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13-14637
Zephyrhills
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2013
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13-14637
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Last modified
7/24/2014 10:42:25 AM
Creation date
7/24/2014 10:42:24 AM
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Building Department
Company Name
JOHNSON DEAN
Building Department - Doc Type
Permit
Permit #
13-14637
Building Department - Name
JOHNSON,DEAN
Address
5930 8TH ST
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�� ���L SG�f��E�,CQ z1�I�� <br /> 8949 Gall Blvd., Zephyrhills,Florida 33541 Phone: 352-567-85$0 Fax 352-5�7-7073 <br /> STA"t'L REGXST"�2ED BYJ�X.bING AI�TD ROOFING CONTRACTOYt#RB003?524,RCOOS6763 <br /> Se�ving �F'Coridu's �inest�fom�es �Business Since 1976 <br /> 1V�r. Dean Johnson <br /> 381541V�orth Ave <br /> �epbyr�ilis, �'lorida 33541 <br /> Phone: 813-830-8653 <br /> Complete Buildin� Renovation At Above Address <br /> Including: <br /> ��, <br /> PK'E,P�,�AItA�N <br /> • Owner to Provide En�neereed drawinas and.copies necessary for permitting. <br /> • Ow�er to procure Adjusted Drawiqgs and,En�i�aeerin�+ <br /> • Contractor to'Procure building permit. Aifowan�ce of �$00.00 is included <br /> • Supply temporary construction etecttic povver on ovunera existing electric service. <br /> • Eaisting Buildiing Engineering, Sewer or watpx book aps,or iuspectiops,site engineering,aund <br /> surveys gre not included. <br /> R�MOVAx.: <br /> • Rernoval of AI.T,remaining vvalls and rear slab(12'x 55') <br /> • Secure site(accordi�g to standatd practic.e)for term of construction <br /> � Stntcttual demo(as specified)has beeu iacluded in this bid <br /> • Protect e�ust'_.u�,.s Concre#,e during..demolitiou <br /> �XCAVAIZON: <br /> ' suPP1Y filt as needed at rear slab�xca�vation <br /> • Grade Building perimeter at final <br /> EXI5IZN�SY.AB: <br /> • Pressure��vssb. <br /> • Seal all eadsting concrete(after dema)�with silicone based�oar sealer <br /> 1V� V REAR S B <br /> • Replacement, 12' x 55' reinforced concrete Monolithic slab with 2#5 reinforcod Perime#er footer <br /> • Termite tre�ted sub soil and'Vapor Batrier <br /> • Pouu�with 3000 psi fibre mesh canarete or wire mesh <br /> • Steel v�tical reinforcing as per engi�eering <br /> • Elevations and opeaings as per design <br /> • Ts�stall 2 -5' x 4' concr�te entry aprons <br /> �x�Rra�w�us,s , <br /> • Da�rel#5 rebar steel rein.forcing and epoxy as per design <br /> • Complete NE''W�Standard CMCJ walls, reinforced and potued�uvith 3000 psi cancrete <br /> • Extcnd 2 e�nisting columns to 10' height as per plans <br /> r�vAa.,R�r,acEMErrr So�rsOx.�c �age- i iorsii3 <br /> S,Z:a6pd ZZ0008L�o1 :wo�� £Z�OZ �tiOZ-Lti-1�0 <br />
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