(SHELL AND CORE – HYDE PARK – TWO TENANT IMPROVEMENT PERMITS TO FOLLOW) (DRH18-00519) (CUP18-00101) (5-22-19 PLAN MODIFICATION TO EVALUATE THE PARTY WALLS LOCATED ON PROPERTY LINES AS FIRE WALLS WITHOUT OPENINGS INSTEAD OF BEING EVALUATED AS PROPERTY LINE WALLS. ALL PARAPETS ON PARTY WALLS HAVE BEEN DELETED. EACH 2-HR PARTY WALL IS ALLOWED TO TERMINATE AT THE UNDERSIDE OF THE ROOF DECK. THE CEILINGS LOCATED NEXT TO THE PARTY WALLS ON EACH SIDE AND THEIR SUPPORTING CONSTRUCTION ARE REQUIRED TO HAVE A MINIMUM 1-HR FIRE-RESISTANCE-RATING, NO OPENINGS . . .) (3-12-19 PLAN MODIFICATION TO REVISE THE DRAWINGS: (1) TO REFLECT EXISTING STRUCTURAL CONDITIONS, TO MODIFY THE ROOF FRAMING PLAN, TO INCREASE THE SIZE OF CONCRETE FOOTINGS, TO RELOCATE OR REORIENT ROOF TOP HVAC UNITS, TO CREATE ROOF OPENINGS FOR HVAC DUCTS, TO SHOW FUTURE ROOF TOP EQUIPMENT TO SERVE A FUTURE KITCHEN, TO EXTEND 2-HR PARAPETS ON PROPERTY LINE WALLS, AND TO CREATE A ROOF OPENING FOR A NEW SKYLIGHT; (2) TO DO ADDITIONAL MECHANICAL, PLUMBING, AND ELECTRICAL WORK FOR THE FUTURE SOUTH TENANT SPACE; AND (3) TO MODIFY THE WATER METER AND SERVICE LOCATION DUE TO EXISTING CONDITIONS. ACCORDING TO THE REVISED CERTIFICATE OF VALUE, THE VALUE OF THE WORK IS INCREASING BY $40,000. THE AVERAGE POWER USED FOR LIGHTING IN THE SOUTH TENANT SPACE WILL BE ABOUT .42 WATTS PER SQUARE FOOT. THIS PERMIT IS NOT INTENDED TO ESTABLISH A CERTIFICATE OF OCCUPANCY FOR ANY TENANT. SEPARATE TENANT IMPROVEMENT PERMITS ARE REQUIRED TO ESTABLISH OCCUPANCY.) This building does not have a fire sprinkler system. To avoid a fire sprinkler system, the fire area that will contain a future A-2 Occupancy is limited to 99 occupants. Interior nonstructural demolition work was done under permit BLD19-00126. To perform shell and core work to an existing 4,067 square foot building in preparation for two future tenants (about 2,022 square feet and about 1,946 square feet) that will each apply for their own tenant improvement permit. One tenant is expected to be a bar and one tenant is expected to be a restaurant/bakery. Work is to include constructing the 2nd half of a 2-hr party wall at the North property line from the top of an existing masonry wall to the roof deck (the 1st half was constructed under permit BLD15-03600) and constructing a 2-hr parapet on top of that wall, upgrading an existing interior wall to comply as a 2-hr fire barrier wall to create separate fire areas, a 1-hr ceiling membrane throughout the building in lieu of a parapet on a portion of the party wall at the North property line and in lieu of a parapet on the party wall at the South property line, new concrete floor slabs on grade, a recessed alcove for an exit door at the alley, new glass high-lift overhead door, new store front door, new windows, 4 toilet rooms accessible to the disabled, new roof membrane above R-30 continuous insulation installed on top of the roof deck (existing removed down to the roof deck), 342 square foot exterior concrete patio, wood and chain link trash enclosure, new skylights on existing curbs, and changing existing doors to be outswing doors at the public way with substantial planters to direct the passing public away from the doors. Structural work includes concrete footings, new masonry wall infills, steel moment frames with steel columns and steel beams, new roof joists to support new roof top HVAC units, new roof joists to replace failing or damaged roof joists, new roof beams, ties between a portion of the roof diaphragm and reconstructed exterior walls, and a steel header and jambs at a new opening in an exterior masonry wall. Special Inspection is required for soils, concrete, masonry, structural steel (including welding and bolting), and for post-installed anchors in hardened concrete (including epoxy anchors and Titan anchors). The work is required to comply with the approved drawings, with the structural design, with the plan review report, and with all applicable codes and ordinances. **CJW**