Job No: MECHANICAL NOTES GENERAL STRUCTURAL ELECTRICALS All testing of pipes must be completed before plastering. All inspection chambers covers and framing shall be cast iron. Minimum slope in the drains pipes to be 1 in 100 PV denotes permanent ventilation All conduits must be laid before plastering For all R.C work,refer to stuctural Engineer's details. CIVIL CONSTRUCTION Date: Scale; REVISIONS Project Title Architect: Sheet No: The storm drain pipes to comply with BS 556 specification. No chases will be allowed for pipes. Sleeves will be allowed with written approval of structural Eng's. No cutting of concrete without express approval of the Architect or structural Eng. All plumbing and drainage to comply with relevant local authority All black cotton soil to be removed from all buildings and paved surfaces Drains pass beneath buildings & driveways to be encased in 150mm concrete surround. All underground foul and waste drain pipes shall be uPVC to comply with BS 5255. All dimensions are in mm unless otherwise specified. Drawing are not to scalled. only figured dimensions to be used The contractor must check and verify all dimensions before commencement of any work. Any discrepancies to be clarified with the Project Architect. All slab at ground level to be cast over 1000 guage polythene sheet on 50mm thick murram blinding on hardcore. All soil under slab around and under foundation to be treated for termite control. All soil on cut embararkment to be stablized.The slope not to exceed 45 degree. Depth of foundation to be detemined on site to S.E's aproval All walls to be reinforced with loop iron at every every alternate course. All adjacent R.C. work and masonry walls to be tied with loop iron at every alternate course. SVP denotes soil vent pipe to be provided at the head of the drainage system All mechnical works must be co-odinated with electrical and any conflict must be clarified before work begin. Client: Project No. DWG TITLE: Architect/Checked By: Drawn By: PROPOSED 4 BEDROOMED MAISSONATTE PLOT LR. NO. ................................ MR KARUKU MWATHI P.O BOX .................. KIKUYU 1:100 NOV. 2010 P.K.M ARCHISMART CREATIONS LTD Architects, Landscape & Interior Designers. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F 200 600 200 1,500 200 1,800 200 3,000 200 1,800 200 200 3,500 200 5,000 200 2,200 200 1,000 200 2,000 200 3,700 11,200 250 3,300 150 1,500 2,400 2,000 1,000 1,100 2,700 500 200 5,000 200 800 200 1,200 200 3,200 200 9,900 1,100 1,200 800 900 1,200 2,000 1,100 900 700 200 1,550 200 2,900 200 2,700 200 1,750 200 9,900 200 3,500 200 3,000 200 2,800 200 2,600 200 1,800 200 14,900 3,700 700 2,000 930 1,500 170 900 3,000 2,000 200 4,650 200 650 200 1,800 200 1,800 200 X X 1 3 4 LOUNGE ENTRY LOBBY sunken lounge GUEST BED RM. Kitchen ceramic tiles PV ENTRY STORE Dhobi PV PV PV PV PV PV PV PV PV PV PV PV PV PV w/c & bath GROUND FLOOR DINING ic gt gt CAR PORT 6x3.5m gt i.c i.c i.c gt To septic tank 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 X X 1 3 4 200 4,300 200 3,050 200 1,750 200 1,950 200 1,800 200 3,500 200 1,800 200 1,800 200 200 700 2,000 1,100 2,000 750 900 500 900 2,350 11,200 200 3,000 200 2,800 200 1,200 200 1,200 200 1,800 200 9,900 200 550 200 3,500 200 2,950 200 3,200 200 11,200 1,700 2,000 2,200 1,000 1,500 2,000 800 200 4,300 200 1,000 200 3,800 200 11,850 R 950 R 1,250 FAMILY ROOM entry lobby MASTER BEDROOM PV BEDROOM 2 BEDROOM 1 balcony PV PV PV PV PV PV PV PV PV PV PV balcony FIRST FLOOR w/c & bath w/c & bath closets closets closets ELEVATION 02 roof pitch = 45deg clay roofing tiles on,50x38mm timber battens at 300mm c/c on polythene sheet underlay on, 100x50mm rafters. 100x50mm treated wallplate. 200mm thick masonery walls with plastered and painted texture to approval 200mm thick natural stone walls keyed to approval 200mm thick parapet wall painted to approval stairs 200mm thick parapet wall with p.c.c copping painted to approval entry lobby Kitchen bedroom 1 entry lobby 200mm thick natural stone walls with horizontally raked joints to approval roof pitch = 35deg clay roofing tiles on,50x38mm timber battens at 300mm c/c on polythene sheet underlay on, 100x50mm rafters. 100x50mm treated wallplate. steel casement window to schedule 450mm deep r.c. beam plastered and painted to approval 25mm thick floor screed on, 150mm thick floor slab on approved dpm and hardcore infills to S.E's details 200mm thick masonery walls with plastered and painted texture to approval 200mm thick parapet wall painted to approval concrete strip foundation (depths to be determined on site) SECTION X-X Scale 1: 100 Staircase details to S.E's details Tread= 250mm Riser = 150mm ELEVATION 04 roof pitch = 45deg clay roofing tiles on,50x38mm timber battens at 300mm c/c on polythene sheet underlay on, 100x50mm rafters. 100x50mm treated wallplate. 200mm thick masonery walls with plastered and painted texture to approval 200mm thick parapet wall painted to approval ELEVATION 03 roof pitch = 45deg clay roofing tiles on,50x38mm timber battens at 300mm c/c on polythene sheet underlay on, 100x50mm rafters. 100x50mm treated wallplate. steel casement window to schedule 200mm thick masonery walls with plastered and painted texture to approval 200mm thick natural stone walls keyed to approval 200mm thick parapet wall painted to approval ELEVATION 01 450mm deep r.c. beam plastered and painted to approval roof pitch = 45deg clay roofing tiles on,50x38mm timber battens at 300mm c/c on polythene sheet underlay on, 100x50mm rafters. 100x50mm treated wallplate. steel casement window to schedule 200mm thick masonery walls with plastered and painted texture to approval 200mm thick natural stone walls keyed to approval 200mm thick parapet wall painted to approval 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 15,950 32,000 gt i.c i.c i.c i.c gt ROOF PLAN F1 200 800 200 D 200 800 200 200 600 200 200 500 200 300 F2 E 500 3M VARIES (3-6M) 150 100 600 150 A 100 B 100 C Invert level of incoming drain 125mm RC cover slab to engineer's detail 600x450mm cover and frame Sub-soil drain 190mm thick masonry stone wall with 10mm rendering to approval 150mm thick base slab 600x450mm cover and frame 12mm dia. ms bars at 150mm c/c bothways 200mm dia. stone blocks for loose ground or where specified 1:3:6 conc. 140mm thick masonry wall 600x450mm MH cover & frame 150mm rc cover slab Outlet manhole Inlet manhole 10mm water proofing rendering to approval TWL Section A-A SEPTIC TANK DETAILS Floor plan Section B-B B SOAK PIT Floor plan 1.Soak pits o be used on soils with good absorption eg sand,red soil etc 2.Depth to be specified NB. E A C B 6000 3000 1400 C 1200 E 3600 F2 800 20 2 1400 1200 1400 1500 1400 4000 2000 2 D 1500 1400 12000 30 DIMENSIONS IN MM 40 800 1600 3000 1400 4000 2400 2 E A NO. OF PERSONS 1500 1300 15000 50 800 2 1600 2800 800 1400 TYPPE CAPACITY IN LITRES 8600 3600 1.5 G 1500 1200 45000 DESLUDGING INTERVAL (YEARS) 1800 3600 1200 200 800 5600 2040 2 1500 1000 H 67500 300 7600 3800 4000 2260 1500 11600 I 90000 400 8800 4400 13400 4600 3000 1850 1500 3600 100 F 22500 1.5 800 1800 5600 2380 1.5 800 1500 1.5 800 10 800 1000 800 1400 F1 D inlet GL GL Typical section 9000 SITE PLAN