GENERAL: ‘ALL_TIMBER WORK TO BE IN ACCORDANCE WITH: + AS 1720.1 TIMBER STRUCTURES CODE. + AS 1684 TIMBER FRAMING CODE. « BUILDING CODE OF AUSTRALIA AND AUSTRALIAN DOMESTIC CONSTRUCTION MANUAL. ‘ALL TIMBER MEMBERS SHALL CARRY AN INDUSTRY STANDARD LABEL IDENTIFYING THE STRESS GRADE, SEASONING CONDITION ‘AND TIMBER SPECIES (WHERE APPLICABLE), CAMBERS AND BOWS TO LINTELS TO BE UP. BOLTING SCHEDULE: = EDGE DISTANCES ~ SPACING M10 - 50mm M10 - 50mm M12 - 60mm M12 - 60mm M16 - 80mm Mté - 70mm M20 -100mm M20 - 80mm ‘ALL BOLTS TO TIMBERWORK TO BE GRADE 4.6/s U.N.O. (NOT APPLICABLE TO MASONRY ANCHORS & CAST-IN BOLTS) BOLTS, NUTS & WASHERS TO BE HOT DIP GALVANISED. BOLT HOLES IN STEEL PLATES SHALL PROVIDE A SNUG FIT NOT GREATER THAN 0.5mm LARGER THAN BOLT DIAMETER. WASHERS TO TIMBER: M12 BOLTS......50sq x 3 THICK M16 BOLTS.......65sq x 5 THICK M20 BOLTS.....758q x 5 THICK M24_BOLTS......85sq x 6 THICK (REFER TO DETAIL DRAWINGS) ‘AT THE END OF THE DEFECTS LIABILITY PERIOD, ALL BOLTED CONNECTIONS THROUGHOUT ENTIRE PROJECT MUST BE RETIGHTENED. COPYRIGHT - ALL RIGHTS RESERVED Copying or reproducing the whole or part of this document in any form without the written permission of N12@900 Consulting Engineers constitutes an infringement of copyright. DISCLAIMER N12@900 Consulting Engineers accepts no responsibility for the accuracy or for any consequence resulting from the use or alteration of this drawing in electronic form. Drawings in electronic form should be checked for accuracy against the equivalent revision hard copy issued by N12@900 Consulting Engineers. DIMENSIONS. Prior to commencing construction verify all dimensions against Architect's, other Consultant’s and Sub-Contractor’s drawings. Dimensions are not to be scaled or read electronically from this drawing. Setout dimensions, unless specifically shown, are to be obtained from the Architect's or other Consultant's drawings. sqD SGD saD DRAWN DESIGNED CHECKED. SEP 18 APPROVED. DATE S.G. DOCHERTY RPEQ No. 6213 1 PRELIMINARY 24.09.18] SGD REV. AMENDMENT DATE _ | INITIALS PROJECT PROPOSED POOL APRON 9 BERRIMA ROW NOOSA HEADS D. PANKOWSKI CLIENT ARCHITECT, NOTES DRAWING TITLE NTeSj0O) CONSULTING ENGINEERS PH EMAIL ACN 129 181 086 ISUNSHINE COAST 0410 599 211 [email protected] 12 Sandy Cove Cre COOLUM BEACH QLD 4573 18026 PROJECT No. DWG No. S0.01 1 REV.
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COPYRIGHT - ALL RIGHTS RESERVED Copying or reproducing the whole or part of this document in any form without the written permission of N12@900 Consulting Engineers constitutes an infringement of copyright. a 2 a 4 ZZ “~ 9 BERRIMA ROW -~ NOOSA HEADS a BUP 6343 4 508 SQ. M EXISTING SEWER MANHOLE EXISTING BUILDING PROPOSED POOL DECK | ? DISCLAIMER N12@900 Consulting Engineers accepts no responsibility for the accuracy or for any consequence resulting from the use or alteration of this drawing in electronic form. Drawings in electronic form should be checked for accuracy against the equivalent revision hard copy issued by N12@900 Consulting Engineers. DIMENSIONS. Prior to commencing construction verify all dimensions against Architect's, other Consultant’s and Sub-Contractor’s drawings. Dimensions are not to be scaled or read electronically from this drawing. Setout dimensions, unless specifically shown, are to be obtained from the Architect's or other Consultant's drawings. sqD SGD saD SEP 18 S.G. DOCHERTY RPEQ No. 6213 0 2000 10000 Liti titi ti) SCALE 1:200 AT A3 1 PRELIMINARY 24.09.18] SGD DATE _| INITIALS REV. | AMENDMENT PROPOSED POOL APRON 9 BERRIMA ROW NOOSA HEADS PROJECT D. PANKOWSKI CLIENT ARCHITECT, SITE PLAN DRAWING TITLE NTeSj0O) CONSULTING ENGINEERS ACN 129 181 086 ISUNSHINE COAST PH 0410 599 211 EMAIL [email protected] 12 Sandy Cove Cre COOLUM BEACH QLD 4573 18026 $1.01 1 DWG No. REV. PROJECT No.
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FOOTING NOTES CONCRETE: N32, REINFORCEMENT: AS NOTED CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.S. 3600. AT THE TIME OF INSPECTION, REINF'T SHALL BE IN PLACE WITH PROVISION FOR MIN. 60mm COVER FOR FOOTINGS. REINFORCEMENT LAPS N12... 500 N16... 650 N20... 800 MESH ..... 2 CROSS WIRES + 25MM EXISTING TIMBER SLEEPER RETAINING WALL EXISTING SEWER \ MANHOLE \ . \ \ CONCRETE PIERS AS =O DETAILED ye \ EXISTING CONCRETE Uy MASONRY RETAINING 1 WALL EXISTING CONCRETE MASONRY RETAINING WALL SLAB & FOOTING PLAN FOR GENERAL NOTES REFER DRAWING S0.01 DENOTES APPROXIMATE LOCATION OF EXISTING POST FOOTINGS © DENOTES 225@ REINF. CONCRETE PIER EXPOSURE CLASSIFICATION TO AS 3600 IS - B1 2 a 2 a 4 a 7 a 2 a 2 a <O EXISTING PAVERS EXISTING BUILDING EXISTING CONCRETE POOL / eo COPYRIGHT - ALL RIGHTS RESERVED Copying or reproducing the whole or part of this document in any form without the written permission of N12@900 Consulting Engineers constitutes an infringement of copyright. DISCLAIMER N12@900 Consulting Engineers accepts no responsibility for the accuracy or for any consequence resulting from the use or alteration of this drawing in electronic form. Drawings in electronic form should be checked for accuracy against the equivalent revision hard copy issued by N12@900 Consulting Engineers. DIMENSIONS. Prior to commencing construction verify all dimensions against Architect's, other Consultant’s and Sub-Contractor’s drawings. Dimensions are not to be scaled or read electronically from this drawing. Setout dimensions, unless specifically shown, are to be obtained from the Architect's or other Consultant's drawings. sqD SGD saD DRAWN DESIGNED CHECKED. MAY 18 APPROVED. DATE S.G. DOCHERTY RPEQ No. 6213 0 1000 5000 Citi ti Ti Ti) SCALE 1:100 AT A3 1 PRELIMINARY 24.09.18] SGD REV. | AMENDMENT DATE _ | INITIALS PROPOSED POOL APRON 9 BERRIMA ROW NOOSA HEADS PROJECT D. PANKOWSKI CLIENT ARCHITECT, JFOOTING PLAN DRAWING TITLE CONSULTING ENGINEERS ACN 129 181 086 ISUNSHINE COAST PH 0410 599 211 EMAIL [email protected] 12 Sandy Cove Cre COOLUM BEACH QLD 4573 18026 $1.02 1 PROJECT No. DWG No. REV.
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EXISTING ———=ff. 7} RET AINNG WALL NOTED th CONCRETE PILE AS 1/RB25G GALVANIZED REID BAR CENTRAL 2250 ALL PIERS TO FOUND IN MEDIUM DENSE SAND OF ALLOWABLE BEARING CAPACITY 175KpA PLAN VIEW PIERS TO FOUND AT BASE OF ADJACENT RETAINNG WALL AND INTO NATURAL MATERIAL AS NOMINATED CONCRETE PIER DETAILS 1:20 AT A3 CONCRETE PILE AS NOTED 1/RB25G GALVANIZED REID BAR CENTRAL EXISTING POOL PIERS TO FOUND AT BASE OF ADJACENT EXCAVATIONS AND INTO NATURAL MATERIAL AS NOMINATED COPYRIGHT - ALL RIGHTS RESERVED Copying or reproducing the whole or part of this document in any form without the written permission of N12@900 Consulting Engineers constitutes an infringement of copyright. DISCLAIMER N12@900 Consulting Engineers accepts no responsibility for the accuracy or for any consequence resulting from the use or alteration of this drawing in electronic form. Drawings in electronic form should be checked for accuracy against the equivalent revision hard copy issued by N12@900 Consulting Engineers. DIMENSIONS. Prior to commencing construction verify all dimensions against Architect's, other Consultant’s and Sub-Contractor’s drawings. Dimensions are not to be scaled or read electronically from this drawing. Setout dimensions, unless specifically shown, are to be obtained from the Architect's or other Consultant's drawings. sqD SGD saD SEP 18 S.G. DOCHERTY RPEQ No. 6213 0 200 1000 Litititi ti SCALE 1:20 AT A3 1 PRELIMINARY 24.09.18] SGD REV. | AMENDMENT DATE _ | INITIALS PROPOSED POOL APRON 9 BERRIMA ROW NOOSA HEADS PROJECT D. PANKOWSKI CLIENT ARCHITECT, JFOOTING DETAILS DRAWING TITLE NTeSj0O) CONSULTING ENGINEERS ACN 129 181 086 ISUNSHINE COAST PH 0410 599 211 EMAIL [email protected] 12 Sandy Cove Cre COOLUM BEACH QLD 4573 18026 $1.03 1 PROJECT No. DWG No. REV.
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• • • • • • • • • • • • • • [OCR of page images] COPYRIGHT - ALL RIGHTS RESERVED Copying or reproducing the whole or part of this document in any form without the written permission of N12@900 Consulting Engineers constitutes an infringement of copyright. CLASS 3 AND 4 TIMBERS CLEAR OF THE GROUND AND DISCLAIMER EXPOSED TO THE WEATHER TO BE PRESERVATIVE N12@900 Consulting Engineers accepts no responsibility for the accuracy or for any consequence resulting from the use or alteration of this drawing in electronic form. Drawings in electronic form should be checked for accuracy against the equivalent revision hard copy issued by N12@900 TREATMENT TO BE MIN. H5 Consulting Engineers. POOL BARRIERS * Minimum barrier height from finished ground level to the top of the barrier is 1200mm. TREATED TO MIN. LEVEL H3, WHERE THESE TIMBERS ARE IN CONTACT WITH THE GROUND PRESERVATIVE + Maximum allowable gap from finished ground level to the bottom of any barrier is 100mm. * Gaps between vertical members with horizontals a minimum of 900mm apart, must not exceed 100mm. EXISTING TIMBER DIMENSIONS. Prior to commencing construction verify all dimensions against Architect's, other Consultant’s and Sub-Contractor’s drawings. Dimensions are not to be scaled or read electronically from this drawing. Setout dimensions, unless specifically shown, are to be obtained from the Architect's or other Consultant's drawings. SLEEPER RETAINING WALL SGD SGD SGD + Where the horizontals are less than 900mm Z DRAWN. DESIGNED CHECKED apart, the gaps between verticals must not 4 SEP 18 exceed 10mm and the horizontals must have a Z APPROVED DATE 60-degree fillet attached. < a S.G. DOCHERTY RPEQ No. 6213 * Climbable objects must be at least 900mm away from the pool barrier on the outside and 300mm on the inside. * No objects (decks, door sills, etc.) can be so close as to reduce the minimum 1200mm fence height. + If it is not possible to achieve a 900mm nonclimbable zone on the outside, then the fence height can be raised to 1800mm and a 900mm nonclimbable zone created at the top on the inside, with no objects like decks below the nonclimbable zone that would reduce the 1800mm height/drop from the top of the fence. POOL BARRIER GATES * pool gates must not open toward the pool area. + pool gates must be self-closing and latching from all positions. + the bottom of any latch release mechanism on the outside of the gate must be at least 1500mm above the ground and 1400mm EXISTING SEWER MANHOLE EXISTING CONCRETE MASONRY RETAINING WALL EXISTING PAVERS EXISTING CONCRETE EXISTING BUILDING 0 1000 5000 [i Tit. Ti Ti] SCALE 1:100 AT A3 1 PRELIMINARY 24.09.18] SGD REV. | AMENDMENT DATE _ | INITIALS PROPOSED POOL APRON 9 BERRIMA ROW NOOSA HEADS PROJECT above the top of the highest lower horizontal above t 9 D. PANKOWSKI CLIENT * pool gate hinges must be at least 900mm apart or the lower hinge must have a non- ARCHITECT. climbable (sixty degree) safety cap affixed to TRIMMER prevent climbing. JOIST TO END IDECK FRAMING PLAN AS DETAILED Door and Windows + there is no direct access through a door from the house to the pool area Yo * windows opening onto the pool area must not FACE MOUNT FJ1 AT FB3 EXTG CONG open more than 100mm or must be security DRAWING TITLE screened. MASONRY (] RET. WAL Signage (] * a compliant CPR sign must be displayed either AZZ 7 ZIT bb be attached to the barrier for the pool, or displayed near the pool, so that the sign is conspicuous and easily visible to anyone near the pool. POOL ENCLOSURE TO BE QBCC COMPLIANT, REFER TO http://www.gbcc.qld.gov.au FOR PARTICULAR DETAILS FLOOR FRAMING PLAN FOR GENERAL NOTES REFER DRAWING S0.01 MEMBER SCHEDULE DENOTES APPROXIMATE LOCATION OF EXISTING POST FOOTINGS bo] NIO@SOO CONSULTING ENGINEERS ACN 129 181 086 ISUNSHINE COAST PH 0410 599 211 BEAMS © DENOTES 225 REINF. CONCRETE EMAIL [email protected] _, PIER 12 Sandy Cove Cre Fst 125x50 F14 HWD AT 450 CTRS COOLUM BEACH QLD 4573 TRhesssoe T2ax50 F14 HWD ALL FIXINGS AND BRACKETS TO FBI... 175x75 F14 HWD BE HOT DIP GALVANIZED (HDG) FBQvcssee 200x50 F14 HWD PROPRIETARY TIMBER FB3....... 150x75 £14 HWD CONNECTORS TOBE STAINLESS [18026 S2.01 1 PROJECT No. DWG No. REV.
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COPYRIGHT - ALL RIGHTS RESERVED
DISCLAIMER
Consulting Engineers.
DIMENSIONS.
Copying or reproducing the whole or part of this document in any
form without the written permission of N12@900
Consulting Engineers constitutes an infringement of copyright.
N12@900 Consulting Engineers accepts no responsibility for
the accuracy or for any consequence resulting from the use
or alteration of this drawing in electronic form.
Drawings in electronic form should be checked for accuracy against
the equivalent revision hard copy issued by N12@900
Prior to commencing construction verify all dimensions against
Architect's, other Consultant’s and Sub-Contractor’s drawings.
Dimensions are not to be scaled or read electronically from this
drawing. Setout dimensions, unless specifically shown, are to be
obtained from the Architect's or other Consultant's drawings.
sqD
DRAWN
SGD
DESIGNED
saD
CHECKED.
APPROVED.
SEP 18
DATE
S.G. DOCHERTY RPEQ No. 6213
0 100 500
Li Ti Titi Ti)
SCALE 1:10 AT A3
T_| PRELIMINARY 7.0518} SCO
9 BERRIMA ROW
NOOSA HEADS
PROJECT
PROPOSED POOL APRON
D. PANKOWSKI
CLIENT
ARCHITECT,
DRAWING TITLE
JDECK FRAMING DETAILS
NTeSj0O)
CONSULTING ENGINEERS
ACN 129 181 086
SUNSHINE COAST
PH 0410 599 211
12 Sandy Cove Cre
EMAIL [email protected]
COOLUM BEACH QLD 4573
18026
PROJECT No.
S2.02 1
DWG No.
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