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<br />FOOTING SCHEDULE
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<br />- "is � @ m r.. t.ilb4 3. ':y�p" °a CONTINUOUS
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<br />_ #5 0IY I & # 0 48" O.C.,
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<br />TRANSVERSE — BOTTOM
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<br />r �. �.�R— 9 3-6"
<br />6 � f �� �ALrI. B WAY, 9 , TOP AND
<br />35 1 a 6° x 12" x 3 —�6 " BOTTOM
<br />MASONRY ALASCHEDULE
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<br />MARK PATTERN THICKNESS REINFORCING
<br />mvv_1 8" CMS #5 0 40" O.C.
<br />83, CMS 5 0 32" O.C.
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<br />MA �AIvRY _WAS 0;
<br />4.° ii" MASONRY WAI S SHAD BE TYPE 9 �I' ' 1 "° UNLESS NOTED OTHERWISE.
<br />2< AL SEf. AIEN f SHALL BE REINFORCED ' €TI I GA, GALVANIZED LATERAL
<br />REIN FORCI„ G 0,6" O,C, HORIZONTAL. EXTEND REINFORCING 6" INTO POURED
<br />ELEMENTS AND AROUND ENCASED STEEL.
<br />1 PLACE, AN ADDITIONAL #5 VERTICAL WALL REINFORCING ROD AT ENDS OF
<br />WALL, INTERSECTING WALLS AND AT EACH SIDE OF OPENINGS. GROUT CELL
<br />SOLID FULL HEGIH .
<br />4 ALL IMIASONRY REINFORCED CELLS SHALL BE IaIL LFD WITH 3000 PSI GROUT MIX.
<br />➢Q CSs:U = CONCR 1E WASONRY.UNI.3
<br />a r e .& °E- .
<br />U O4 AB AFi, N s THIS IM ,FOR REFERENCE ONLY SEE CIVIL
<br />P�� =1; ; �E= RON.
<br />2. MIF ; P F4 A LS €v- NOI I T 'SI aOTIN '. _
<br />p 0 tg DI # a PREAD FOOT.
<br />i Or �IPIP AND S AO F007NNG ELEVATION IS 1' 4" BELOW LOWEST
<br />SEE Nf� FOR L4., ..E=F r:N_ .. €'_,.r,. F E FOR .�s, AND reINA REINFORCEMENT.
<br />ISLAB-ON-GRADE_1 6x6, 'VO �,t, 4 W'af3, ON 10 MIL VAPOR
<br />BARRIER ON COMPACTED, iREAT1._D SUB —SOIL (TYPICAL).
<br />4. PRO'Y"IDE SLAB CONTROL/ CONSTRUCTION JOINTS (C.J) AS INDICATED IN
<br />ECA JOINT AT SL B ON—GRADUE' DETAIL, ON SHEET S3.01. COORDINATE
<br />LOCA_nONS W`41m ARCHITECTURAL KNISHES.
<br />5, VERIFY STEPS AND SLOPES NTH ARCH! DRAWINGS PRIOR TO
<br />CONS T RUCTION.
<br />6. MW—# INDICATES THE CONCRETE MASONRYUNIT fCMU) WALL TYPE. SEE
<br />MASONRY WALL SCHEDULE ON SHEET S3.11 FOR SIZE AND REINFORCEMENT.
<br />ALL MASONRY WALLS ARE TYPE MW-1 UNLESS NOTED OTHERWISE.
<br />7. PROVIDE 14TERTICAL MASONRY WALL CONTROL JOINTS (WCJ) AS INDICATED IN
<br />DETAIL ON SHEE a S3.01. COORDINATE LOCATIONS WITH ARCHITECTURAL
<br />FINISHES.
<br />8. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION
<br />OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL
<br />RUNS AND DUCT WORD. COORDINATE WITH HVAC CONTRACTOR.
<br />9, MC INDICATES -PHE LOCATION OF A MASONRY COLUMN. SEE SCHEDULE ON
<br />SHEET ' s v 1.
<br />1 O, SEE FlTiCAL MASONRY WALL SECTIONS, INCLUDING "TYPIPICAL EXTERIOR WALL
<br />F0.)T >x' ' , I C a t R OF STEM WALL FOGTIEG" °1D "TYPIC.AL EXTERIOR
<br />STM AL' . "O I NG A DOOF;' OIL SHEEN' S3<01.
<br />it HERE CMU WALL BUMP —OUTS OCCUR PRO VIDE ADDITIONAL FOOTING 6" PAST
<br />EXTERIOR FACE OF CMU WALL. EXTEND TRANSVERSE REINFORCEMENT INTO THE
<br />BUMP —OUT AND ADD (1) 05 CONTINUOUS.
<br />12. I I I, i, 1 1NDICA` ES LIGHT GAUGE METAL STUD `?ALL AT CLUBHOUSE. METAL
<br />i UDS SI fit' , BE SPACEDAT 1 2 O.0 AEI CENTERED UNDER ROOF TRUSS
<br />ABOV' . e ,Ob'ID f 2"' STUDS UDS CE IisTERED UNDER GIRDER TRUSSES. SEE LIGHT
<br />GAUGE t� T�:_ D A . S ONSH T S4.0 $ AND � _� RAI NOTES FOR ADDITIONAL
<br />NOsA T ONIIL. A7a PACH S _ OPEN,G.,/ <DE S . ROADE s" AIM. SON
<br />",`hD4 or SI/H F 4 ANCHOR STUD PACK TO FOUNDATION.
<br />3< rI�C 4 T6R E D F UNDA. ON W°HSRf� I��DrA`�D. SEE " I YPICAI STEPPED
<br />c.O ;IN G DETAIC ON SHEET S7.I>1.
<br />4
<br />BENEP-lus' AL
<br />COMMUNITIES
<br />3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239
<br />?a
<br />John GUtherman Jr., P.E.
<br />FL. REG. #6o88o
<br />SET DISTRIBUTIONS,
<br />owriAm; IalnPPr-pm1T.qPT
<br />SHEET REVISIONS:
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