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HomeMy WebLinkAboutCornell Store - Permit #3142216 15 14 13 EXIST. SLAB ON METAL DECK INFILL REPAIR COLUMN FACE WITH SIKA TOP 123 REPAIR MORTAR TO PROVIDE FULL CONTACT BETWEEN 3/4" PLATE & COLUMN DRY PACK WITH HIGH STRENGTH NON -SHRINK GROUT SEE 2/S-101 FOR MIRROR OF STIFFENED SEAT PROFILE NOTE: SHORE C12 INTO POSITION AND FIELD WELD STIFFENED SEAT ORIGINAL 12" CONC. SLAB )1, 12 ORIGINAL 12" CONC. SLAB CONC. COLUMN (E) ALIGN WEB OF C12 WITH WEB OF STIFFENED SEAT 13"x3/4"x11-3" PLATE SECURED WITH (4) 7/8" 0, MINA" EMBED HILTI HAS RODS USING HIT -RE 500 -SD EPDXY. LOCATION IN HELD TO BE CENTERED ON STIFFENED SEAT. VERTICAL LOCATION 0 OF PLATE CAN SHIFT TO AVOID FINISHES/HVAC AND EXISTING REBAR. 3' SCALE: 3"=1-0" SECTION MINIMUM AMOUNT OF REQUIRED CONCRETE REMOVAL SHOWN. NOTE CONTRACTOR IS PERMI 1 1 ED TO DEMO UP TO UNDERSIDE OF DECK AND INCREASE THICKNESS OF NONSHRINK GROUT AS REQUIRED. FULL EXTENT TO METAL DECK TO BE VERIFIED IN FIELD SEE S-102 PROVIDE CLIP TO CLEAR FLANGE 3/4" HIGH STRENGTH NON -SHRINK GROUT 3/8"x3" PLATE DECK SUPPORT PROVIDE AT COPED SECTION IN LIEU OF L3x3 6 1», COPED C12 /4V 5116 1/4 5/8 3/4" SEE S-102 /4 1/4 SCALE: 3" = ....---- 3/4" HIGH STRENGTH NON -SHRINK GROUT 1/2" x 10" PLATE DECK SUPPORT 1/2" WEB PLATE 118"x112" B01 IOM FLANGE PLATE PJP 6 1 SEE S-102 0 13"x3/4"x1-3" PLATE SECURED WITH (4) 7/8" 0, MIN. 4" EMBEDMENT HILTI HAS RODS USING HIT -RE 500 -SD EPDXY. LOCATION IN FIELD TO BE CENTERED ON STIFFENED SEAT. VERTICAL LOCATION OF PLATE CAN SHIFT TO AVOID FINISHES/HVAC AND EXISTING REBAR. 15 NOTE: SHORE C12 INTO POSITION AND FIELD WELD STIFFENED SEAT 14 ALIGN WEB OF C12 WITH WEB OF STIFFENED SEAT 3" SCALE: 3=-1.-47)" SECTION SCALE: 3" = 12 1 REDUCE FLANGE PLATE WIDTH TO PERMIT WELD TO FACE OF WEB AT TRANSITION TO C12. PROVIDE 1/4" FILLET WELDS BOTH SIDES IN LIEU OF PJP AT TRANSITDION 0 1/2" WEB PLATE (3 TOTAL) 1/2" PLATE DECK SUPPORT 1" HIGH STRENGTH NON -SHRINK GROUT 7/8" 0 HILTI HAS RODS WITH HILTI RE500 SO (MIN. 4" EMBED) ) • . • . • r:* • VP - 2" 2" III. (TYP) 6" MAX UNO .6" 1/4 r 2"x1/2"x01-8" PLA I E: (TOP AND BOTTOM C12 2" 6"x1/2"x0'-6" PLATE 3" CLEAR EXISTING MECHANICAL DUCT TEMPORARILY REMOVE TO PERMIT INSTALLATION EXISTING PIPING TO REMAIN 4'-1" VERIFY DIMENSION AND FINAL CLEARANCE IN FIELD @ END 111111TM1,11%) .14_ • 1111144(AVV#411? P. 3/4" CLIP 9'-O" 24'-0" 4" 0 24"x24" CONC. COLUMN (E) (TYP.) CONC. S ON METAL DECK OVER EXISTING STEEL JOISTS CONC. BEAM (E) CONCREI • ALL (E) SPLICE PLATES OSEE SEEDETAIL 2JS101 S-102 NEW C12x30 + CONTINUOUS L3x3x3/8 10 610 " IST CONC. WALL SCALE 1 1/2"=1-0" 12" CONC. SLAB E 0 16" STEEL BAR JOIST (E 3 S-10 CONC. SLAB ON METAL DECK (E) 2 S-201 CONC. SLAB ON METAL DECK OVER (E) STEEL JOINTS 12" CONC. SLAB (E) 10 9 8 7 SECTION CONCRETE WALL (E) AREA TO BE DEMO'D PER DETAIL 1/S-201 41,-1-- SLAB ON GRADE (E) 2 SCALE: 1/4"=-1-0" PARTIAL PLAN - SECOND FLOOR 5 SCOPE OF WORK: RELOCATE ELECTRICAUDATPJMECHANICAL, DEMO NOTED PORTION OF SECOND FLOOR OF SLAB, INSTALL STRUCTURAL STEEL TO SUPPORT 2ND FLOOR SLAB DECK EDGE. SCOPE OF WORK GENERAL NOTES: .0 ALL WORK SHALL BE COORDINATED AND APPROVED BY THE CORNELL STORE MANAGER. ANY EXISTING EQUIPMENT/MATERIAL LOCATED IN THE WORK AREA TO BE DEMOLISHED SHALL BE REMOVED TO AN APPROVED LOCATION PRIOR TO THE START OF OPERATIONS. THIS LOCATION SHALL BE APPROVED BY THE CORNELL STORE MANAGER. 2.0 PROVISIONS SHALL BE MADE TO REROUTE PERSONNEL SAFELY AROUND THE AREA BEING DEMOLISHED. .0 THE CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK AND/OR TEMPORARY RELOCATION OF UTILITIES WITH THE OWNER. CONTRACTOR SHALL MEET OWNER'S REQUIREMENTS INCLUDING SCHEDULING AND TIMING OF WORK. 5.0 ALL DETAILS SHOWN APPLY TO SIMILAR CONDITIONS. 6.0 THE FOLLOWING ITEMS REQUIRE SUBMITTALS FOR STRUCTURAL REVIEW: - STRUCTURAL STEEL - EPDXY ANCHORS 7.0 ABBREVIATIONS: (E) - EXISTING CONC. - CONCRETE UNO - UNLESS OTHERW E NOTED CODES AND CRITERIA: 1.0 ALL STRUCTURAL WORK SHALL CONFORM TO THE BUILDING CODE OF THE STATE OF NEW YORK, LATEST EDITION AND ALL OTHER APPLICABLE LOCAL BUILDING CODES. STRUCTURAL STEEL NOTES: SCALE: 2" = f .0 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "STEEL CONSTRUCTION MANUAL" LATEST EDITION. 2.0 ALL STEEL DETAILS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS , AISC." 3.0 ALL WELDS SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH A.W.S SPECIFICATION 01.1, LATEST EDITIONS. ALL WELDING ELECTRODES SHALL CONFORM TO A.W.S. A5.1 GRADE E-70. BARE ELECTRODES AND GRANULAR FLUX SHALL CONFORM TO A.W.S A5.17, F70 A.W.S FLUX CLASSIFICATION. 4.0 STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS UNLESS OTHERWISE NOTED. 4.1 CHANNELS, PLATES . .ASTM A572 GRADE 50 4.2 ANGLES ASTM A36 5.0 CONNECTION MATERIAL SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS 5.1 ANCHOR RODS, NUTS, WASHERS HAS RODS - ISO 898 CLASS 5.8 5.2 EPDXY ANCHOR SYSTEMS HIT -RE 500 -SD BY HILTI 6.0 ALL STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF FABRICATOR'S STANDARD RUST -INHIBITING PRIMER. ALL EXPOSED STRUCTURAL STEEL TO RECEIVE -SSPC-25 PAINT, TWO COAT SYSTEM, COLOR PER OWNER'S REQUIREMENT. DO NOT SHOP PAINT WITHIN 2 INCHES OF FIELD WELDS. 7.0 AFTER INSTALLATION, ALL DAMAGED AREAS IN THE SHOP AND/OR FINISHED COAT SHALL BE TOUCHED UP WITH SAME PAINT SYSTEM. 8.0 ANCHOR HOLE SIZE TO BE ANCHOR SIZE + 1/16 INCH. 9.0 CUTS, HOLES, COPES, ETC., MUST BE SUBMITTED FOR REVIEW. WARNING: 1T IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BYFOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERA1110N, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. A pp-ROVAL fACILITIES ENGINEERING DATE: ENVIRONMENTALHEALTH AF ARCH. CIVIL' ELEC• MECH• REVISIONS: DATE: 9/25/2013 - ISSUE FOR CONSTRUCTION NOTES 4 SCALE: 4" = 1'-0" AREA OF VVORK DATE: September 25, 2013 FACILITY: 2088 DESIGN: M. RE TER DRAWN: jrg PLAN, SECTIONS, NOTES, SCOPE OF WORK AND AREA OF WORK SHEET 1 OF 2 S-101 P0345A A 16 14 12 11 10 EXIST. SLAB ON METAL DECK INFILL ORIGINAL 12" CONC. SLAB DRY PACK WITH HIGH STRENGTH NON -SHRINK GROI?r REPAIR COLUMN FACE WITH SIKA TOP 123 REPAIR MORTAR TO PROVIDE FULL CONTACT BETWEEN 3/4" PLATE & COLUMN SEE 2/S-101 FOR MIRROR OF STIFFENED SEAT PROFILE NOTE: SHORE C12 INTO POSITION AND FIELD WELD STIFFENED SEAT CONC. COLUMN (E) ALIGN WEB OF C12 WITH WEB OF STIFFENED SEAT 13"x3/4"x1'-3" PLATE SECURED WITH (4) 7/8" 0, MIN.4" EMBED HILTI HAS RODS USING HIT -RE 50050 EPDXY. LOCATION IN FIELD TO BE CENTERED ON STIFFENED SEAT. VERTICAL LOCATION 0 OF PLATE CAN SHIFT TO AVOID FINISHES/HVAC AND EXISTING REBAR. 1" SCALE: 3'=1'-0' REDUCE FLANGE PLATE WIDTH TO PERMIT WELD TO FACE OF WEB AT TRANSITION TO C12. PROVIDE 1/4" FILLET WELDS BOTH SIDES IN LIEU OF PJP AT TRANSITDION 1/2" WEB PLATE (3 TOTAL) 1/2" PLATE DECK SUPPORT 1" HIGH STRENGTH NON -SHRINK GROUT 7/8" 0 HILTI HAS RODS WITH HILT! RE500 SD (MIN. 4" EMBED) 171>•1l >J (TYP) 6" MAX 3/4" CLIP C12 3" CLEAR EXIST CONC. WALL 2"x1/2"x0'-8" PLATE (TOP AND BOTTOM 6"x1/2"x0'-6" PLATE EXISTING MECHANICAL DUCT TEMPORARILY REMOVE TO PERMIT INSTALLATION P. EXISTING PIPING TO RE IN 3/4" 4'-1" VERIFY DIMENSION AND FINAL CLEARANCE IN FIELD 6 SCALE 112"=1'-0" SCOPE OF WORK: RELOCATE ELECTRICAL/DATA/MECHANICAL, DEMO NOTED PORTION OF SECOND FLOOR OF SLAB, INSTALL STRUCTURAL STEEL TO SUPPORT 2ND FLOOR SLAB DECK EDGE. SCOPE OF WORK WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED. THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS SIGNATURE. THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. V DATE: IAC MES ENGINEERING A 2 SECTION SCALE: 1 112"=1'-O" SECTION SCALE: =1-0" ORIGINAL 12" CONC. SLAB MINIMUM AMOUNT OF REQUIRED CONCRETE REMOVAL SHOWN. NOTE CONTRACTOR IS PERMITTED TO DEMO UP TO UNDERSIDE OF DECK AND INCREASE THICKNESS OF NONSHRINK GROUT AS REQUIRED. FULL EXTENT TO METAL DECK TO BE VERIFIED IN FIELD SEE PROVIDE CLIP S-102 TO CLEAR FLANGE 3/4" HIGH STRENGTH NON -SHRINK GROUT /8"x1/2" BOTTO 3/4" HIGH STRENGTH NON -SHRINK GROUT 3/8"x3" PLATE DECK SUPPORT PROVIDE AT COPED SECTION IN LIEU OF L3x 16 1/2" x 10" PLATE DECK SUPPORT 1/2" WEB PLATE FLANGE PLATE (3/16) PJP SEE S-102 ns SEE S-102 1/4 0 15 NOTE: SHORE C12 INTO POSITION AND FIELD WELD STIFFENED SEAT 13"x3/4"x1'-3" PLATE SECURED WITH (4) 7/8" 0, MIN. 4" EMBEDMENT HILTI HAS RODS USING HIT -RE 500 -SD EPDXY. LOCATION IN FIELD TO BE CENTERED ON STIFFENED SEAT. VERTICAL LOCATION OF PLATE CAN SHIFT TO AVOID FINISHES/HVAC AND EXISTING REBAR. 14 ALIGN WEB OF C12 WITH WEB OF STIFFENED SEAT • 3• SCALE• 3' SECTION 13 12 CALE: 11 9'-O" 24'-0" 24"x24" CONC. COLUMN (E) (TYP.) CONC. BEAM (E) I \I\ CONCRETE WALL (E) SPLICE PLATES /; \SEE SE'E.bETAIL 2/S101 S-102 12" CONC. SLAB (E) CONCRETE WALL (E) NEW C12x30 + CONTINUOUS L3x3x3/8 4' -6"+/ - .."..1'.........i 41141111r. 411111' 16" STEEL BAR JOIST (E) CONC. SLAB ON METAL DECK (E) AREA TO BE DEMO'D PER DETAIL 1/S-201 i SLAB ON GRADE (E) CONC. SLAB ON METAL DECK OVER EXISTING STEEL JOISTS CONC. SLAB ON METAL DECK OVER (E) STEEL JOINTS 12" CONC. SLAB (E) 10 8 7 2 SCALE: 1!4"=1'-0' PARTIAL PLAN - SECOND FLOOR 6 5 SCALE: 1/4" = 1'-0" GENERAL NOTES: 1.0 ALL WORK SHALL BE COORDINATED AND APPROVED BY THE CORNELL STORE MANAGER. ANY EXISTING EQUIPMENT/MATERIAL LOCATED IN THE WORK AREA TO BE DEMOLISHED SHALL BE REMOVED TO AN APPROVED LOCATION PRIOR TO THE START OF OPERATIONS. THIS LOCATION SHALL BE APPROVED BY THE CORNELL STORE AGER. 2.0 PROVISIONS SHALL BE MADE TO REROUTE PERSONNEL SAFELY AROUND THE AREA BEING DEMOLISHED. 3.0 THE CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK AND/OR TEMPORARY RELOCATION OF UTILITIES WITH THE OWNER. CONTRACTOR SHALL MEET OWNER'S REQUIREMENTS INCLUDING SCHEDULING AND TIMING OF WORK. 5.0 ALL DETAILS SHOWN APPLY TO SIMILAR CONDITIONS. 6.0 THE FOLLOWING ITEMS REQUIRE SUBMITTALS FOR STRUCTURAL REVIEW: - STRUCTURAL STEEL - EPDXY ANCHORS 7.0 ABBREVIATIONS: (E) - EXISTING CONC. - CONCRETE UNO - UNLESS OTHERWISE NOTED CODES AND CRITERIA: 1.0 ALL STRUCTURAL WORK SHALL CONFORM TO THE BUILDING CODE OF THE STATE OF NEW YORK, LATEST EDITION AND ALL OTHER APPLICABLE LOCAL BUILDING CODES. STRUCTURAL STEEL NOTES: .0 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "STEEL CONSTRUCTION MANUAL" LATEST EDITION. 2.0 ALL STEEL DETAILS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS , AISC." 3.0 ALL WELDS SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH A.W.S SPECIFICATION D1.1, LATEST EDITIONS. ALL WELDING ELECTRODES SHALL CONFORM TO A.W.S. A5.1 GRADE E-70. BARE ELECTRODES AND GRANULAR FLUX SHALL CONFORM TO A.W.S A5.17, F70 A.W.S FLUX CLASSIFICATION. 4.0 STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS UNLESS OTHERWISE NOTED. 4.1 CHANNELS, PLATES ASTM A572 G DE 50 4.2 ANGLES ASTM A36 0 CONNECTION MATERIAL SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS 5.1 ANCHOR RODS, NUTS, WASHERS HAS RODS - ISO 898 CLASS 5.8 5.2 EPDXY ANCHOR SYSTEMS HIT -RE 500 -SD BY HILTI 6.0 ALL STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF FABRICATOR'S STANDARD RUST -INHIBITING PRIMER. ALL EXPOSED STRUCTURAL STEEL TO RECEIVE -SSPC-25 PAINT, TWO COAT SYSTEM, COLOR PER OWNER'S REQUIREMENT. DO NOT SHOP PAINT WITHIN 2 INCHES OF FIELD WELDS. 7.0 AFTER INSTALLATION, ALL DAMAGED AREAS IN THE SHOP AND/OR FINISHED COAT SHALL BE TOUCHED UP WITH SAME PAINT SYSTEM. 8.0 ANCHOR HOLE SIZE TO BE ANCHOR SIZE + 1/16 INCH. 9.0 CUTS, HOLES, COPES, ETC., MUST BE SUBMITTED FOR REVIEW. NOTES ENVIRONMENTAL HEALTH AND ARCH. CIVIL: ELEC. MECH. REVISIONS: DATE 9/252013 -ISSUE FOR CONSTRUCTION 3 CORNELL STORE - FIRST FLOOR CEILING 2 AREA OF WORK PLAN, SECTIONS, NOTES, SCOPE OF WORK AND AREA OF WORK SHEET 1 OF 2 S-101 P0345A 16 4 3 2 11 0 PHOTO OF SECOND FLOOR SLAB ADJACENT TO COLUMN E8 SCALE: NONE PHOTO WITHIN SOFFIT SCALE: COORDINATE DEMO EXTENTS WITH TOP OF CHANNEL LOCATION ALIGN WITH EDGE OF UNSUPPORTED SLAB BEYOND SOFFIT ORIGINAL 12" CONCRETE SLAB 101/2 "+1 - NONE EXISTING SLAB ON METAL DECK INFILL SHORE UNTIL CHANNEL IS INSTALLED r -- AREA TO BE SAWCUT AND DEMO'D TO PERMIT CHANNEL INSTALLATION MINIMUM AMOUNT OF REQUIRED CONCRETE REMOVAL SHOWN. NOTE CONTRACTOR IS PERMI 1 1 ED TO DEMO UP TO UNDERSIDE OF DECK AND INCREASE THICKNESS OF NONSHRINK GROUT AS REQUIRED. FULL EXTENT TO METAL DECK TO BE VERIFIED IN FIELD 16" STEEL BAR JOIST (E) 6' SCALE: 3"=1'-O" 16 I 15 PHOTO LOOKING EAST ALONG SECOND FLOOR SLAB AT COLUMN LINE "E" TOWARDS SOFFIT 14 13 12 11 SCALE: NONE 10 8 7 6 SLAB DEMO SECTION SCALE: 3" = 1,-0" 2 EXISTING CONDITION NOTES: 1.0 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS OF THE EXISTING CONSTRUCTION AS SHOWN ON THESE DRAWINGS AND IMMEDIATELY REPORT TO THE STRUCTURAL ENGINEER ANY AND ALL DISCREPANCIES OR OMISSIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY DETERMINE THE ACTUAL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION. 2.0 ALL EXISTING CONSTRUCTION ADJACENT TO WORK IS TO BE ADEQUATELY SUPPORTED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY NEW OR EXISTING CONSTRUCTION DAMAGED WHILE WORK IS IN PROGRESS. DEMOLITION NOTES: 1.0 THE CONTRACTOR SHALL USE QUALIFIED, EXPERIENCED PERSONNEL FOR DEMOLITION AND REMOVAL OPERATIONS. PERFORM DEMOLITION AND REMOVAL OPERATIONS IN A CAREFUL AND ORDERLY MANNER TO PREVENT HAZARDS TO PERSONS, DAMAGE TO PROPERTY, AND THE SPREADING OF DUST AND DEBRIS. 2.0 DO NOT REMOVE MORE OF THE EXISTING STRUCTURE THAN INDICATED ON CONTRACT DOCUMENTS. DO NOT DAMAGE, MAR, CUT OR DEFACE THE REMAINING STRUCTURE. 3.0 THE CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF REMOVING THE DEMOLISHED MATERIAL FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES, AND REGULATIONS. 4.0 PRIOR TO THE START OF WORK, VERIFY THAT THE SCOPE OF DEMOLITION INDICATED ON THE CONTRACT DOCUMENTS SHALL NOT DAMAGE, CUT OR DISRUPT SERVICE OF ANY MECHANICAL SYSTEM, ELECTRICAL SYSTEM OR UTILITY EMBEDDED IN THE EXISTING STRUCTURE. .0 ALL EXISTING FRAMING IS INDICATED FOR REFERENCE ONLY AND IS TO BE FIELD VERIFIED BY THE CONTRACTOR. VERIFY THE EXACT EXTENT OF DEMOLITION AT THE SITE. DETERMINE THE NATURE AND EXTENT OF DEMOLITION THAT WILL BE NECESSARY BY COMPARING THE CONTRACT DOCUMENTS WITH THE EXISTING CONSTRUCTION. 6.0 CONTRACTOR TO COORDINATE PROTECTION AND SUPPORT OF ALL ITEMS SUPPORTED BY PORTIONS OF THE STRUCTURE TO BE DEMOLISHED. 7.0 AREA ABOVE DEMOLITION SHALL BE CLOSED DURING THE CUTTING, DEMO AND INSTALLATION OF THE BEAM. WORK SEQUENCE KEYED DEMOLITION NOTES: ELECTRICAL CONTRACTOR TO FIELD VERIFY AND RELOCATE ELECTRICAL CONDUIT. 1A MAIN DATA CONDUIT TO BE TEMPORARILY MOVED AND SUPPORTED DURING CONSTRUCTION WHILE MAINTAINING CONTINUOUS SERVICE. O RELOCATE EXISTING LIGHT FIXTURES PER COORDINATION WITH FACILITIES ENGINEERING - ELECTRICAL SECTION. Q REMOVE DUCTWORK AND REINSTALL AS REQUIRED WITHIN SOFFIT TO PERMIT CONNECTION INSTALLATION. Q BUSH DOWN AND REPAIR WALL WITH REPAIR MORTAR TO PROVIDE FULL CONTACT BETWEEN STIFFENED SEAT AND WALL. O SHORE EXISTING SLAB ON METAL DECK , AND DEMO UNDERSIDE OF CONCRE I E SLAB PER DETAIL 1IS-101 AND 1/S-102. WORK SEQUENCE KEYED CONSTRUCTION NOTES: 01 INSTALL 3/4" PLATES TO COLUMN E8 AND CONCRETE WALL ALONG COLUMN LINE 9. SEE SHEET S-101 0 INSTALL STIFFENED SEAT TIGHT TO UNDERSIDE OF C12 AND PERFORM FIELD WELDS. SEE SHEET S-101 0 SHORE C12 INTO POSITION, FIELD WELD SPLICES AND DRY PACK BEARING FOR SLAB WHERE NOTED WITH HIGH STRENGTH NON SHRINK GROUT. SEE SHEET S-101 04 RESTORE DISRUPTED MEP, WALL AND SOFFIT FINISHES, FINAL TOUCH UP PAINTING ON STRUCTURAL STEEL 3 NOTES AND WORK SEQUENCE 2 1 WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. APPROVAL: ENViRtNdMENTAI HEALTH AND DATE: 1.27, ARCH• CIVIL• ELEC- MECH• REVISIONS: DATE: 9/25/2013 - ISSUE FOR CONSTRUCTION a) Y Q © Uz W Q, - co F— DATE: September 25, 2013 FACILITY 2088 DESIGN: M. REITER D N: PHOTOS, SECTION, NOTES AND WORK SEQUENCE SHEET 2 OF 2 S-102 P0345A A 16 f 15 14 } 13 2 1 0 PHOTO OF SECOND FLOOR SLAB ADJACENT TO COLUMN E8 SCALE: COORDINATE DEMO EXTENTS WITH TOP OF CHANNEL LOCATION ORIGINAL 12" CONCRETE SLAB ALIGN WITH EDGE OF UNSUPPORTED SLAB BEYOND SOFFIT 10 1/2 "+/- PHOTO WITHIN SOFFIT SCALE: NONE EXISTING SLAB ON METAL DECK INFILL SHORE UNTIL CHANNEL IS INSTALLED • 16" STEEL BAR JOIST (E) EXISTING CONDITION NOTES: 1.0 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS OF THE EXISTING CONSTRUCTION AS SHOWN ON THESE DRAWINGS AND IMMEDIATELY REPORT TO THE STRUCTURAL ENGINEER ANY AND ALL DISCREPANCIES OR OMISSIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY DETERMINE THE ACTUAL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION. 2.0 ALL EXISTING CONSTRUCTION ADJACENT TO WORK IS TO BE ADEQUATELY SUPPORTED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY NEW OR EXISTING CONSTRUCTION DAMAGED WHILE WORK IS IN PROGRESS. DEMOLITION NOTES: ARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. APPROVAL: DATE: 1.0 THE CONTRACTOR SHALL USE QUALIFIED, EXPERIENCED PERSONNEL FOR DEMOLITION AND REMOVAL OPERATIONS. PERFORM DEMOLITION AND REMOVAL OPERATIONS IN A CAREFUL AND ORDERLY MANNER TO PREVENT HAZARDS TO PERSONS, DAMAGE TO PROPERTY, AND THE SPREADING OF DUST AND DEBRIS. 2.0 DO NOT REMOVE MORE OF THE EXISTING STRUCTURE THAN INDICATED ON CONTRACT DOCUMENTS. DO NOT DAMAGE, MAR, CUT OR DEFACE THE REMAINING STRUCTURE. 3.0 THE CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF REMOVING THE DEMOLISHED MATERIAL FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES, AND REGULATIONS. 4.0 PRIOR TO THE START OF WORK, VERIFY THAT THE SCOPE OF DEMOLITION INDICATED ON THE CONTRACT DOCUMENTS SHALL NOT DAMAGE, CUT OR DISRUPT SERVICE OF ANY MECHANICAL SYSTEM, ELECTRICAL SYSTEM OR UTILITY EMBEDDED IN THE EXISTING STRUCTURE. 5.0 ALL EXISTING FRAMING IS INDICATED FOR REFERENCE ONLY AND IS TO BE FIELD VERIFIED BY THE CONTRACTOR. VERIFY THE EXACT EXTENT OF DEMOLITION AT THE SITE. DETERMINE THE NATURE AND EXTENT OF DEMOLITION THAT WILL BE NECESSARY BY COMPARING THE CONTRACT DOCUMENTS WITH THE EXISTING CONSTRUCTION. FACILSTIES ENGINEERING ENVIRONMENTAL HEALTH ANO SAF 9.2/7 ARCH t CML• ELEC• MECH' REVISIONS: DATE: 9/25/2013 - ISSUE FOR CONSTRUCTION A 6.0 CONTRACTOR TO COORDINATE PROTECTION AND SUPPORT OF ALL ITEMS SUPPORTED BY PORTIONS OF THE STRUCTURE TO BE DEMOLISHED. 7.0 AREA ABOVE DEMOLITION SHALL BE CLOSED DURING THE CUTTING, DEMO AND INSTALLATION OF THE BEAM. WORK SEQUENCE KEYED DEMOLITION NOTES: O ELECTRICAL CONTRACTOR TO FIELD VERIFY AND RELOCATE ELECTRICAL CONDUIT. 1A MAIN DATA CONDUIT TO BE TEMPORARILY MOVED AND SUPPORTED DURING CONSTRUCTION WHILE MAINTAINING CONTINUOUS SERVICE. 0 RELOCATE EXISTING LIGHT FIXTURES PER COORDINATION WITH FACILITIES ENGINEERING - ELECTRICAL SECTION. QREMOVE DUCTWORK AND REINSTALL AS REQUIRED WITHIN SOFFIT TO PERMIT CONNECTION INSTALLATION. QBUSH DOWN AND REPAIR WALL WITH REPAIR MORTAR TO PROVIDE FULL CONTACT BETWEEN STIFFENED SEAT AND WALL. OSHORE EXISTING SLAB ON METAL DECK , AND DEMO UNDERSIDE OF CONCRETE SLAB PER DETAIL 1/S-101 AND 1/S-102. WORK SEQUENCE KEYED CONSTRUCTION NOTES: O INSTALL 3/4" PLATES TO COLUMN E8 AND CONCRETE WALL ALONG COLUMN LINE 9. SEE SHEET S-101 Q INSTALL STIFFENED SEAT TIGHT TO UNDERSIDE OF C12 AND PERFORM FIELD WELDS. SEE SHEET S-101 O SHORE C12 INTO POSITION, HELD WELD SPLICES AND DRY PACK BEARING FOR SLAB WHERE NOTED WITH HIGH STRENGTH NON SHRINK GROUT. SEE SHEET S-101 0, RESTORE DISRUPTED MEP, WALL AND SOFFIT FINISHES, ANAL TOUCH UP PAINTING ON STRUCTURAL STEEL AREA TO BE SAWCUT AND DEMO'D TO PERMIT CHANNEL INSTALLATION 0 0 0 vJ cri©0) ® a O c LL© t U � CD U DATE: ' FACILITY: MINIMUM AMOUNT OF REQUIRED CONCRETE REMOVAL SHOWN. NOTE CONTRACTOR IS PERMITTED TO DEMO UP TO UNDERSIDE OF DECK AND INCREASE THICKNESS OF NONSHRINK GROUT AS REQUIRED. FULL EXTENT TO METAL DECK TO BE VERIFIED IN FIELD DESIGN: DRAWN: PHOTOS, SECTION, NOTES AND WORK SEQUENCE 3" SCALE: 3"=1'-0" PHOTO LOOKING EAST ALONG SECOND FLOOR S B AT COLUMN LINE "E" TOWARDS SOFFIT SCALE: SLAB DEMO SECTION SCALE: 3" =11-0" NOTES AND WORK SEQUENCE 16 15 14 13 12 0 SHEET 2 OF 2 S-102 P0345A