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15-16251
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2015
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15-16251
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Last modified
1/14/2016 11:36:13 AM
Creation date
1/14/2016 11:36:12 AM
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Building Department
Company Name
ZEPHYRHILLS COLONY
Building Department - Doc Type
Permit
Permit #
15-16251
Building Department - Name
CALHOUN,DAVID
Address
37443 NEIGHBORS PATH
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BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS <br /> INSTALL 1/2'x6' E%PANSIDN INSTALL 1/2'x6' E%PANSIDN <br /> ANCHOR THRDUGH BASE RAIL qNCHOR THROUGH HASE RAIL <br /> VVF OR FIBERGLASS WITHIN 6' OF EACH � W�dF OR FIBERGLASS VITHIN 6' �F EACH <br /> FIBERS POST ALONG SIDES. CF�R LOH N[ND FIBERS POST ALONG SIDES. (FOR LOW VIN� <br /> SPEEOS ANCHOR MAY BE INSTALLED AT SPEE�S ANCHOR MqY BE INSTALLEO AT <br /> EVERV OTHER POST7 EVERY OTHER POST) <br /> n <br /> I I <br /> I <br /> ° ° i a � ' a ° � n �i � <br /> i '- ° ; � a GRADE � '� i � , GRADE <br /> I A I —I I ' ` � <' I I� o �= II�II I II I I I I 4 a I li o i <br /> � � �—� � �—� I g ., , P e ; a <br /> � ,—i � a , i - <br /> MINIMl1M 2 3/4' � I I_ MINIMUM 2 3/4' , I I= <br /> . EMBEOMENT I o � — EMBE➢MENT j I a � — <br /> CTYPJ _I — (TVP.) _I — <br /> MONOLITHIC CONCRETE FOOTING I -I I—I I I�I I I— I I� M�NOLITH[C CONCRETE FDOTING -I I I I�I I I�I I I I I I I I i <br /> (3000 PSI MIN.) REINFORCED -I I I— I I I I I (300�PSI MINJ REINFORCED I— I I <br /> VITH (2) p4'S CONTINUOUS VITH (2) q4's CONTINl10lJS <br /> 1'-0' S 5/8' 1'-0' S 5/8' <br /> CONCRETE MONOLITHIC SLAB CONCRETE SLAB BASE <br /> 3A BASE RAIL ANCHORAGE 3B RAIL ANCHORAGE <br /> SCALE: NTS SCALE NTS <br /> MINIMUM ANCH�R EDGE DISTANCE IS 6 3/4' MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. <br /> GENERAL NOTES <br /> CONCRETE� <br /> CONCRETE SHALL HAVE A MINIMUM SPECIFIED C�MPRESSIVE 2• ypSHERS <br /> STRENGTH ❑F 3,000 PSI AT 28 DAYS. <br /> COVER OvER REINFORCING STEEL� ToP oF ASPHA�T THROUGH BHEIBASEERAI�L ND <br /> FOR F�UNDATIONS, MINIMUM CONCRETE COVER �VER REINF�RCING PpVEMENT OR SECURE TO ANCHOR EYE VITH <br /> BARS SHALL BE PER ACI-318+ GROUND Sl1R�ACE � �/2• ➢IAMETER THRDUGH B�LT <br /> 3 INCHES IN FOUNDATI�NS WHERE THE CONCRETE IS CAST AGAINST <br /> AND PERMANENTLY IN C�NTACT WITH THE EARTH �R EXPOSED T❑ i � <br /> THE EARTH ❑R WEATHER, AND 1 1/2 INCHES ELSEWHERE. I � I—I I I—I I'I— I i ' —I I —I I I i I i—I I !—I I I— <br /> REINFORCING STEEL� �—i I I—� � �—i I I-i ! I- ! i 1 <br />
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