The URL can be used to link to this page

Home My WebLink About2660348 - Drawings - General - Poultry Unit DrawingSide Elevation 1:200 Side Elevation 1:200 'X' 'X' Plan View 1:200 Broiler Floor Area 2,650.0m² (28,525.0Ft.²) Stocking Capacity :- 50,000.00 Broilers APEX HAUNCHES SHALL BE CUT OUT OF SAME SECTION AS THE RAFTERS. HAUNCHES SHALL BE WELDED TO RAFTER FLANGE WITH DOUBLE FILLET WELD FOR FULL LENGTH OF HAUNCH; 15MM END PLATES SHALL BE WELDED TO THE END OF EACH RAFTER/HAUNCH CONNECTION WITH A DOUBLE FILLET WELD FOR FULL DEPTH OF RAFTER/HAUNCH COMBINATION. CONNECTION PLATES TO BE JOINTED WITH 6 NR. 20 MM BOLTS (8.8 GRADE) EVENLY SPACED. KNEE HAUNCHES SHALL BE CUT OUT OF THE SAME SECTION AS THE RAFTERS, TO A MIN. 1830MM LENGTH . HAUNCHES SHALL BE WELDED TO THE RAFTER FLANGE WITH DOUBLE FILLET WELD FOR FULL LENGTH OF HAUNCHES; 15MM END PLATES SHALL BE WELDED TO STANCHION END OF RAFTER/HAUNCH COMBINATION, . 10 NR 20MM (8.8 GRADE) BOLTS TO BE PROVIDED AT THE 'KNEE BRACE' AT THE EAVES & BE EVENLY SPACED. WEB STIFFENERS OF 12MM STEEL PLATE SHALL BE INSERTED INTO THE STANCHION AT BOTTOM OF HAUNCH AND A SIMILAR STIFFENER INTO THE RAFTER, AT TOP END OF HAUNCH. FOUNDATIONS THE CONCRETE FOUNDATION PIERS SHALL BE 900 X 900MM THAT IS CARRIED UP FROM SOLID STRATA, AND BE AT LEAST 900MM DEEP. THE STANCHIONS SHALL BE INSERTED INTO THE PIERS A MINIMUM DEPTH OF 600MM OR ALTERNATIVELY, SHALL BE SECURED TO THE PIERS IN AN APPROVED MANNER USING STEEL BASE PLATES (MIN. THICKNESS 12MM) WELDED TO THE BASE OF THE STANCHION, AND HOLDING DOWN BOLTS. CORNER STANCHIONS SHALL BE BOLTED DOWN WITH 4 NO. 20MM HOLDING DOWN BOLTS, 450MM LONG. BOLTS HOLES IN BASE PLATE TO BE A MINIMUM OF 40MM IN FROM EITHER EDGE OF PLATE. BASE PLATES FOR INTERMEDIATE STANCHIONS SHALL BE BOLTED DOWN WITH 2 NO. 20MM HOLDING DOWN BOLTS, 450MM LONG. BOLT HOLES IN PLATE TO BE A MINIMUM OF 40MM FROM EDGE OF PLATE AND SET AT CENTRE OF STANCHION WEB . HOLDING DOWN BOLTS SHALL BE SECURED INTO FOUNDATION PIER BY USING 75MM X 75MM STEEL ANGLE WHICH IS DRILLED TO ACCOMMODATE THE BOLTS. THE BOLTS ARE THEN THREADED THROUGH AND FIXED SECURELY IN FOUNDATION PAD BEFORE POURING CONCRETE. A SUITABLE TEMPLATE SHALL BE USED, TO KEEP BOLTS IN CORRECT POSITION FOR BASE PLATES DURING POURING CONCRETE (FIGURE 26). WHERE STANCHIONS ARE OFFSET IN FOUNDATION BLOCKS, REINFORCEMENT SHALL BE USED IN THE FOUNDATION. NOTE: PATENT ANCHOR BOLTS MAY BE ALLOWED IN PLACE OF CAST-IN BOLTS, PROVIDED THEY ARE SIZED, AND INSTALLED, IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. CONCRETE FLOORS SOLID FLOORS SHALL BE A MINIMUM 125MM 35N CONCRETE LAID SMOOTH WITH A NON-SLIP FINISH & REINFORCED WITH A142 MESH TO PREVENT CRACKING. [CUT JOINTS TO BE INTRODUCED AT SUITABLE CENTRES] . A MINIMUM 150MM HARD-CORE BASE SHALL BE LAID, COMPACTED WITH VIBRATING OR HEAVY ROLLER, AND TOPPED WITH FINE SAND. ALL FLOORS SHALL INCORPORATE 1000 GAUGE POLYTHENE DPC MEMBRANE WITH 600MM OVERLAPS LAID ON THE SAND UNDER CONCRETE. THE POLYTHENE MEMBRANE SHALL BE TAKEN UP ALONG WALLS TO MEET DPC WHERE THIS HAS BEEN INSTALLED. Section On 'X-X' 1:100 Front Elevation 1:200 Rear Elevation 1:200 B7 CONCRETE FOUNDATIONS B7.1 Foundation Piers for Stanchions: Stanchions shall be carried on, or built into a concrete pier minimum 600 x 600mm that is carried up from solid strata, and is at least 600mm deep. For structures with spans greater than 12m and in all portal frames, the concrete foundation pier shall be 900 x 900mm that is carried up from solid strata, and be at least 900mm deep. Note: For stanchions erected, or portal frames carried, on tank walls, see Clause 4.7, S123. The stanchions shall be inserted into the piers a minimum depth of 600mm or alternatively, shall be secured to the piers in an approved manner using steel base plates (min. thickness 12mm) welded to the base of the stanchion, and holding down bolts. Corner stanchions shall be bolted down with 4 No. 20mm holding down bolts, 450mm long. Bolts holes in base plate to be a minimum of 40mm in from either edge of plate. Base plates for intermediate stanchions shall be bolted down with 2 No. 20mm holding down bolts, 450mm long. Bolt holes in plate to be a minimum of 40mm from edge of plate and set at centre of stanchion web (Figure 26). Holding down bolts shall be secured into foundation pier by using 75mm x 75mm steel angle which is drilled to accommodate the bolts. The bolts are then threaded through and fixed securely in foundation pad before pouring concrete. A suitable template shall be used, to keep bolts in correct position for base plates during pouring concrete (Figure 26). Where stanchions are offset in foundation blocks, reinforcement shall be used in the foundation. Note: Patent anchor bolts may be allowed in place of cast-in bolts, provided they are sized, and installed, in strict accordance with the manufacturer's specifications and instructions. B8 CONCRETE FLOORS Solid Floors shall be a minimum 125mm concrete laid smooth with a non-slip finish. Concrete shall comply with Clause B6 above. A minimum 150mm hard-core base shall be laid, compacted with vibrating or heavy roller, and topped with fine sand. All floors shall incorporate 1000 gauge polythene DPC membrane with 600mm overlaps laid on the sand under concrete. The polythene membrane shall be taken up along walls to meet DPC where this has been installed. B9 MASS CONCRETE / BLOCKWORK WALLS Note: ·Walls are not mandatory for bovine houses other than calf/suckler houses (see Specification S.123), or for sheep houses. Barriers may be used instead. (Evidence suggests that animals may be healthier in such houses.) When installed, wall heights for animal houses are to be chosen to allow the appropriate ventilation above them (clause B2). Such walls will normally not exceed 1.5m in height. ·For walls erected on tank walls, refer to Specification S123. B9.1 Non Load-bearing superstructure walls Where stanchions are at 4.8m spacing or less, the infill wall shall be a minimum of 150mm thick. Where stanchions are spaced between 4.8m and 6.4m, then the wall thickness shall be at least 200mm. B9.2 Proprietary precast concrete wall panels shall require prior Departmental acceptance, and may be subject to requirements for certificates of guarantee. B9.3 Mass concrete walls Mass concrete in-fill walls shall be constructed with nominal mesh reinforcement. (Minimum mesh A98: 5mm at 200mm x 200mm; 1.54kg/m2). Mesh shall be placed on outside face of wall with 40mm concrete cover. It is strongly recommended that gable walls should be in mass concrete. Any blemishes, tie-bar holes, or honeycombing in mass concrete walls shall be filled/repaired with an accepted, non-shrink proprietary cement mortar. B9.4 Tying-in walls to stanchions In-fill walls shall be built into and secured to the web of the stanchion. Where walls abut the flange of the stanchion an angle section shall be welded to both edges of the flange to form a recess for the wall. These angle sections shall extend from 450mm above wall foundation to the top of wall. To minimise corrosion a continuous weld shall be used. The weld shall be protected with a coating to clause B3. Alternatively, they shall be secured to the flange with 10mm steel dowels, 225mm long at a maximum vertical spacing of 450mm. B9.5 In gables, stanchions to support the gable walls shall be erected from the foundation and be secured to the steel rafter or to a steel cross beam at approximately wall height. For 150mm walls, spacing of these stanchions shall be 5m maximum, and for 200mm walls the maximum spacing shall be 7m. Stanchions shall also be positioned at openings for central passage doors. B9.6 All block walls in animal houses, dairies and milking premises shall be rendered internally with two coats, 12mm and 6mm respectively, with 3:1 sand cement rendering with plasticiser or ¼ part lime, to a smooth steel trowel finish. Block walls shall be rendered externally with one coat 12mm thick to a nap or smooth finish. B10 ROOF CLADDING & SIDE CLADDING BB12 ROOF DRAINAGE Gutters and Down Pipes shall be fitted complete with necessary brackets and securely fixed. The number of bays drained by a standard 150mm half-round gutter is as follows:- Up-slope length of roof not exceeding 6.0m 8.5m 10m12mNo. of 4.8m bays drained by gutter with a min. slope of 10mm/bay . A 75mm down-pipe is adequate for any of the above combinations, if situated at one end of the gutter run; otherwise a 100mm down-pipe is required. Down-pipes shall be protected against damage. Pipes shall discharge at ground level over a gully trap or preferably through a back inlet type gully trap, to the clean water disposal system. All drainage shall comply with specification S129:- Farmyard Drainage. B15 DOORS All doors wider than 1.2m shall be sliding. Doors to central passages, where fitted, shall also be sliding. The sliding gear shall be fitted and erected as per manufacturers instructions for the size and weight of door fitted. A sliding door should preferably incorporate a hinged type outward-opening single personnel door with a minimum head-height of 2.2m above ground level. Cladding materials for doors shall conform, at least, to the standards specified in S102. Steel roller doors are also permitted. En c o r e C o n s u l t i n g KEVIN MC VICAR Mullaliss Glaslough Co Monaghan Project: Drawing Title: Drawing: ENPL2026 - 08 - 01 Date: 25.02.2026 Scale As Shown Rev: Drawn By: JB Joe Beggan Encore Consulting 087 - 2924047 email :- jgbeggan@gmail.com Rev Date Amendment Poultry Unit Drawing Proposed New Broiler House REC E I V E D : 2 5 / 0 8 / 2 0 2 6