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14-15240
Zephyrhills
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2014
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14-15240
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Last modified
4/3/2015 2:10:51 PM
Creation date
4/3/2015 2:08:33 PM
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Building Department
Company Name
ZEPHYR COMMONS
Building Department - Doc Type
Permit
Permit #
14-15240
Building Department - Name
MATTRESS FIRM
Address
7880 GALL BLVD
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r <br /> _ �ii..��, � <br /> oa � . <br /> � - —� � -- -- . <br /> ` �� � <br /> �� : � , � . <br /> ♦ a • � � ' , <br /> ` , <br /> _ - � ._. .._. . ,_. ' <br /> s --' �� - <br /> easyseals.com <br /> °--,,.., <br /> o - <br /> DESIGN C��ClJL/�TIOt�15 <br /> FOR <br /> ������� ���� <br /> m F�onr� EA�vation m <br /> Ll�AL�,-fVIOIJ�lTED 51GN5 <br /> lJS He�301&9tossBk Rd—Zeph�yrhills <br /> GENERAL MOTES: <br /> 1. Design is in accordance with the 2010 Florida Building Code for use within <br /> and outside the High Velocity Hurricane Zone(HVHZ). <br /> 2. Wind loads have been calculated per the requirements of ASCE 7-10 as <br /> shown herein. <br /> 3. These engineering calculations pertain only to the structural integrity of <br /> those systems, components,and/or other construction explicitly specified <br /> herein and/or in accompanying engineering drawings. The existing host ' Index: <br /> structure(if any)must be capable of supporting the loaded system as pg i Cover <br /> verified by building department or architect/engineer of record. No pg� Wind Loads <br /> warranty,either expressed or implied, is contained herein. <br />� Pg 3 Anchor Design <br /> 4. System components shall be as noted herein. All references to named <br /> components and installation shall conform to manufacturer's or industry <br /> specifications as summarized herein. <br /> 5. Where site conditions deviate from those noted herein, revisions may be , <br /> Engineer s signature and seal valid <br /> required or a separate site-specific engineering evaluation performed. for pages 1 through� <br /> 6. Aluminum components in contact with steel or embedded in concrete shall - <br /> be protected as prescribed in the 2005 Aluminum Design Manual, Part 1A. <br /> Steel components in contact with, but not encased in,concrete shall be - - <br /> coated, painted,or otherwise protected against corrosion. - <br /> 7. Engineer seal affixed hereto validates structural design as shown only. Use Ap�2 0 <br /> of this specification by contractor,et.AI,indemnifies and saves harmless <br /> this engineer for all costs&damages including legal fees&apellate fees Christian Lang ey PE#67382 <br /> resulting from deviation from this design. EBSy 52815 C uth#29531 <br /> 1200 N Federel Hwy,#200 ���/Se��.COIJ7 Page 1 <br /> Boca Raton,FL 33432 —� <br />
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