Dear HR Department;
I’m writing in response to your advertisement for a Construction Superintendent. I have over twenty nine years’ experience in the Construction field and over 15 years as a Construction Superintendent. I came up the ranks, by means of a 4 year Carpenter apprenticeship, Journeyman, Foreman and Superintendent in the Commercial side. Jobs ranging from Schools, Commercial Buildings, Condo Construction in San Francisco, Historic renovation and bridges, both in the private and public sector.
I’d like the opportunity to tell you more about my work experience and how my skill set could contribute to the successful day-to-day running of your company. I’d be happy to supply strong references at your request.
I look forward to discussing the position with you.
Sincerely,
Mark Kupiec
Mark Kupiec
Objective: Construction Superintendent
HIGHLIGHT OF QUALIFICATIONS:
28 years experience in Commercial Construction
Experience in buildings from ground up, concrete and structural steel
Experience in school s, shopping centers, bridges
Experience in both private and public construction, including both negotiated and hard bid
Responsible for total oversight of construction, sub coordination meetings, owner meetings
Responsible for direct contact with City officials, Inspectors, fire department, direct correspondence with structural engineer, civil engineer, and architects
Responsible for generating master schedule, three or four week projection, RFI’s
Responsible for job completion on time and within budget
EXPERIENCE
Swinerton Builders-Superintendent, responsible for seismic upgrade and reconstruction of Ghirardelli square, San Francisco CA., to time share condos Feb 06 To September 08
This consisted of two phases, Structural up grade, which consisted of concrete shear walls, spread footings and micro piles. New steel brace frames were erected from footings at level below ground and brought up to top floor, which was either 4 or 5 floors, or approximately 75 feet. In addition to this, center core was completed, which consisted of coring from top of brick parapet down to minus 3 feet below sidewalk elevation, which was approximately 60-80 feet. These cores were 8 inch in circumference, through existing brick, number 8 rebar was placed and high strength grout was poured
The difficulty was access on interior, as existing brick building was to remain intact. Existing roof was demo out while structural upgrade of roof was constructed, with means of new steel beams and purlins, along with elevator steel and other steel element for seismic.
This is a historic landmark of San Francisco, and a prestigious job for the City of San Francisco. The new facelift cosmetically, while maintaining a commercial area, and converting the duration of building’s to time share condo’s
Interior build out was metal stud frame, while the existing wood planks, columns and beams remained intact. Two new elevators installed, along with the modernization of three others. Also on interior was the construction of new hotel entry
Directly involved in pre-construction for phase one, along with constructing schedule
Direct responsibility of maintaining schedule, sub coordination meetings, safety, pulling permits and correspondence with structural engineer, landscape architect and building architect
Set up Inspections with City, Fire Inspector, coordination with Muni and DPW of San Francisco
Project cost-45 million
Suffolk Construction-Superintendent, responsible for construction of six story concrete structure with and existing historical facade maintained on union square in San Francisco Feb 2005-Feb 2006
This building consisted of ground up six story hybrid concrete pre-cast beams and planks, along with poured in place matt slab, upturn beams and shear walls, while the basement was shotcrete walls
Prior to construction an existing structure had to be in place to maintain a existing historical façade, which was dictated by the City of San Francisco
Demolition of existing buildings was needed prior to mass excavation. This being done, while maintaining existing façade, directly next to existing buildings, with a zero property line and working next to Cable car and one of the busiest intersections in the San Francisco area
While construction was under way, had to maintain coordination with Muni, ensuring public transportation was not disrupted, along with cable car and Macy’s department store and their loading zone, directly across the street
Coordination meetings were held with the City of San Francisco, DPT, DPW, MUNI, and Union Square association during construction of building
Direct contact with structural engineer, civil engineer and architect, which involved site meetings and RFI process
Direct oversight and supervision of sub contractors
Construction of building was maintained on 24 hour day and often times 7 day weeks to complete this fast track job
Weekly safety and coordination meetings with sub contractors
Project cost-30 million
Joe Cassidy Construction-Superintendent, responsible for construction of six stories poured in place concrete shell, with metal stud frame interior build out 2004-2006
Job oversight, from ground up through finish
Weekly sub coordination and safety meetings
Generated CPM (Microsoft Project) revised and up dated through job, along with three week projection for sub contractors. Responsibility to maintain schedule
Soil nail wall for retaining soil on three sides, as parking levels were minus 40 feet
Direct contact with structural engineer, civil engineer, architect, City inspector and Fire inspector
Direct responsibility of hands on metal stud framing
Project cost-20 million
South Bay Construction-Superintendent, responsible for construction of ten story concrete and structural steel building on hillside, with city park below (South), and neighborhood below (East), and freeway 280 directly to the West. Constructed four story structural steel building on time. With four story concrete parking garage and Structural steel building (58,000 square foot). 1998-2006
Ten story building, consisted of 4 level parking at minus 45 feet from ground level, and six floors of steel above ground level
Temporary shotcrete, soil nail walls were constructed
Permanent concrete shear walls, caissons and concrete footings, slab and columns were constructed for the four level parking below ground level
Structural steel and metal decking above ground level, with shear walls poured through top out
Generated baseline schedule, while responsible to maintain
Conducted weekly sub coordination and safety meetings
Direct coordination with structural engineer, civil engineer and architect City inspection
Project cost-24 million
Fast Track four story structural steel building (60,000 square feet), with four stories poured in place concrete parking garage
Responsible for oversight of construction of both steel structure and parking garage concurrent
Conducted weekly sub coordination and safety meeting
Generated CPM schedule (Microsoft Project) and responsible of maintaining schedule
Responsible for City and Fire inspections
Direct contact with structural engineer, architect and RFI process
Through job close out-turn key
Structural steel building
Concrete footings and pad, with four floors of structural steel, metal decking and light weight concrete
Education
San Jose State-Construction Management
Hayward State-Construction Management
STS-Safety course
Computer application courses-MCSC
References upon request
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