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DEMOLITION NOTES <br />I. DEMOLISH AND OR REMOVE EXISTING ABOVE GRADE STATION <br />COMPONENTS. <br />2, REMOVE EXISTING CABINETRY AND SINKS, CAP ALL PLUMBING <br />LINES WITHIN A CONCEALED SPACE TO REMAIN. <br />3, REMOVE EXISTING INTERIOR/EXTERIOR DOOR AND FRAME, <br />REMOVE ALL ASSOCIATED TRIM. DOOR& CASEWORK. AND <br />HARDWARE TO BE SAVED AND REUSED AT THE DISCRETION OF <br />THE CONTRACTOR. <br />4. REMOVE EXISTING NON -BEARING WALLS TO EXTENT INDICATED. <br />BOTTOM PLATE AND TOP PLATES TO REMAIN WHERE NEW INFILL <br />WALLS ARE TO BE BUILT. REMOVE CORRESPONDING WIRES, PIPES, <br />ANCHOR EOLTS, AND INSULATION, <br />S. REMOVE EXISTING GARAGE DOORS AND ASSOCIATED <br />HARDWARE. <br />6. REMOVE EXISTNG LOCKERS, <br />7. REMOVE EXITING EMISSION TESTING EQUIPMENT THAT IS AT AND <br />BELOW GRADE. REMOVE AND CAP CORRESPONDING UTILITIES <br />CONNECTED TO THIS EQUIPMENT. <br />S. REMOVE EXISTING WINDOW OR RE -LIGHT WINDOW, <br />9. REMOVE EXISTING FLOORING. <br />10, SAW CUT AND REMOVE EXISTING PLYWOOD (INSIDE) SO WALL CAN <br />BE INSULATED. <br />11, REMOVE EXISTNG ASPHALT TO EXTENT OF HATCH AT MINIMUM. <br />CONTRACTOR MAY DECIDE TO EXPAND EXTENT OF REMOVAL. <br />12. REMOVE SWEET ROCK OR PLYWOOD AND BASE TRIM ON INSIDE <br />OF WALL TO ACCESS STUD BAYS FOR HOLD-DOWN INSTALLATION. <br />13. REMOVE SIDING TO APPLY NAILING PATTERN TO REINFORCE <br />DOUBLE STUD MEMBERS ADDED FOR HOLD DOWNS. <br />GENERAL DEMOLITION NOTES <br />I. AT EXISTING WALL INIII CONTRACTOR SHALL FIELD VERIFY ALL <br />EXISTING CONDITIONS AND PROVIDE MATCHING INFILL MATERIALS. <br />2. MINIMIZE DAMAGE TO EXISTING WALL BOARD WHERE CABINETS <br />AND LOCKERS ARE TO BE REMOVED 50 WALL BOARD MAY BE <br />REPAINTED, PATCHED, AND SALVAGED. <br />3. ALL DEMOLISHED ELECTRICAL WIRES AND PLUMBING PIPES TO <br />BE CAPPED WITHIN A CONCEALED SPACE. <br />4, DEMOLISHED WALLS THAT ARE NOT TO BE IN -FILLED MUST HAVE <br />EXISTING ANCHOR BOLTS CUT FLUSH WITH EXISTING CONCRETE <br />SLAB. <br />5, VERIFY COMPACTION OF EXISTING GRAVEL BASE UNDERNEATH <br />DEMOLISHED ASPHALT TO DETERMINE ADEQUACY FOR NEW SLAB <br />SUPPORT, <br />SEE SITE DEMO PLAN FOR EXISTING TRFNC DRAIN <br />r <br />I <br />O2_------------_____________ <br />9 ----- <br />°v - D--� IO 5 10 O 10 5 10 5 10 <br />O O Oli G=O� GO. <br />OLO J U J U J U J <br />6 <br />3 <br />\,do <br />r <br />1 = '- o o fir„ O� _O___��_=_=_=_�-_-__[=_=_____"' 1_��__________�_______=__=__=_�__-__!_O_____;_L__l_=__=_=_�_�_____=__=__=__J__-__!r__CO____;__L�_________�______=_=__=_�__-_-_�� <br />O (Dii I S LL U <br />, <br />O I l I <br />r� n n n n n n n 10 <br />11 <br />T� p 1 <br />iOii i�Oii i�Oii i�O11 <br />® ® � 11 -_ _J L _J L _J L _J <br />Zrf uO C3 I O yin O5 12 ----- 5O-----12 12 O5 12 12 5O 3O <br />u ------------- ------------- ------------- -- <br />_ � /,�� ------------- ------------- ------------- -------- -- <br />O O O O 14 O `/R�_I �_ _______ II ___________ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _> • TJ <br />R 12 12 0 <br />12 <br />I <br />ir- <br />1 la11 <br />01 u'O O <br />__ <br />lid <br />III pill <br />III III <br />III III <br />IL 1.0 I <br />I I <br />II <br />I I <br />L----------------------------------------- <br />DEMOLITION PLAN <br />1/8" - 1'-0" NORTH <br />bpharchitects <br />19624A 76th Ave. W <br />Lynnwood, WA 98036 <br />(425)774-4701 <br />www.bphorch.com <br />REMODEL AND TENANT <br />IMPROVEMENTFOR <br />ICENTROI <br />PALABRA VIVIENTE <br />7505 112TH ST. SW <br />EVERETT, WA 98204 <br />No./Date Revision By <br />DC <br />Drown By <br />SH <br />Checked By <br />1912 <br />Project Number <br />1912CD-A2-_DWG <br />File Number <br />DEMO <br />FLOOR <br />PLAN <br />Sheet Title <br />A2.2 <br />Sheet Number <br />