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135�-8" <br />1J'-8 <br />1Q'-1ly~ <br />0'-2" 1 13'-0" <br />WF_ <br />�_� <br />' ---- ---- ---' <br />110 7_ F <br />__7 F_ =r <br />_F <br />ul- <br />NOTE 3 <br />TE <br />NO <br />NOTE 3 <br />J L <br />� <br />N~�@ �NN ��.mR�l " �~l=� �JiN~~� 0^���� ��� ���]� <br />»' »^ ��� ��� � ��0������ � ~~ ��� ������� ���. � �� ���� �-0 ������ <br />m=° ~�, ��~�� m� = _�' m " ==~ _- = �� � "L ° <br />— 7_ YF-4 ^Q�~ <br />_\TL_:7 <br />Uj <br />ME �W-2M:� <br />j <br />DILL <br />REINFORCING <br />TRANSVERSE — <br />BOTTOM <br />BOTTOM <br />BOTTOM <br />1. B° MASONRY WALLS SHALL BE TYPE "WW-1"' UNLESS NOTED OTHERWISE. <br />2. WALL SEGMENTS SHALL BEE REINFORCED WITH SGA. GALVANIZED LATERAL <br />REINFORCING 0V18" O.C. HORIZONTAL EXTEND RBNFORCNC 8" INTO POURED <br />EL[MENTS AND AROUND ENCASED STEEL. <br />3. PLACE AN ADDITIONAL VERTICAL INALL RBNFQRC|NQ ROD AT ENDS OF <br />W4LL' |NTERSE1131IN0 WALLS AND AT EACH SIDE OF OpEN|NGS. GROUT CELL <br />SDUD FULLHE|GHT. <br />4. <br />Al MASONRY R8NF�RCED C[LGLU WITH OOO PSI GROUT MIX. <br />LR�L <br />�CMU = CDNCRETE MASONRY <br />EPAULNUP <br />1. TOP OFSLAB ELEVATION =V-0". TTS0RORREFERENCE ONLY SEE CIVIL <br />FOR TRUE NQVD ELEVX-PION. <br />2. MF-#iND!CA7E3WQW8L|TH>CFODIHNG. <br />�F-, INDICATES �ALL '3�R|P` FDO-IIN& <br />F�iND|C4TE� SPREAD FOO�N�. <br />TOP OF STRIP AND SPREAD FOO-HNG ELEVATION IS 1'-4" BELOW LOWEST <br />ADJACENT GR4DE, UNLESS NOTED 0THERYNSE <br />TE. INDICATES THICKENED EDGJE, SEE TYPICAL SECP0N SHEET S3.0. <br />SEE PLAN FOR LOCATI0N AND SCHEDULE FOR SIZE AND REINFORCEMENT <br />3. 4" CGNC SLAB-ON-GURADE w/ 011.4 x W1.4 WYh- ON 10 MIL VAPOR <br />BARRIER ON CDMPAC"TE8, TREATED SUB -SOIL (TYPICAL). <br />4. PROVIDE SLAB C0NTROL/C8NSTRUCTI8N JOINTS /C.J.\ AS INDICATED IN <br />"TYPICAL JOINT AT3LAB_ON-GRADE" DETA|L, ON SHEETS.3.O1. COORDINATE <br />LOCATIONS WITH ARCHITECTURAL FINISHES. <br />5. VER|FYSTEPS AND SLOPES WITH ARCHITECTURAL DRAWINGS PRIOR TO <br />CONSTRUCTION. <br />0. MW-#|ND|CATE3 THE CONCRETE MASONRY UNIT (CWU) WALL TYPE. SEE <br />MASONRY WALL 3OHEDUiE ON SHEET S3.11 FOR SIZE AND REINFORCEMENT. <br />ALL MASONRY WALLS ARE TYPE WW-1 UNLESS NOTED OTHERWISE. <br />7. PROVIDE VERTICAL MASONRY WALL CONTROL JOINTS (WC.) AS INDICATED IN <br />DETAIL ON SHEETSJ.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, T0|UETS AND TUB3), ELECTRICAL <br />RUNS AND DUCT WORK. COORDINATE VNTH HVAC CONTRACTOR. <br />Q. WC-# INDICATES THE L08A-110M OF A MASONRY COLUMN. SEE SCHEDULE ON <br />SHEET S3.01. <br />10. SEE TYPICAL MASONRY WALL SECTIONS. INCLUDING 'TYPICAL EXTERIOR WALL <br />FOOTING". "TYPICAL INTERIOR STEM WALL FOOTING" AND "TYPICAL EXTERIOR <br />STEM WALL FOOTING AT DOOR" ON SHEET33.0. <br />11. WHERE' CMU WALL BUMP -OUTS, OCCUR PROVIDE ADDITIONAL FOOTING 0~ PAST <br />EXTERIOR FACE OF CWU WALL. EXTEND TRANSVERSE REINFORCEMENT INTO THE <br />BUWP-OUTAND ADD M\ #5OOONT�NU0US. <br />12 ULU�-7U�| INDICATES LIGHT CAUGE METAL STUD WALL AT 'CLUBHOUSE. METAL <br />STUDS SHALL B[ SPACED AT 1122~ O.C, AND CENTERED UNDER ROOF TRUSS <br />A8OV[. PROVIDE �� STUDS CENTERED UNDER GIRDER TRUSSES. SEE LIGHT <br />G'AUGE NETALDET�|N �HEET34�O1 AND GENERA' NOTES L <br />INFORMATION. ATEACH SIDE 0FOPENINGS/ HEADERS PROVIDE A S|MP5ON <br />S/HDU4or3/HTll4ANCHOR - STUD PACK TO FOUNDATION. <br />13. PR8NDE A, STEPPED F&UNDATiON WHERE INDICATED. SEE ~TYPICAL STEPPED <br />R0011INQ DETA|L= ON,SHE[T3�.0�. <br />ARCHI���~��lT��TU��� �� <br />TECTURE . �_�� / ��/^�_ �� <br />` <br />!�J-�����I���� ������|���� UhJ�� <br />� u� '��nm��o� ���_��,��'�, u/���. <br />� pLANMG I | INTERIORDESIGN <br />i <br />/ 745ohentoavenue, suite 1121 <br />/ aKamonboophnga. D327Q1 <br />| phon**4O7.83O.14OO <br />' fax. 407830.4143 <br />/ <br />. AA0002731 <br />� www.fnmmarchitectune.00m| <br />B I at <br />1ENEFICIAL <br />� <br />COMMUNITIES <br />8550S. Tomiami Trail Suite 0D8umetx FL34230 <br />ZeDhV[hillS,FL <br />EDITED BY: JG | <br />