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43'-6" <br />21'-9" <br />21'-9" <br />1 6'-0" 1 10'-9" 5'-0" 1. 5'-0" 1. 10'-9" 1, 6'-0" 1 <br />21'-9" <br />43'-6" <br />DEMOLITION PLAN <br />SCALE: 1 /4" = 1'-0" <br />21'-9" <br />. <br />DEMOLITION PLAN NOTES: <br />1. DAMAGED WINDOW/DOOR TO BE REMOVED & REPLACED. SEE <br />WINDOW/DOOR SCHEDULE ON SHEET A3 FOR DETAILS. <br />2. DAMAGED TENANT SEPARATION. SEE DETAIL A/C1 FOR <br />INSTALLATION DETAILS. <br />3. REMOVE & REPLACED DAMAGED 5/8" TYPE X GYPSUM <br />FROM FRONT TO BACK OF UNIT, SEE DETAIL C/S2. <br />4. EXISTING UNDAMAGED COLUMNS TO REMAIN <br />5. DAMAGED (2) 2"x12" BEAM TO BE REMOVED & REPLACED, SEE <br />SHEET A3.0 FOR REPAIR INFO. <br />NOTE: <br />• REMOVE INTERIOR 4" WIDE FRAME WALLS THROUGHOUT, SEE <br />FLOOR PLAN ON A3.0 FOR REPLACEMENT INFO. <br />• REPLACE INTERIOR DOORS THROUGHOUT, SEE SCHEDULE ON <br />FLOOR PLAN FOR REPLACEMENT & SIZING INFO. <br />• REPLACE INTERIOR FINISHES THROUGHOUT. <br />0 <br />= EXISTING UNDAMAGED UNITS TO REMAIN. <br />WALL LEGEND <br />DAMAGED 4" WIDE EXTERIOR FRAME WALL W/ <br />EXTERIOR SIDING TO BE REMOVED & REPLACED <br />EXISTING UNDAMAGED EXTERIOR 4" WIDE WALL W/ <br />EXTERIOR SIDING TO REMAIN IN PLACE <br />DAMAGED 8" TENANT SEPARATION <br />WALL TO BE REMOVED & REPLACED. SEE DETAIL <br />C/S2 FOR INFO <br />= EXISTING UNDAMAGED 8" TENANT SEPARATION <br />WALL TO REMAIN IN PLACE. SEE DETAIL <br />C/S2 FOR INFO. <br />= DAMAGED 8" WIDE EXTERIOR WALL <br />(COMPOSED OF 4" WIDE FRAME & 4" WIDE BRICK <br />SEE DETAIL E/S1 FOR INFO) TO REMAIN BE REMOVED <br />& REPLACED <br />EXISTING UNDAMAGED 8" WIDE EXTERIOR WALL <br />(COMPOSED OF 4" WIDE FRAME & 4" WIDE BRICK <br />SEE DETAIL E/S1 FOR INFO) TO REMAIN IN PLACE <br />AS IS <br />w <br />co CO <br />0) <br />`11 c',dq <br />CO co <br />co <br />CYJ <br />In <br />' co � h0 <br />O co <br />' co <br />• -J �C Gz.l Gar_, <br />lotcd <br />g:� M w <br />r---I a) O a W <br />� a <br />� •� <br />�� O N <br />.Cdco <br />CO C\2 <br />I O <br />�0 co 0 <br />ILA <br />C� a)O w <br />Z <br />N cd N N <br />• t:l D O O U <br />CO <br />w°'�a�.l o <br />Qa I = olArli NE W Naerff V Nio M "WNW o omm ut <br />ANY sPSMUC101 ON UNN11101® = ■ 101� <br />CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY <br />CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT <br />RESPONSIBLE FOR ANY DIMENSIONS. <br />FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED <br />CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES <br />ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE <br />FOR EXISTING STRUCTURAL COMPONENTS <br />Plans and specifications comply with the Florida <br />Building Code, section 1609 for 137 mph, 3 second <br />gust, wind zone. (2010 Ed.) <br />This drawing is valid for 12 months after the date <br />it is signed and sealed or until the requirements of <br />the 2010 edition of the Florida Building Code are <br />changed. <br />This drawing is signed and sealed for the structural <br />portions of the drawing only. Architectural, <br />electrical, or mechanical details, if shown, are for <br />visual reference only and are not covered under <br />this seal. <br />Project Name & Address: <br />VILLAGE WALK <br />39216 VILLAGE CHASE <br />ZEPHYRHILLS, FL 33540 <br />Date: <br />Scale: <br />09/24/13 <br />VARI❑US <br />Sheet: <br />2,0 <br />