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DEMO LEGEND SYMBOL IDESCRIPTION EXISTING WALLS TO REMAIN I - I EXISTING WALLS TO BE REMOVED I �EXISTING CONSTRUCTION TO BE REMOVED r 2. 3. 4. 5. 6. 7. GENERAL DEMOLITION NOTES THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING I ALL EXISTING FIELD CONDITIONS SO AS TO BECOME FAMILIARIZED WITH THE DEMOLITION AND / OR REMOVAL WORK WHICH MAY BE REQUIRED TO PRODUCE RESULTS INTENDED IN THE CONTRACT DOCUMENTS. THE SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS ANTICIPATES THE DEMOLITION OF EXISTING CONSTRUCTION IN PART OR ITS ENTIRE TY, AND THE REMOVAL, RELOCATION AND RE -POWERING OF CERTAIN CONSTRUCTION MATERIALS AND EQUIPMENT, INCLUDING ITEMS RELATED TO OTHER TENANTS WHICH MAY PASS THROUGH OR OCCUPY THIS TENANTS SPACE. IT IS THE INTENT THAT EACH PORTION OF THE DEMOLITION AND REMODELING WORK BE DONE BY THE SPECIFIC TRADE INVOLVED IN THE INITIAL INSTALLATION, (le: CARPENTRY WORK BY THE CARPENTRY TRADE, MECHANICAL AND ELECTRICAL WORK BY THE MECHANICAL AND ELECTRICAL TRADES ETC.). THEREFORE, EACH CONTRACTOR AND SUBCONTRACTOR SHALL THOROUGHLY EXAMINE THE PROPOSED WORK AND MAKE ALLOWANCES IN HIS PROPOSAL FOR THE COST OF ALL DEMOLITION AND/OR REMOVAL WHICH MAY BE REQUIRED TO PRODUCE THE END RESULTS INTENDED BY THE CONTRACT DOCUMENTS. GENERAL CONTRACTOR TO COMPLETE ALL DEMOLITION AS NOTED IN CONTRACT DOCUMENTS AND REMOVE ALL DEBRIS AND RUBBISH FROM THE PROJECT AND BUILDING SITE. ALL AREAS WHERE DEMOLITION IS TO OCCUR IS TO BE SECTIONED OFF FROM THE PUBLIC AND ALL REQUIRED SHORING, BARRICADING, AND SCAFFOLDING TO BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL WORK TO BE IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. ALL RUBBISH AND DEBRIS TO BE REMOVED FROM THE PROJECT SITE WITHIN A 24 HOUR PERIOD OR PLACED IN PRE -APPROVED DUMPSTER LOCATIONS FOR REMOVAL OR DUMPSTER CHANGE OUT DAILY; THIS CONTRACTOR TO RECEIVE APPROVAL OF DUMPSTER LOCATION FROM BUILDING LANDLORD REPRESENTATIVE. ALL DEBRIS REMOVED FROM THE PROJECT SITE TO BE DUMPED IN ONLY APPROVED DUMPING SITE. ANY ASBESTOS REMOVAL OR DEBRIS DUMPING TO BE COMPLETED BY THIS CONTRACTOR, PER PROPER APPROVALS. GENERAL CONTRACTOR TO CONTACT BUILDING LANDLORD REPRESENTATIVE AND ALL UTILITY COMPANY REPRESENTATIVES HAVING JURISDICTION OVER THIS PROJECT TO ASCERTAIN BUILDING AND UTILITY COMPANY LINES ABOVE, WITHIN, OR BELOW PREMISES TO AVOID ANY POSSIBILITIES OF CUTTING SUCH LINES, CAUSING EXPLOSIONS, ETC. 8. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE CORE DRILL OF CONCRETE SLAB AT ALL AREAS WHERE UNDER SLAB MECHANICAL, PLUMBING AND ELECTRICAL WORK OCCURS. REVIEW AND COORDINATE EXACT LOCATIONS AND SIZES WITH THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. NOTE: DO NOT CUT SLAB WITHOUT WRITTEN APPROVAL FROM LANDLORD. 9. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION "RULES AND REGULATIONS". 10. DEMOLITION OR DEMOLITION REMOVAL TO BE COMPLETED IN A MANNER THAT DOES NOT DISTURB ADJACENT TENANTS OR DISRUPT THE OPERATION OF ADJACENT TENANTS. 11. PROTECTION OF ADJACENT TENANTS OR SPACES IS REQUIRED PRIOR TO DEMOLITION. 12. ALL CUTTING OF SERVICES OR UTILITIES AFFECTING THE BUILDING COMPLEX OR ADJACENT TENANTS INCLUDING SPRINKLER OPERATION TO BE COMPLETED ON "OFF HOURS". COORDINATE ALL SHUT DOWNS WITH LANDLORD. A 48 HOUR NOTICE REQUIRED. 13. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION. 14. REFER TO MECHANICAL / PLUMBING DRAWINGS FOR MECHANICAL / PLUMBING DEMOLITION. 15. DEMOLITION WORK TO BE PHASED TO ALLOW PROPER EGRESS FOR ANY PERSON IN CASE OF FIRE OR HAZARD AND NO DEMOLITION WORK CAN OCCUR IF THE WORK JEOPARDIZES A MEANS OF EGRESS FOR THE PUBLIC OR PROJECT EMPLOYEES. 16. ALL FLOORING MATERIALS TO BE REMOVED, UNLESS NOTED OTHERWISE. 17. ALL LABOR TO BE COMPATIBLE WITH OTHER LABOR COMPLETING WORK IN THE BUILDING 18. ANY LANDLORD COMPONENT THAT IS EXISTING IN THE SPACE MUST REMAIN VISIBLE AND ACCESSIBLE TO THE LANDLORD. (DUCTWORK, CLEANOUTS, ETC.) LABEL CLEARLY IN TENANT SPACE; PROVIDE ACCESS PANELS. 19. HFT CONSTRUCTION MAY ATTACH TO BUILDING STRUCTURE ONLY - (NO ATTACHMENT TO ROOF DECK, LATERAL BRIDGING, CONDUITS, DUCTWORK, ETC., IS ALLOWED) FOR STABILITY. 20. ALL FLOOR PENETRATIONS MUST BE CORE -BORED OR SAW -CUT. CONTRACTOR MUST X-RAY OR OTHERWISE SATISFACTORILY VERIFY THERE ARE NO EXISTING HIDDEN CONDITIONS PRIOR TO COMMENCING CORINGIDRILLING OR SAW CUTTING. 21. ALL EXISTING CONSTRUCTION NOT SCHEDULED FOR RE -USE OR NOTED TO BE ABANDONED IN PLACE MUST BE COMPLETELY DEMOLISHED AND PROPERLY DISPOSED OF OFF SITE. ALL UTILITIES MUST BE REMOVED TO THEIR POINT OF ORIGIN. DEMOLITION PLAN 200 SERIES DEMOLITION KEY NOTES 200. LOCATION OF LEASE LINE (LOCATED @ CENTERLINE OF DEMISING WALL). 201. PATCH AND REPAIR ANY DAMAGED SECTION OF CONCRETE SLAB. PREPARE SLAB TO RECEIVE SCHEDULED FINISHES (TYPICAL THROUGHOUT SPACE UNLESS NOTED OTHERWISE). 202. REMOVE FIXTURES (FIXED OR FREE-STANDING) THROUGHOUT THE SPACE. 203. REMOVE ALL ABANDONED EQUIPMENT IN HFT SPACE. 204. ALL DIMENSIONS TO BE FIELD VERIFIED AFTER DEMOLITION HAS BEEN COMPLETED. NOTIFY HFT PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES. HFT G.C. IS REQUIRED TO VISIT PROJECT SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. 205. REMOVE ABANDONED ELECTRICAL EQUIPMENT NOT TO BE RE -USED, INCLUDING BUT NOT LIMITED TO, JUNCTION BOXES, CONDUIT, WIRING, ETC. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION NOTE (TYPICAL THROUGHOUT SPACE). 206. ALL REMAINING OUTLETS, DRAINS, HOLES, ETC. IN THE FLOOR SHALL BE COMPLETELY CUT OUT AND CONCRETE REPLACED. CONCRETE SLAB INFILL AREAS OVER 12"X12" TO BE DOWELED INTO EXISTING ADJACENT SLAB. REFER TO SHEETS A0.3 & A4.1 FOR ADDITIONAL INFORMATION. 207. EXISTING STRUCTURAL COLUMN TO REMAIN. PREP. COLUMN FOR PAINT. 208. CUT AND REMOVE PORTION OF EXISTING CONCRETE SLAB FOR PLUMBING TRENCH (APPROX. 331 .F.) TRENCH LAYOUT FOR REFERENCE ONLY. G.C. SHALL VERIFY DEPTH OF SANITARY TIE-IN 1 T AND CONFIRM ADEQUATE FALL FOR THE SEWER LINE PRIOR TO TRENCHING CONCRETE. NOTIFY ARCHITECT IF ADEQUATE FALL IS NOT ACHIEVABLE. IN -FILL TRENCH WITH CONCRETE TO MATCH AND ALIGN WITH ADJACENT FLOOR SLAB (INCLUDING COLOR MATCH). TROWEL CONCRETE SMOOTH. SEE DETAILS 4, 5 & 61A4.1 FOR ADDITIONAL INFORMATION. REFER TO SHEET A0.3 FOR CONCRETE SPECIFICATIONS. 209. NOT USED. 210. EXISTING DEMISING WALL TO REMAIN. G.C. TO TAKE ALL NECESSARY PRECAUTIONS TO PROTECT WALL DURING CONSTRUCTION. PATCH AND REPAIR AS REQUIRED TO MAINTAIN INTEGRITY OF EXISTING FIRE RATING (TYPICAL.) 211. REMOVE PORTION OF ASPHALT AS REQUIRED TO ACCOMMODATE FOR NEW CONCRETE RECEIVING PAD. SEE SHEET A1.1 FOR ADDITIONAL INFORMATION. 212. EXISTING ELECTRICAL EQUIPMENT PANEL LOCATION. REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK. 213. EXISTING BOLLARD TO REMAIN. 214. EXISTING PLUMBING / WATER STUB. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 215. EXISTING OVERHEAD DOOR TO REMAIN. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION. 216. EXISTING HOLLOW METAL DOOR TO REMAIN. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION. 217. EXISTING BI-PARTING DORMA DOOR TO REMAIN. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION. 218. REMOVE EXISTING ROOFING SYSTEM AND ROOF DECKIN G AS NECESSARY FOR INSTALLATION OF NEW CURBS FOR ROOFTOP HVAC UNIT. SEE DETAILS ON SHEET A2.0 FOR ROOF CURB, OPENING, AND ROOFING DETAILS. SEE DETAIL 61A4.2 FOR FRAMED OPENING DETAIL. G.C. TO CONTRACT WITH LANDLORD'S ROOFING CONTRACTOR FOR ALL WORK RELATED TO MAINTAINING ROOFING WARRANTIES. 219. EXISTING TRANSFORMER TO REMAIN. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 220. EXISTING SPRINKLER MAIN TO REMAIN. -O _(D z 0 W W 2 H W J Q U F- 0 z N LL m cM J LL J J_ a. W N C� w%waft lw J m J V M L0 REVISIONS Z W W a J FFFTF-- J m V W H x V a ts L o ca o t o� t C N Co Y � Jy -i � E cc n�` J > Cc Ya � o oL9 o ti Lo a� 0 s a 4T4 Q y 0 ace - a> > ccQ. mcc omf! n N 3 m Cc n� c y .1i o cq m E J C � O O � O c 3 �' o m Ya a 16 aD o E 0 m y v m ofn � o E co c 0 N N y n N QC 8 Ix C C O c � U � N n3 0 � y c o w Y N E U O ca N 'C w R � d oY m o w`o D a m m � 0 m O ra co 3 N C 0 Qf0 l'n. N J � � O � m m (O `dE us 3 c Z d m �� 2� o (D w c to C t O '? c O� yy' m c 2 0) c c5 � o U � C_ m 7 E o .0 O h Z ~ N 7 N :aI-INI-I-*I-I,0I--I-I-IC DEMOLITION PLAN I DATE 06/14/17 1 JOB NO. 17165 Dl 00 SCALE 1/8" = V-0" e SHEET NO.