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2'-0' <br />/_---- <br />�-8^ . / . <br />� <br />- | 1-4" <br />Li lun� <br />^� `~".� 3-\ <br />T ` <br />1-4" <br />F <br />17'-4^ <br />'-4 J'-4^ <br />NWm� <br />GUTHERmAN STRUCTURAL INC. <br />u*nvneRCopCIRCLE <br />ALTAMONTE SPRINGS FL 32714 <br />'M <br />TRANSVERSE — BOTTOM <br />BOTTOM <br />BOTTOM <br />' <br />MASONRY WALL SCHEDULE <br />MARK PATTERN THICKNESS REINFORCING <br />1. 8" MASONRY WALLS SHALL BE TYPE =MW-1", UNLESS NOTED OTHERWISE <br />2. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL <br />REINFORCING 016^ D.C. HORIZONTAL. EXTEND REINFORCING 8" INTO POURED <br />ELEMENTS AND AROUND ENCASED STEEL. <br />3. PLACE AL Y0\LLRE|NF0RC|NGROD AT ENDS OF <br />Y%\LL UNTERSECTIN��ALLG AND ATEACH SIDE OF 0PBNNGS, GROUT CELL <br />SOLID FULL HG0HT <br />� AULN4SQNRYRBWFURCEO CELLc SHALL BE FILLED YMTH 3000 PSI GROUT MIX. <br />5. C�U = CONCRETE MASONRY UNIT <br />` <br />1. TOP OF SLAB ELEVATION = 0'-0^ THIS IS FOR REFERENCE ONLY SEE CIVIL <br />FOR TRUE WGYQ ELEVA-1110N. <br />2� WF-#|ND1CATES MON@jTH!C F00_PlI`C& <br />IFF-# |NDIC&TES WALL (ST-RIP) F007ING% <br />Fl,,, lND5CA;R�S SPREAD F0011ING, <br />TOP CF STRIP AND SPREAD FoOlfING ELIEV01ION 1S 1^-4" BELOW 0�NEST <br />ADJACENT GRADE, UHLES8 NOTED 019HERV4SE. <br />'.E. iWD|CATES TH|CNENED EDGE, SEE TYP1CAL SECW0N SHEET S3.01. <br />SEE PLAN FOR LDCAllDN AND ;SCHEDULE FOR, SIZE AND REINFORCEMENT <br />3. 4' CONC 3LA8-0N-GRADE w/ 621-0, Y#.4x W1.4 IffiWIF ON 10 MIL VAPOR <br />BARR|E0 ON C0 MllPA 0TED, TREATEO SU8-S�|L /'F1p}CAL\, ' <br />� �8NDE S' AS 5,�OM O� C�����N J0�� /�l) � jN���D IN <br />'TYP!CAL J0!NT Al -ON UETA|ON SHEET SI81, COORDINATE <br />L�C��OMS VmTH ARCH|TECTURAL F|N|SHEB� <br />[i VERH-Y STEPS AND SLOPES MTH ARi"HOECTURAL DRAWINGS PRIOR TO <br />CON3TRUC-110N. <br />S. MW­7#U«[XCATES THE CONCURETE MASONRY UNIT (CMU) WALL TYPE. SEE <br />MASONRY WALL SCHEDULE ON SHEET 33.11 FOR SIZE AND REINFORCEMENT. <br />ALL MASONRY VIA1LS ARE TYPE MW-1 UNLESS NOTED OTHERWISE. <br />' 7. PROVIDE VERTICAL MASONRY WALL CONTROL JOINTS (WCJ) AS INDICATED IN <br />DETAIL ON SHEET S3.01. COORDINATE LOCATIONS VNTH ARCHITECTURAL <br />FINISHES. <br />EL SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION <br />OF PVC8LEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL <br />RUNS AND DUCTWORK. COORDINATE WITH HVAC CONTRACTOR, <br />` 9. MO-#iNDIC4TES THE LOCATION OF A MASONRY COLUMN. SEE SCHEDULE ON <br />SHEET 33.01. <br />10. SEE TYPICAL MASONRY WALL SECTIONS, INCLUDING "TYPICAL EXTERIOR WALL <br />FOOTING', "TYP|CALINTER|UR STEM WALL FOOTING" AND 'TYPICAL EXTERIOR <br />STEM', WALL FOOTING AT DOOR" DM SHEETS3.U1. <br />/ 11. WHERE ChAlU WALL8UWP-OUTS OCCUR PROVIDE � DE &DDONALFOOTING 0" PAST <br />EXTEER|OR FACE OF CWU WALL' EXTEND TRANSVERSE REINFORCEMENT INTO THE <br />ANQ ADD /1) #5 CQNT!NU0US. <br />12. �T[�T[�� INDICATES LIGHT GAUGE METAL STUD WALL AT CLUBHOUSE. METAL <br />STUDS SHALL BE SPACED AT 12^ O.C.` AND CENTERED UNDER ROOF TRUSS <br />ABOVE. PROMDE (2) STUDS CENTERED UNDER GIRDER TRUSSES. SEE LIGHT <br />QAUGE METAL DETAILS ON SHEET34.O1 AND GENERAL NOTES FOR ADDITIONAL <br />\NFORWATiQN. AT EACH SIDE OFOPENINGS/ HEADERS PROVIDE 4 S|MPSON <br />S/HDU4ur `VHTT14ANCHQR - STUD PACK TO FOUNDATION. <br />1 _3, PROV'1151DE A STEPPED FDUNDA-HON WHERE INDICATED. SBE ^TYpICAL STEPPED <br />7 | F00IMN0 DETAIL" ON SHEET '_33.01� <br />3/161' =1L-v. <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />745orientaavenue, suite 1121 <br />a#amnntesprings, fl327O1 <br />phone:487.O3U.14DD <br />fax:4O7.83O.4143 <br />AA0OU2731 <br />ZephyFhi|ls,FIL <br />\\|y/ <br />John GutherrnanJc.P.E <br />FLREG.#6888o <br />SET DISTRIBUTIONS: <br />FOUNDATION U���� PLAN <br />U ������K~x��U U��U� K-K~y��K� <br />S10"F&I <br />3.13 <br />