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Reso 2012-1869
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Reso 2012-1869
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Last modified
6/7/2013 10:27:13 AM
Creation date
3/19/2012 4:54:18 PM
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CityClerk-Resolutions
Resolution Type
Resolution
Resolution Number
2012-1869
Date (mm/dd/yyyy)
03/15/2012
Description
RFP 12-01-01 agmt w/American Bldg. Engineers, Inc. for Restroom Structural Beam
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<br />American Building Engineers, Inc. <br />Partial Project List <br />Project NI: <br /> <br /> <br />Alfll- Oamma Seafood Corp. <br />7~0 Nonh West South River Drive <br />Me<!Icy. FL 33166 <br />Dirccllinc: 305-459.9013 <br />F"", 305-999- 7202 <br />E-mail: mcobosfQlll&mmBStafood.com <br /> <br />Engineering ConsultIng IConstruction value of $750.000.00 <br /> <br />General construction of a +1- 11.000 SF two story office warehouse including a 2nd t100r metal steel mezzanine. <br /> <br />Scheduling and constrUction management., pre construction and post construction services and consultation along with tenant <br />Improvemenl .. per approved designate<! plan. and drawings, Engin..nng ,onstruetion managing speclfi,ally tho following <br />subcontralOrs: Complex equlpmenls installation. Electrical, plumbing, AC. fire alllllll. Inlorlor doslgn, framing and drywall. <br />painUng. flooring. slazing door and wlndows and professional constructIon clean ups. The constructions phase was approved by <br />all the municipalities' inspecllon requlrments governing the city of Me<!ley. FL. <br /> <br />Projttl N2: <br /> <br />Sunshine Medical Office Building <br />8305 South Military Trail. Boynton Beach. FL <br />Phon., 954-797-2845 <br />F..,9S4-797-2847 <br />E-mail: iulior.D\se81chitects.com <br />Design <br /> <br />Ongoing StruClural dosign. .ngl...ring and analysis ofa +/.8.016 SF medl,al ollicebuilding. <br />Th. ollice is a 2.Stoly Reinforced Concrete Building wilh Pre-Casl Concr.te Slab on 2"" Floor and structural steel bar JolslS on <br />the roof deck. <br /> <br />Structural design. engineering calculation and analysis Including: Design and calculation ofth. foundation which consists of <br />continous wall footing and isolated footing all aroud the building. Along with reinfon:.d CMU walls on "'terior ofbulJdlnll and <br />8' Hollow CON Slab with 2 112" concrel. topping on 2" Floor and steel bar jolsr at j'.()" O.C on RoofDeck, Structural design <br />and calc.lation oFrelnForced concrete columns. <br /> <br />ProJe<IIIJ: <br /> <br />Downtown Center <br />501 NE 3rd Avenu. <br />Pt Lauderdal.. Florida <br />From 411/10 10 5130110 <br />Phone: 954-797-284l <br />Fax:9j4-797-2847 <br />E-mail: iulio(Q)searchilccts.com <br /> <br />Doslgn - Build. CnnstnlClion value ofS3.oo0.0oo.oo <br /> <br />Slru4:tunll design. engineering and analysis of Downtown Center located In downtown Fort Lauderdale, Florida which consists of <br />office/retail space of+/- 32.000.00 SF /7.Story Bulldinll. <br />The First floor consists of Restaurant I Retail Space and Office on 2nd thru 7th floor. <br /> <br />Structural desi~ engineering calculation and analysis including; Precast beams. columns. Hollow core concrete &labs tor each <br />floor. The structural foundation design consist!. ofisoJated footings and continuous wall fbotings. Structural design and <br />..Iculotlon oflh. .xterlor precast and CMU walls, <br /> <br />If' ~i '} <br />t} :! 'L; <br />
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