The URL can be used to link to this page

Home My WebLink AboutBlue Creek Woods 880527� ' O' Slc�r,l ED-'s�t'�Et►1'i pF:�aLT '�fZ l ur= I I ev 1 I� NTS, ' 2Co-lo e6p -�r G- -01 s1cf4 E—EMEltf I- Goti1G�T� i.��l-ice Z R��cr.PT>; ExlsTlrl4 Z� �� I3URrtthkl P�.�+ B'( C�w►.L�-rZ I Roo rl P - — — — — — — — — — — — u►�r�� cvur� J>✓Li� r'Z.VE�� R P+r.t Pcl E PI PE T S. i."K IBLUE CDEE i �otilG.R-ETI= %ou ►�! r�PT I o1J 4' o, G. - '��L� � , F-LX.L 4V / r N 18 S 2qJ �•v P -s F?o�l.c�K GdP cam! 20 MiL-L ►.I�fZYdsfRPW TifRu iJAU. rLP�.}I - ?-NcNoIZ A-0-� F3RIc.h� - a5 ��EI.G�c-TE.1� e;�1' C��Ex w/ vEA-n Gal. �Z'ii �1y1* META- LETrr K- '4:7rPC,4e-D TO e44G'ld- POL;, rte, F>Y MPt-4UF0C_1T*LF-rte G��.t�1 � �00<� rl,�-�I ►�J.� w� �c�EE.i� D _.ML 6. �'�i.G� Ie - 1 KLi t.1C� cv i ra v, C, 4 0i 12000 N 46032 1 auu 11,:. , -.. ,,,,,F 1� woods DE C ' sroNoq 0 o \C? ; oe . i111lfR VA A. �o = with vertical joints in each course centered on the units in each course Clean stonework not less above and below. B. Concrete masonry units shall be manufacturer's standard units layed in tl� running bond with nominal dimensions of 16" long x 8" high x 4", 8" anu 12" K thickness as indicated. cleaning agents or other Hollow Load -Bearing: ASTM C 9U where shown as "HL -CMU", Grade N. I �I ' 2Co-lo e6p -�r G- -01 s1cf4 E—EMEltf I- Goti1G�T� i.��l-ice Z R��cr.PT>; ExlsTlrl4 Z� �� I3URrtthkl P�.�+ B'( C�w►.L�-rZ I Roo rl P - — — — — — — — — — — — u►�r�� cvur� J>✓Li� r'Z.VE�� R P+r.t Pcl E PI PE T S. i."K IBLUE CDEE i �otilG.R-ETI= %ou ►�! r�PT I o1J 4' o, G. - '��L� � , F-LX.L 4V / r N 18 S 2qJ �•v P -s F?o�l.c�K GdP cam! 20 MiL-L ►.I�fZYdsfRPW TifRu iJAU. rLP�.}I - ?-NcNoIZ A-0-� F3RIc.h� - a5 ��EI.G�c-TE.1� e;�1' C��Ex w/ vEA-n Gal. �Z'ii �1y1* META- LETrr K- '4:7rPC,4e-D TO e44G'ld- POL;, rte, F>Y MPt-4UF0C_1T*LF-rte G��.t�1 � �00<� rl,�-�I ►�J.� w� �c�EE.i� D _.ML 6. �'�i.G� Ie - 1 KLi t.1C� cv i ra v, C, 4 0i 12000 N 46032 1 auu 11,:. , -.. ,,,,,F 1� woods DE C ' sroNoq 0 o \C? ; oe instructions. Protect stonework form cleaning agent. m . i111lfR VA A. Brick shall be standard size (3-5/8" x 2-114" x 8") layed in running bond with vertical joints in each course centered on the units in each course Clean stonework not less above and below. B. Concrete masonry units shall be manufacturer's standard units layed in water and stiff -bristle running bond with nominal dimensions of 16" long x 8" high x 4", 8" anu 12" K thickness as indicated. cleaning agents or other Hollow Load -Bearing: ASTM C 9U where shown as "HL -CMU", Grade N. Solid Load -Bearing: ASTM C 145, wnere shown as "Solid CMU", Grade N. C. Furnish Indiana (Oolitic) limestone complying with ASTM C 568, Category i1 (medium density), and as follows: N. Verify locations of all Minimuni compressive strength 4000 psi per• ASTM C 170 and maximum absorption 7.5% per ASTM C 97. Buff color range, seasoned. Standard grade with smooth planer finish and carved letters as shown. D. Mortar Materials shall be: SS Portland Cement: ASTM C 150, Type 1, except Type III may be used for cold weather construction. Provide natural color. Masonry Cement: ASTM C 91. Hydrated Lime: ASTM C 207, Type S. Aggregate for Mortar: ASTM C 144, except for joints less than 1/4" use aggregate graded with 1U0'� passing the No. 16 sieve. Aggregate for Grout: ASTM C 404. Z Water: Clean and potable. E. Horizontal Joint Reinforcing shall be: Welded wire unit prefabricated in straignt 'lengths of not less than 10', with matching corner ("L") and intersecting ("T") units. Fabricate from cold -drawn steel wire complying with ASTM A 82, with deformed continuous side rods and plain cross rods, into units with widths of approximately 2" less than nominal width of walls and partitions as required to position side rods for full embedment in mortar with mortar coverage of not less than 5/8" on joint faces exposed to exterior and not less than 112" N elsewhere. 1. Wire Sizes: Fabricate with 9 -gage side and cross rods, unless otherwise indicated. 2. Wire Finish: Provide manufacturer's standard mill galvanized finish for interior walls. a. For exterior walls hot -dip galvanize joint reinforcing after fabrication to comply with ASTM A 153, Class 8-2 coating (:.5 oz. per sq. ft.). F. Provide Stone Anchors: Type and size indicated, or, if not indicated, as required to securely ancnor and fasten stonework in place. Fabricate anchors and dowels from AISI Type 302/304 stainless steel. G. Provide concealed flasnings in masonry work at, or above ledges and other obstructions to the downward flow of water in the wall so as to divert such 02 water to the exterior. Provide concealed flashings as follows: 1. Virgin polyvinyl chloride with plasticizers and other modifiers, formed into uniform flexible sheets not less than 20 -mils thick and black in color, unless otherwise indicated. 2. Through -Wall Parapet Flashing: 26 gauge deformed stainless steel tnrough-wall flashing in accordance SMACWA Plate 48, Fig -B standard. Q Prepare masonry surfaces smooth and free from projections which could puncture flashing. Place through -wall flashing on bed of mortar and cover O with mortar. Seal penetrations in flashing with mastic before covering with mortar. 1. Extend flashing the full length. Extend flashing from a line 112" in from exterior face of outer wythe of masonry, througn the outer wythe, turned up a minimum of 8". 2. Provide weepholes in the head joints of the same course of masonry bedded in the flashing mortar at 2'-0" on center. a. Form weepnoles by placing short lengths of greased or oiled inserts (such as rods, tubing, hose, or cord) into the mortar and extracting Vs them when the mortar is ready for tooling. 3. Install flashings in accordance with manufacturer's instructions. H. Cut masonry units with motor -driven saw designed to cut masonry with clean sharp, unshipped edges. Cut units as required to provide pattern shown and to fit adjoining work neatly. Use full units without cutting wherever possible. Use dry cutting saws to cut concrete masonry unit. is Lay-up wails plumb with courses level and accurately spaced. Layout walls in advance for accurate spacing of surface bond patterns, with uniform joint widths and to properly locate openings, movement -type joints, returns and offsets. Avoid the use of less -than -half size units at corners. J. Lay brick and solid concrete units with completely filled bed, head and collar joints; butter ends .vith sufficient mortar to fill head joints and shove into place. Do not slush head joints. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells. Bed webs in mortar starting course on footings and foundation walls and in all courses of piers, columns and pilasters, and where adjacent to cells or cavities to be reinforced or to be filled with concrete or grout. For starting courses on footings where cells are 1 not grouted, spread out full mortar bed including areas under cells. Joints: Except for minor variations, lay walls with 3/8" joints. Cut joints flush for masonry walls whicn are to be concealed or to be covered by other materials. Tool exposed joints slightly concave using a jointer larger than joint thickness. i Remove masonry units disturbed after laying; clean and relay in fresn mortar. If adjustments are required, remove units, clean off mortar, and reset in fresh mortar. K. Where stonework will contact ferrous metal surfaces which will be concealed in back-up construction (anchors, supports, structural framing and similar surfaces), apply a heavy coat of bituminous paint on metal surfaces, prior to setting of stone. Do not extend coating onto portions of ferrous metal which will be exposed in finished work. Do not apply coating to stainless U� or non-ferrous metals. GCS EIL. During erection, cover top of walls with heavy waterproof sheeting at end of each dayswork. Cover partially completed structures when work is not 'hold in progress. Extend cover a minimum of 24 inches down both sides and cover securely in place. I M. Remove and replace masonry units or stone which are loose, chipped, broken, stained or otherwise damaged, or if units do not match adjoining units as intended. Provide new units to match adjoining units and install in fresh mortar or grout, pointed to eliminate evidence of replacement. Pointing: During the tooling of joints, enlarge any voids or holes, except O weep iioles, and completely fill with mortar. Point -up all joints at corners, openings and adjacent work to provide a neat, uniform appearance. / Clean exposed brick masonry surfaces by the bucket and brush hand cleaning method. Comply with requirements of BIA Technical 'Dotes No. 20 "Cleaning - Brick Masonry". V 1. Use commercial cleaning agents in accordance with manufacturer's instructions. Protect stonework form cleaning agent. m . i111lfR VA ASNVR lE ' Clean stonework not less than 6 days after completion of work, using clean /. Kuhcs++oiMop 2 JUEIAWC1 water and stiff -bristle brushes. Do not use wire brushes, acid type K 3vUw wusCT cleaning agents or other cleaning compounds with caustic or harsh fillers. N. Verify locations of all utilities prior to starting work. SHEET OF J 9 K N CA SS Z I O N d 02 oa Z Z Q O a Vs O q[ > 04w O Z SHEET OF J 9