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THE SCAFFOLD STRUCTURE DETAILED ON THIS DRAWINGHAS BEEN DESIGNED TO BE ERECTED USING ONLY MATERIALSSUPPLIED OR APPROVED BY SAFE ACCESS (HIGHLAND) LTD
(Highland) Ltd
PLAN VIEW
NOTES:
- DUE TO UNFORESEEN SITE CIRCUMSTANCES, THE SCAFFOLD ERECTED MAY DIFFER FROM THAT NOTED. IF IN ANY DOUBT CONTACT SAFE ACCESS(HIGHLAND) LTD TO DISCUSS.- ALL ALLOWABLE LOADS AND DETAILS ARE BASED ON THE USE OF EQUIPMENT WITH SWL RATINGS IN ACCORDANCE WITH GENUINE KWIKSTAGECOMPONENTS.- CLIENT TO ENSURE FIRM & LEVEL BASES CAPABLE OF SAFELY SUPPORTING LOAD FROM SCAFFOLDING WITHOUT UNDUE SETTLEMENT OR DEFLECTION.- BUTTRESS & LOADING BAY TO BE ERECTED IN ACCORDANCE WITH EQUIPMENT USER MANUAL.- ALL SCAFFOLD MATERIALS TO COMPLY WITH BS 1139.
WORKING DRAWING
FRONT ELEVATION
SIDE ELEVATION
REAR ELEVATION
A: 22b Longman Drive Inverness IV1 1SUT: 01463 (711750)M: 07527 135487E: [email protected]: www.safe-access.co.uk
CLIENT TO ENSURE GROUND BEARINGPRESSURES ADEQUATE TO SUPPORTAXIAL LOADS IMPOSED BY UPRIGHTS
ADEQUATE SOLEBOARDS MUST BE USEDTO TRANSER AXIAL LEGLOAD TO THE GROUND
GENERAL NOTES:
A) This drawing is confidential and the exclusive property of Safe Access (Highland) Ltd.No unauthorised use, copy or disclosure is to be made and it is to be returned upon request.
B) Construct in full compliance with BS EN 12811-1 (TG20:08) unless noted otherwise.
C) Scaffold built from tubular materials and fittings conforming to BS 1139 : 1982 or type 4tube to BS EN 39. All tube must be in 'as new' condition.
D) Scaffold built with load bearing fittings, except intermediate bearers below platform leveland boards fixed with non-load bearing fittings.
E) This drawing has been prepared from details supplied to us by the enquirer/client, whoshould check that we have correctly interpreted his/her requirements and that all loadings,dimensions, details, erection and striking sequences are correct and practicable. Noalteration in the loading may be made without prior reference.
F) The client is to prepare and ensure that any foundations/supports are suitable forsupporting the loads imposed upon it by our scaffold including its working load.
G) No sheeting whatsoever, unless already shown, should be added to the scaffold withoutprior reference.
H) It is the responsibillity of the client/enquirer to ensure that adequate facilities or tying thescaffold are made available and that the building or structure is capable of withstanding theloads applied to it by the scaffold and its working load.
I) No ties or braces re to be removed or any modifications to be made to the scaffold withoutprior reference.
J) The enquirer/client is to design, supply and fix all necessary auxiliary equipment includingbut not limited to, shuttering, timber, bearers, steel joists and to ensure that such auxiliaryequipment is capable of safely transmitting the loads to the standards.
K) The enquirer/client will be responsible for setting out and final leveling of scaffolding orsimilar equipment used as a system support.
L) All dimensions are as stated or as calculated
M) This drawing has been prepared on the assumption that all loads will be applied axially tothe tubes unless specifically stated.
DESIGN LOADS:
THIS SCAFFOLD HAS BEEN DESIGNED FOR THE FOLLOWING:-1 NO. LIFTS @ 2.0 kN/m²1 NO. LIFTS @ 1.0 kN/m²
THE CLIENT MUST ENSURE THAT NO LOADS IMPOSED ARE GREATERTHAN THE ALLOWABLE STATED LOADS
R.MAIR
RETURN TRANSOMSTO BE USED WITH ALLGAPS FILLED USINGLAPPING BOARDSAND TUBE & FITTING
ADEQUATE TIMBER SOLE BOARDS TO BEUSED TRANSFERRING LEG LOADS TOGROUND. MIN 0.1m²
CLIENT TO CONFIRM SUITABILITY OFBUILDING STRUCTURE TO SUSTAINLOADS TRANSFERRED FROM THESCAFFOLD
ANCHORS SHOULD BE INSTALLEDONLY BY TRAINED PERSONNELUSING THE CORRECT TOOLS ANDSTRICTLY IN ACCORDANCE WITHMANUFACTURERS INSTRUCTIONS
SIDE ELEVATION
RETURN TRANSOMTO BE USED AT ALL90° INTERSECTIONS
FIRST LIFT HEIGHT TOBE DETERMINED ONSITE BY CLIENT AGENT
ELEVATION TO BE TIEDINTO EXISITNGBUILDING AND BUTTEDON BOTH SIDES
DUE TO SITE CONDITIONS, ALL ELEVATIONS TO BETIED INTO EXISTING BUILDING USING M16 ANCHORS.CLIENT TO ENSURE BUILDING IS CAPABLE OFWITHSTANDING LOADS IMPOSED BY SCAFFOLD
ALL GAPS TO BE FILLEDUSING TUBE & FITTINGAND LAPPING BOARDS
LOADING:1 No. WORKING LIFT @ 2.00 kN/m²+ 1 No. WORKING LIFT @ 1.00 kN/m²ALL INSIDE BOARDS 0.75 kN/m²
ADJACENTUPRIGHTS TIEDUSING SHORT TUBEAND 90° COUPLERS
LEDGER BRACINGREQUIRED FIXED TOUPRIGHTS WITHIN 300mmOF NODE POINT
DOUBLE GUARD RAILSAND TOEBOARDS ON ALLWORKING LIFTS
FRONT ELEVATION HASBEEN DESIGNED TOHAVE 3 No. WORKINGLIFTS DEBRIS NETTED
2.7m PAVEMENTGANTRY. TO BE TIEDAT FIRST LIFT
FACE BRACINGINSTALLED AS PERKWIKSTAGE USERMANUAL
PLAN BRACINGREQUIRED IF TIESCANNOT BE INSTALLED
TWO WAY TIE USING HILTIM16 ANCHOR WITH TUBE ANDCOUPLERS
TUBE WITH JACK BUTTEDAGAINST BUILDING
GRANTOWN ON SPEY. MORAY SHIREALTITUDE, A = 222 m ABOVE SEA LEVEL
WIND FACTOR, S = 29.33
PLAN BRACINGSECURED TOUPRIGHTS AS SHOWN
Hilti M16 HKD with Scaffold Ring Bolt (58253).Min embedment depth - 65mmMin edge distance - 230mmMin corner distance -230mmAnchor capacity should be determined on siteby testing. Concrete SWL : 6.1kN
ANCHOR DETAILPLAN BRACINGREQUIRED
MAX LEG LOAD:11.54 kN
MAX LEGLOAD: 8.96 kN
1 No. INSIDEGUARD RAIL
1:10 @ A1
PEDESTRIAN WALKWAY.ALL STANDARDS SHOULDBE ENCLOSED TO PREVENTHARM TO PUBLIC
PUBLICACCESS
PUBLICACCESS
2 No. 9m APOLLOX-BEAMSLACED ANDBRACED IN PAIRS @1m INTERVALS
9m APOLLO X-BEAMS.BRACED AT 1m INTERVALS.FIXED TO UPRIGHTS USINGRIGHT ANGLE COUPLERS
