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2799 SOUTH AVE
Zephyrhills
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2799 SOUTH AVE
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Last modified
3/9/2017 1:41:35 PM
Creation date
3/9/2017 1:30:42 PM
Metadata
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Building Plans
Street #
2799 SOUTH AVE
Location
CITY YARD
Contractor
APCO BUILDING SYSTEMS INC
Description
CITY STEEL MAINT. BUILDING
Owner
CITY OF ZEPHYRHILLS
Building Plans - Permit #
3804B
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� ; <br /> ,� � - � <br /> , <br /> f <br /> � <br /> � <br /> � ��� r <br /> ��� � <br /> 1 � <br /> �� � ' <br /> a <br /> - .�,..�..�..�.. ; <br /> � <br /> RCIY M, NE !`JDERSON � <br /> --� A R C H I T E C T � <br /> `�. . <br /> �: t:!l" � <br /> � �:.'` � <br /> I <br /> I <br /> i <br /> 1 AUi3118� 1'3�4 � <br /> , <br /> �Ir. Donald Highnate � <br /> APCO Building 5ystems, Inc. � <br /> P.O. 8ox 893 � - <br /> Oldsmar, Florida 33557 � <br /> � <br /> Fte: �lain�enance Suilding for the City of Zephyrhills, Proj. 84.9 ! <br /> Flsarida � <br /> a <br /> Dear f�lr. Highnate: - , � <br /> � <br /> In respnnse to the result of the maeting taday tiith i�essrs. E3ruce ; <br /> Bahr and Rick i�oore of the City of Zephyrhills 8uilding Department, ' <br /> yourself an�� me, I have reviewed the structural data far the build- j <br /> ing Fourzdation focatings in light of �he present conditian o� the <br /> fill on the building site and recommend the following action. ; <br /> E <br /> 1 : Change the size of the Type 'A' footings from 3'- 6" to ; <br /> 4t- 6" square keep.ing the same reinfarcement as detailec{. <br /> 2» Change the size gf the Type 'C' faotings fram 4'-0" to I <br /> 4'-6" square keeping �he same reinfarcement as detailed. ; <br /> It �ill be necessary ta excavate the Type 'A' footings to ori�inal ; <br /> grade and back fill in layers of 8" maximum thickness with each layer; <br /> compactEd ta pravide a minimum of 90% density (�iodified Proctor} to <br /> the level of the battam of �h� fnotings. <br /> Uer tru.iy, � � <br /> � <br /> - I <br /> Roy I�. Hender�on <br /> Architect <br /> i <br /> . ' <br /> Ri�H/hs ; <br /> . ! <br /> i <br /> �_ � TATE � Y '� P. O BOX 17F3 � OI�dSMAF�, FLORIDA p �:�5�7 o (E3{,�7 85� �?@�J <br /> L <br /> � I <br /> � <br /> i <br />
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