Loading...
HomeMy WebLinkAboutA102 SECOND FLOOR PLANProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: Ca r m e l C i t y C e n t e r Bu i l d i n g D Ca r m e l , IN 46 0 3 2 85 0 S o u t h R a n g e l i n e R o a d COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date EJD, JLS, JAW, AJR JAW PEDCOR DESIGN GROUP LLC NASH BUILDING A102 SECOND FLOOR PLAN Bid Set 05.15.2012 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2012 JAMES R. STUTZMAN, AIA, Carmel, Indiana. STATE RELEASE SET OF 136SHEET 22 1 2 3 4 • 20% Design Development 07.01.11 • 10% Construction Documents 07.29.11 • 20% Construction Documents 08.25.11 • 50% Construction Documents 10.07.11 • Structural Coordination 11.11.11 • 75% Arch. Const. Documents 12.16.11 • 90% Arch. Q.C. Review 02.17.12 • 95% Arch. Q.C. Review 04.12.12 • 100% C.D. Set 05.15.12 AD.001 05.29.12 AD.002 06.04.12 AD.003 06.14.12 AD.004 06.21.12 E R 282216 H 11 SCALE: NTS PLAN NORTH KEY PLAN BLDG D alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building D:D.CAD:D.Shell:Bldg D Shell.plp, Date printed: 6/25/12 STATE RELEASE SET N 2 2 2 2 2 2 2 D220D219 D206 D204 D202D210D208 D212 D215 D214 4 4 3 3 2 2 1 1 5 5 6 6 7 7 8 8 9 9 10 10 B B A A C C A.5 A.5 A.4 A.4 A.2 A.2 3.7 7.4 9.4 9.7 1.2 1.8 2.4 2.9 3.9 4.2 4.43.8 5.3 5.7 6.6 7.36.7 7.2 8.2 8.5 9.3 9.8 2.3 4.5 6.5 8.6 DD .5 .5E1 A401 E1 A402 D1 A403 E2 A110 E3 A110 E2 A110 E3 A110 1 A302 2 A302 1 A303 2 A303 3 A303 1 A305 2 A305 1 A307 2 A307 1 A308 2 A310 3 A310 1 A304 2 A304 3 A304 1 A304 1 A304 1 A304 1 A304 1 A304 1 A303 2 A303 3 A303 2 A302 2 A304 2 A308 1 A309 3 A309 2 A306 3 A308 2 A306 2 A306 1 A307 1 A307 1 A308 1 A308 2 A307 2 A307 2 A308 3 A308 1 A301 1 A301 3 A301 3 A301 4 A303 1 A308 2 A307 1 A310 3 A303 2 A308 1 A307 F3 A201 F1 A201 1 A202 1 A203 9'-1 1/4" 32 ' - 3 7 / 8 " 5 1 / 2 " 6' - 6 3 / 8 " 5 1 / 2 " 23 ' - 3 1 / 2 " 3 1 / 2 " 30 ' - 1 1 5 / 8 " 32 ' - 5 3 / 8 " 20 ' - 3 1 / 4 " 20 ' - 4 3 / 4 " 21 ' - 3 5 / 8 " 20 ' - 4 " 32'-6 7/8"3 1/2"5'-2 5/8"8 5/8"37'-3 1/8"9"50'-3 3/8"9"50'-3 3/8"9"37'-3"9"25'-2 3/8" 19'-4" 243'-11 5/8"9' 13'230'-11 5/8"9' 25'-2 1/2"9"37'-3"9"37'-3"9"25'-2 1/4"9"37'-3"9"37'-3"9"25'-2 3/8" 32 ' - 3 7 / 8 " 5 1 / 2 " 6' - 6 3 / 8 " 5 1 / 2 " 32 ' - 3 7 / 8 " 12'-11 3/4"6'-8"19'-4"204'-1 5/8"8'-11 1/4" 243'-1 3/8" 73 ' - 1 3 / 8 " 13'230'-1 3/8"8'-11 1/4" 43 ' 30 ' - 1 3 / 8 " 73 ' - 1 3 / 8 " 243'-11 5/8"9' 243'-1 3/8" 12'-11 3/4"6'-8"19'-4"204'-1 5/8"8'-11 1/4" 13'230'-1 3/8"8'-11 1/4" 13'230'-11 5/8"9' 43 ' 30 ' - 1 3 / 8 " 73 ' - 1 3 / 8 " 43 ' 30 ' - 1 1 5 / 8 " 73 ' - 1 1 5 / 8 " 32 ' - 5 3 / 8 " 20 ' - 3 1 / 4 " 20 ' - 4 3 / 4 " 73 ' - 1 3 / 8 " 32 ' - 4 " 21 ' - 3 5 / 8 " 20 ' - 4 " 73 ' - 1 1 5 / 8 " 7'-10 1/2"3 1/2" 13'-1/4"13'-1/8" 14 ' - 1 0 3 / 8 " 1 A306 2 A306 1 A310 1 A311 F3 A415 3 3 3 3 3 15 15 8 15 15 8 W 6 D W 6 D W 6 D W 6 D W 6 D W 6 D W 6 D W 6 D W 6 D 1515 15 15 W 6 B W 6 B W 6 B W4B W4AA W4AA W4AA W4AA W4AA W4AA W4AA W4AA W4AA W 6 B W4A W4AIR W4B M8 M 8 M 8 M8 W4AA W4B W 6 B W4B W 1 . 5 A W 4 A W4B W4B W4A W 4 A W 4 B W4A W4B W4B W4A W 4 A W4A W 6 D W6D W 6 D W6D W6D W6D W 6 D W 6 D W 6 D W 6 D W6D W 4 A M 8 M8 M8 M 8 W4A ELEV. TERRACE TERRACE TERRACE TERRACETERRACETERRACE ELEV. TYP.TYP. TYP. TYP. UPDN UP DN UNIT D APT. 212 UNIT A APT. 210 UNIT A2 APT. 208 UNIT A2 APT. 206 UNIT A APT. 204 UNIT B APT. 202 UNIT B APT. 201 UNIT A APT. 203 UNIT A3 APT. 205 UNIT B APT. 207 UNIT A APT. 209 UNIT A APT. 211 UNIT B APT. 213 STR-1 215 CORR. 216 CORR. 217 ELEV. LOBBY 218 MEP/IT 219 ENVAC 220 STR-2 214 M8 2 A301 2 A301 12211221 1 1111221 1 11 11 2 2 1 11 11 1 1 1111 21 1 2 2 2 1 1 2 1 1221 1 22 1 PLAN NOTES:1. ALIGN FINISHED FACES.2. PRE-MANUFACTURED STAIR.3. NEW RECESSED FIRE EXTINGUISHER CABINET TO BE INSTALLED INWALL AT THIS LOCATION WITH TOP OF CABINET AT 54" AFF. PAINT TOMATCH ADJACENT WALL SURFACE.4. ENVAC WASTE REMOVAL CHUTE.5. BIKE RACK. (ALTERNATE)6. STANDARD DOUBLE TIER LOCKERS WITH RECESSED LATCH.(ALTERNATE)7. FIBERGLASS WALL BOARD FROM FIN. FLOOR TO +48".8. STAINLESS STL. CORNER GUARD.9. DOOR ACCESS READER. REFERENCE E-SERIES DRAWINGS.10. RECESSED MAILBOXES. SEE ENLARGED PLAN & A3/A415 ELEVATIONFOR LAYOUT OF WALL AND MAIL UNITS.11. ADA LAMINATED WD. BENCH AND STL. PEDESTAL LEGS. (ALTERNATE)12. WALK-OFF MAT.13. EXTENT OF FRP BOARD.14. INTERIOR DEMISING WALL NOT TO BE INSTALLED. PROVIDE UNIT PRICEPER WALL. 15. REF. DETAILS E2/A110 AND E3/A110 FOR DIMENSIONAL CLARITY. 16. DOWNSPOUT, REFERENCE ELEVATION SHEETS. TERMINATE D.S. INTO DRAIN TILE; REFERENCE CIVIL DRAWINGS. 17. REFERNCE S-SERIES DRAWINGS FOR LOCATIONS OF WALL OPENINGS IN INTERIOR LOAD BEARING WALL. TENANT SIDE SHALL BE A MINIMUM OF LEVEL 4 FINISH. ALL OPENINGS IN THIS WALL MUST BE WRAPPED WITH A 2 HOUR ASSEMBLY REFERENCE F5/A602. HEADERS TO BE UP TIGHT AGAINST WALL TOP PLATES, TYPICAL. 18. REFERNCE S-SERIES DRAWINGS FOR LOCATIONS OF WALL OPENINGS IN INTERIOR LOAD BEARING WALL. INFILL OPENINGS W/ 1-HOUR RATED WALL PANELS AND FIRE TAPE AT WALL JOINTS. TENANT SIDE SHALL BE A MINIMUM OF LEVEL 4 FINISH. 19. KNOX BOX. 20. ENUNCIATOR PANEL. 21. ATTIC ACCESS PANEL ABOVE, REF. DETAIL C3/A506. 22. REFERENCE SHEET A90 FOR LOW WALL AND SITE PLAN INFORMATION. 23 PROVIDE A 28" WIDE BY 32" HIGH OPENING IN THESE 2X8 WALLS. REFERENCE THE S-SERIES DRAWINGS FOR THE REQUIRED HEAD DETAILS WITH JAMB AN CRIPPLE ASSEMBLIES. HEADS ARE TO BE (4) 2X12'S. TOP OF OPENING TO ALIGN WITH THE TOP OF STOREFRONT OPENINGS. OPENINGS SHALL BE WRAPPED WHEN 2-HOUR RATED (INDICATED BY THE LIFE SAFETY PLANS) PER DETAIL F5/A602. GENERAL NOTES: 1. Nothing set forth in these drawings shall release any contractor from his responsibility to provide appropriate quantities, field measurements, dimensional stability, installation, anchorage, and coordination with other trades; or release him from his responsibility to identify and resolve deviations from the requirements of the contract documents, or free him of his responsibility to alert designer to errors or omission. 2. Contractor shall utilize these drawings in conjunction with the specifications to determine the full scope, intent and requirements of the project. Specifications and drawings are intended to be complementary, not mutually exclusive. Work shown on the drawings but not listed in the specifications, and work described in the specifications but not shown on the drawings shall be interpreted as though work were fully described in both places. The higher quantity, higher quality, more labor intensive and overall more stringent and more costly requirement shall apply unless otherwise clarified in writing prior to bid. 3. Each contractor shall verify in the field all existing applicable conditions and dimensions shown on the drawings and as pertinent to the intent of these drawings. Any discrepancy discovered shall be brought to the attention of the designer prior to the commencement of any work affected by, or related to, such discrepancy. Each contractor shall be responsible for all costs associated with, or caused by his failure to comply with this requirement. 4. Each contractor shall review all portions of his work, before starting the work, to verify that the work will not prohibit completion of the project as intended in these construction documents. All questions shall be referred to the designer for resolution. 5. Each contractor shall field verify all existing applicable conditions and dimensions shown on the drawings. As pertains to the intent of these drawings, contractor shall bring to the attention of the architect and designer any discrepancies discovered prior to the commencement of any work affected by or related to such discrepancy. Each contractor shall be responsible for all costs associated with or caused by that contractor’s failure to comply with this requirement. 6. ALL DIMS. TO EXT. WALLS ARE TO OUTSIDE FACE OF SHEATHING. STRUCTURAL DRAWINGS ARE TO OUTSIDE FACE OF STUD. 7. ALL DIMS. TO INT. PARTITION WALLS ARE TO FACE OF FRAMING. 8. ALL DIMS. TO EAST/ WEST DIMISING WALLS ARE TO CENTER OF WALL ASSEMBLY. 9. TOP OF FIRST FLOOR = 0'-0" = 839.50' (NOT INCLUDING FLOOR FINISH THICKNESS) 10. ALL WORK SHOWN IN THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. 11. REFER TO SHEET A002 FOR WALL TYPES. 12. REFER TO SHEET A601 FOR DOOR TYPES. 13. ALL NEW DOORS TO BE INSTALLED WITH HINGE 4" MINIMUM AWAY FROM WALL. 14. PAINT ALL HOLLOW METAL DOORS AND FRAMES EXPOSED STEEL HANDRAILS AND GUARDRAILS. 15. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR AND WINDOW FRAMES. 16. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. 17. MAXIMUM SPACING BETWEEN GYP. BD. CONTROL JOINTS (C.J.) SHALL BE 30'-0". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24'-0". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON-LOAD BEARING WALLS, AT ALL ABRUPT CHANGES IN WALL HEIGHT, AT ALL CHANGES OF WALL THICKNESS, AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E BEFORE CONSTRUCTION. 18. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE FOR DOORS ON AN ACCESSIBLE ROUTE. 19. ALL WOOD FRAMED WALLS SHALL EXTEND TO DECK ABOVE AND BE PROVIDED WITH FIRE STOP SEALANT UNLESS NOTED OTHERWISE. 20. DO NOT SCALE DRAWINGS, CONTACT ARCHITECT IF SPECIFIC DIMENSION IS NEEDED. 21. PROVIDE CONCEALED FIRE RATED WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. 22. ALL NEW FIRE EXTINGUISHER CABINETS TO BE FINISHED TO MATCH ADJACENT WALL FINISH AND INSTALLED ACCORDING TO CODE. LIFESAFETY CONTRACTOR TO VERIFY PLACEMENT AND COUNT OF FIRE EXTINGUISHERS THROUGHOUT THE SPACE. IF ADDITIONAL FIRE EXTINGUISHER LOCATIONS ARE NEEDED, A PLAN MUST BE SUBMITTED TO THE DESIGNER FOR REVIEW OF AESTHETIC PURPOSES ONLY. 23. APPLY SEALANT AT ALL PLUMBING FIXTURES, AT JUNCTURE WITH WALL, AND AT ALL COUNTERTOPS AND BACKSPLASH JUNCTURES. 24. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF TOP LAYER OF SOUND ISOLATION SYSTEM AND NEW FLOOR FINISHES AS SCHEDULED. SEE XXX FOR DETAILS. 25. COORDINATE CLEARANCE AND ACCESS FOR MECHANICAL UNITS WITH MECHANICAL PLANS. CONTACT ARCHITECT TO COORDINATE ISSUES. 26. CEMENT BOARD TO BE USED IN ALL SECTIONS AND PORTIONS OF WALL AND CEILINGS W/ TILE FINISH. SEE FINISH PLANS AND REFERENCE CEILING PLANS TO COORDINATE FINISH LOCATION. 27. TWO HOUR LOAD BEARING EXTERIOR WALLS ON FIRST FLOOR RECEIVING STRUCTURAL SHEATHING MUST RECEIVE ADDITIONAL 5/8" DENSGLASS, TYPE X ON THE OUT SIDE FACE OVER STRUCTURAL SHEATHING. GENERAL NOTES:1. Nothing set forth in these drawings shall release any contractor from his responsibility to provide appropriate quantities, field measurements, dimensional stability, installation, anchorage, and coordination with other trades; or release him from his responsibility to identify and resolve deviations from the requirements of the contract documents, or free him of his responsibility to alert designer to errors or omission.2. Contractor shall utilize these drawings in conjunction with the specifications to determine the full scope, intent and requirements of the project. Specifications and drawings are intended to be complementary, not mutually exclusive. Work shown on the drawings but not listed in the specifications, and work described in the specifications but not shown on the drawings shall be interpreted as though work were fully described in both places. The higher quantity, higher quality, more labor intensive and overall more stringent and more costly requirement shall apply unless otherwise clarified in writing prior to bid.3. Each contractor shall verify in the field all existing applicable conditions and dimensions shown on the drawings and as pertinent to the intent of these drawings. Any discrepancy discovered shall be brought to the attention of the designer prior to the commencement of any work affected by, or related to, such discrepancy. Each contractor shall be responsible for all costs associated with, or caused by his failure to comply with this requirement. 4. Each contractor shall review all portions of his work, before starting the work, to verify that the work will not prohibit completion of the project as intended in these construction documents. All questions shall be referred to the designer for resolution. 5. Each contractor shall field verify all existing applicable conditions and dimensions shown on the drawings. As pertains to the intent of these drawings, contractor shall bring to the attention of the architect and designer any discrepancies discovered prior to the commencement of any work affected by or related to such discrepancy. Each contractor shall be responsible for all costs associated with or caused by that contractor’s failure to comply with this requirement. 6. ALL DIMS. TO EXT. WALLS ARE TO OUTSIDE FACE OF SHEATHING. STRUCTURAL DRAWINGS ARE TO OUTSIDE FACE OF STUD. 7. ALL DIMS. TO INT. PARTITION WALLS ARE TO FACE OF FRAMING. 8. ALL DIMS. TO EAST/ WEST DIMISING WALLS ARE TO CENTER OF WALL ASSEMBLY. 9. TOP OF FIRST FLOOR = 0'-0" = 839.50' (NOT INCLUDING FLOOR FINISH THICKNESS) 10. ALL WORK SHOWN IN THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. 11. REFER TO SHEET A002 FOR WALL TYPES. 12. REFER TO SHEET A601 FOR DOOR TYPES. 13. ALL NEW DOORS TO BE INSTALLED WITH HINGE 4" MINIMUM AWAY FROM WALL. 14. PAINT ALL HOLLOW METAL DOORS AND FRAMES EXPOSED STEEL HANDRAILS AND GUARDRAILS. 15. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR AND WINDOW FRAMES. 16. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. 17. MAXIMUM SPACING BETWEEN GYP. BD. CONTROL JOINTS (C.J.) SHALL BE 30'-0". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24'-0". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON-LOAD BEARING WALLS, AT ALL ABRUPT CHANGES IN WALL HEIGHT, AT ALL CHANGES OF WALL THICKNESS, AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E BEFORE CONSTRUCTION. 18. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE FOR DOORS ON AN ACCESSIBLE ROUTE. 19. ALL WOOD FRAMED WALLS SHALL EXTEND TO DECK ABOVE AND BE PROVIDED WITH FIRE STOP SEALANT UNLESS NOTED OTHERWISE. 20. DO NOT SCALE DRAWINGS, CONTACT ARCHITECT IF SPECIFIC DIMENSION IS NEEDED. 21. PROVIDE CONCEALED FIRE RATED WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. 22. ALL NEW FIRE EXTINGUISHER CABINETS TO BE FINISHED TO MATCH ADJACENT WALL FINISH AND INSTALLED ACCORDING TO CODE. LIFESAFETY CONTRACTOR TO VERIFY PLACEMENT AND COUNT OF FIRE EXTINGUISHERS THROUGHOUT THE SPACE. IF ADDITIONAL FIRE EXTINGUISHER LOCATIONS ARE NEEDED, A PLAN MUST BE SUBMITTED TO THE DESIGNER FOR REVIEW OF AESTHETIC PURPOSES ONLY. 23. APPLY SEALANT AT ALL PLUMBING FIXTURES, AT JUNCTURE WITH WALL, AND AT ALL COUNTERTOPS AND BACKSPLASH JUNCTURES. 24. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF TOP LAYER OF SOUND ISOLATION SYSTEM AND NEW FLOOR FINISHES AS SCHEDULED. SEE XXX FOR DETAILS. 25. COORDINATE CLEARANCE AND ACCESS FOR MECHANICAL UNITS WITH MECHANICAL PLANS. CONTACT ARCHITECT TO COORDINATE ISSUES. 26. CEMENT BOARD TO BE USED IN ALL SECTIONS AND PORTIONS OF WALL AND CEILINGS W/ TILE FINISH. SEE FINISH PLANS AND REFERENCE CEILING PLANS TO COORDINATE FINISH LOCATION. 27. TWO HOUR LOAD BEARING EXTERIOR WALLS ON FIRST FLOOR RECEIVING STRUCTURAL SHEATHING MUST RECEIVE ADDITIONAL 5/8" DENSGLASS, TYPE X ON THE OUT SIDE FACE OVER STRUCTURAL SHEATHING. GENERAL NOTES:1. Nothing set forth in these drawings shall release any contractor from his responsibility to provide appropriate quantities, field measurements, dimensional stability, installation, anchorage, and coordination with other trades; or release him from his responsibility to identify and resolve deviations from the requirements of the contract documents, or free him of his responsibility to alert designer to errors or omission.2. Contractor shall utilize these drawings in conjunction with the specifications to determine the full scope, intent and requirements of the project. Specifications and drawings are intended to be complementary, not mutually exclusive. Work shown on the drawings but not listed in the specifications, and work described in the specifications but not shown on the drawings shall be interpreted as though work were fully described in both places. The higher quantity, higher quality, more labor intensive and overall more stringent and more costly requirement shall apply unless otherwise clarified in writing prior to bid.3. Each contractor shall verify in the field all existing applicable conditions and dimensions shown on the drawings and as pertinent to the intent of these drawings. Any discrepancy discovered shall be brought to the attention of the designer prior to the commencement of any work affected by, or related to, such discrepancy. Each contractor shall be responsible for all costs associated with, or caused by his failure to comply with this requirement.4. Each contractor shall review all portions of his work, before starting the work, to verify that the work will not prohibit completion of the project as intended in these construction documents. All questions shall be referred to the designer for resolution.5. Each contractor shall field verify all existing applicable conditions and dimensions shown on the drawings. As pertains to the intent of these drawings, contractor shall bring to the attention of the architect and designer any discrepancies discovered prior to the commencement of any work affected by or related to such discrepancy. Each contractor shall be responsible for all costs associated with or caused by that contractor’s failure to comply with this requirement.6. ALL DIMS. TO EXT. WALLS ARE TO OUTSIDE FACE OF SHEATHING. STRUCTURAL DRAWINGS ARE TO OUTSIDE FACE OF STUD.7. ALL DIMS. TO INT. PARTITION WALLS ARE TO FACE OF FRAMING.8. ALL DIMS. TO EAST/ WEST DIMISING WALLS ARE TO CENTER OF WALL ASSEMBLY.9. TOP OF FIRST FLOOR = 0'-0" = 839.50' (NOT INCLUDING FLOOR FINISH THICKNESS)10. ALL WORK SHOWN IN THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID.11. REFER TO SHEET A002 FOR WALL TYPES.12. REFER TO SHEET A601 FOR DOOR TYPES.13. ALL NEW DOORS TO BE INSTALLED WITH HINGE 4" MINIMUM AWAY FROM WALL.14. PAINT ALL HOLLOW METAL DOORS AND FRAMES EXPOSED STEEL HANDRAILS AND GUARDRAILS. 15. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR AND WINDOW FRAMES. 16. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. 17. MAXIMUM SPACING BETWEEN GYP. BD. CONTROL JOINTS (C.J.) SHALL BE 30'-0". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24'-0". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON-LOAD BEARING WALLS, AT ALL ABRUPT CHANGES IN WALL HEIGHT, AT ALL CHANGES OF WALL THICKNESS, AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E BEFORE CONSTRUCTION. 18. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE FOR DOORS ON AN ACCESSIBLE ROUTE. 19. ALL WOOD FRAMED WALLS SHALL EXTEND TO DECK ABOVE AND BE PROVIDED WITH FIRE STOP SEALANT UNLESS NOTED OTHERWISE. 20. DO NOT SCALE DRAWINGS, CONTACT ARCHITECT IF SPECIFIC DIMENSION IS NEEDED. 21. PROVIDE CONCEALED FIRE RATED WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. 22. ALL NEW FIRE EXTINGUISHER CABINETS TO BE FINISHED TO MATCH ADJACENT WALL FINISH AND INSTALLED ACCORDING TO CODE. LIFESAFETY CONTRACTOR TO VERIFY PLACEMENT AND COUNT OF FIRE EXTINGUISHERS THROUGHOUT THE SPACE. IF ADDITIONAL FIRE EXTINGUISHER LOCATIONS ARE NEEDED, A PLAN MUST BE SUBMITTED TO THE DESIGNER FOR REVIEW OF AESTHETIC PURPOSES ONLY. 23. APPLY SEALANT AT ALL PLUMBING FIXTURES, AT JUNCTURE WITH WALL, AND AT ALL COUNTERTOPS AND BACKSPLASH JUNCTURES. 24. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF TOP LAYER OF SOUND ISOLATION SYSTEM AND NEW FLOOR FINISHES AS SCHEDULED. SEE XXX FOR DETAILS. 25. COORDINATE CLEARANCE AND ACCESS FOR MECHANICAL UNITS WITH MECHANICAL PLANS. CONTACT ARCHITECT TO COORDINATE ISSUES. 26. CEMENT BOARD TO BE USED IN ALL SECTIONS AND PORTIONS OF WALL AND CEILINGS W/ TILE FINISH. SEE FINISH PLANS AND REFERENCE CEILING PLANS TO COORDINATE FINISH LOCATION. 27. TWO HOUR LOAD BEARING EXTERIOR WALLS ON FIRST FLOOR RECEIVING STRUCTURAL SHEATHING MUST RECEIVE ADDITIONAL 5/8" DENSGLASS, TYPE X ON THE OUT SIDE FACE OVER STRUCTURAL SHEATHING. PLAN NOTES: 1. ALIGN FINISHED FACES. 2. PRE-MANUFACTURED STAIR. 3. NEW RECESSED FIRE EXTINGUISHER CABINET TO BE INSTALLED IN WALL AT THIS LOCATION WITH TOP OF CABINET AT 54" AFF. PAINT TO MATCH ADJACENT WALL SURFACE. 4. ENVAC WASTE REMOVAL CHUTE. 5. BIKE RACK. (ALTERNATE) 6. STANDARD DOUBLE TIER LOCKERS WITH RECESSED LATCH. (ALTERNATE) 7. FIBERGLASS WALL BOARD FROM FIN. FLOOR TO +48". 8. STAINLESS STL. CORNER GUARD. 9. DOOR ACCESS READER. REFERENCE E-SERIES DRAWINGS. 10. RECESSED MAILBOXES. SEE ENLARGED PLAN & A3/A415 ELEVATION FOR LAYOUT OF WALL AND MAIL UNITS. 11. ADA LAMINATED WD. BENCH AND STL. PEDESTAL LEGS. (ALTERNATE) 12. WALK-OFF MAT. 13. EXTENT OF FRP BOARD. 14. INTERIOR DEMISING WALL NOT TO BE INSTALLED. PROVIDE UNIT PRICE PER WALL. 15. REF. DETAILS E2/A110 AND E3/A110 FOR DIMENSIONAL CLARITY. 16. DOWNSPOUT, REFERENCE ELEVATION SHEETS. TERMINATE D.S. INTO DRAIN TILE; REFERENCE CIVIL DRAWINGS. 17. REFERNCE S-SERIES DRAWINGS FOR LOCATIONS OF WALL OPENINGS IN INTERIOR LOAD BEARING WALL. TENANT SIDE SHALL BE A MINIMUM OF LEVEL 4 FINISH. ALL OPENINGS IN THIS WALL MUST BE WRAPPED WITH A 2 HOUR ASSEMBLY REFERENCE F5/A602. HEADERS TO BE UP TIGHT AGAINST WALL TOP PLATES, TYPICAL. 18. REFERNCE S-SERIES DRAWINGS FOR LOCATIONS OF WALL OPENINGS IN INTERIOR LOAD BEARING WALL. INFILL OPENINGS W/ 1-HOUR RATED WALL PANELS AND FIRE TAPE AT WALL JOINTS. TENANT SIDE SHALL BE A MINIMUM OF LEVEL 4 FINISH. 19. KNOX BOX. 20. ENUNCIATOR PANEL. 21. ATTIC ACCESS PANEL ABOVE, REF. DETAIL C3/A506. 22. REFERENCE SHEET A90 FOR LOW WALL AND SITE PLAN INFORMATION. 23 PROVIDE A 28" WIDE BY 32" HIGH OPENING IN THESE 2X8 WALLS. REFERENCE THE S-SERIES DRAWINGS FOR THE REQUIRED HEAD DETAILS WITH JAMB AN CRIPPLE ASSEMBLIES. HEADS ARE TO BE (4) 2X12'S. TOP OF OPENING TO ALIGN WITH THE TOP OF STOREFRONT OPENINGS. OPENINGS SHALL BE WRAPPED WHEN 2-HOUR RATED (INDICATED BY THE LIFE SAFETY PLANS) PER DETAIL F5/A602. SCALE: 1/8" = 1'-0"1 SECOND FLOOR 0 4'8'16'