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18-19280
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18-19280
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Last modified
9/21/2018 10:54:45 AM
Creation date
9/21/2018 10:54:43 AM
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Building Department
Company Name
SIVLER OAKS
Building Department - Doc Type
Permit
Permit #
18-19280
Building Department - Name
ROWE,BEULAH
Address
37148 CULLENS TRAIL
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.� <br /> RAM JACK� STEEL PILING AND LIFfI(dG BRACKEf ASSEMBLY TABLE 2 FOUNDATION ANCHOR MECHANICAL STRENGTH RATINGS: <br /> HELIX ANCHOR SHAFT AND EXTENSIONS WITH 2-7 8—INCH TUBING -- <br /> � NUMBER 4340 <br /> ' 1st HELIX ANCHOR DISC1 DIAMETER inches 10 <br /> '•"'�•"LL'" HELIX ANCHOR SHAFT LENGTH feet 5 <br /> HELIX ANCHOR SHAFT DIAMETER inc es _� <br /> BACK SIDE ALLOWABLE AXIAL COMPRESSION LOAD ounds 12 000 <br /> 0 o ALLOWABLE AXIAL TENSION LOAD ounds 12 000 <br /> PRODUCT NUMBER 4324 <br /> Hroanuu�auron ALTERNATE PRODUCT NUMBER 4340+4342 <br /> MECli1W�CALLY 1st HELIX ANCHOR DISC1 DIAMETER inches 8 <br /> ADIUSI'ABIE <br /> e""°�T`ssa,�v 2nd HELIXANCHOR DISC1 DIAMETER inches 12 <br /> HELIX ANCHOR SHAFT LENGTH feet 5 <br /> �no�s� HELIX ANCHOR SHAFT DIAMETER inches 2_7 g <br /> o��cxasoox.s•wnu ALLOWABLE AXIAL COMPRESSION LOAD ounds 22 250 <br /> ALLOWABLE AXIAL TENSION LOAD ounds 22,250 <br /> 2.875'NdIsalLeadShah FOLDING FLOOR BRACKET <br /> #4061.78 NOT SHOWN NOTE: INDIVIDUAL PILE SUPPORTING CAPACITIES ARE DEPENDENT <br /> o RFNAINIMCOISTANCE ON THE LOAD BEARING CASPACITY OF THE UNDERLYING <br /> o eEc 's' SUPPORTING STRATA <br /> 3xB HELICAL PILE CONFIGURATION <br /> NOTE: THE NUMBER OF HELIX PLATES PER PILE VARIES FROM ONE (1) TO <br /> THREE (3). THE DIAMETER OF THE PLATES RANGES FROM EIGHT (8) TO <br /> ��Z� �MIELVE (12) INCHES. THE NUMBER & DIAMETER OF HELIX PLATES IS <br /> an=s �'S� GENERALLY DETERMINED BY IN SITU SOIL DENSIN AND DEPTH TO FIRM <br /> STRATA. <br /> 3MA <br /> aIAY'f��� 3.5' <br /> OD�A <br /> 2.875' <br /> THIS PLAN COMPLIES WITH THE STRUCTURAL <br /> REQUIREMENTS OF THE F a{bA��[��fI���NG CODE, <br /> 6TH EDITION (2017) ������ He4���,.�/��� ', <br /> �� �•. "�a� � � � <br /> FOUNDATION STABILIZATION PAUL E. HAGLER, P.E. � ����' o � �'•.�= � <br /> ROWE RESIDENCE � '= <br /> 37148 CULLENS TRAIL, ZEPHYRHILLS, FLORIDA 33542 ENGINEERING CONSULTANT � ; � �_ <br /> '�CIVIL — STRUCTURAL � � pF <br /> ALL F LOR I D A R A M JA C K GEOTECHATICAL ENGINEERING°� ="� '. �AS� .��� <br /> 16646 SCHEER BOULEVARD FPE 20158 '� 1��o��pQ',"��`� ` <br /> H U D S O N, F L O R I D A 3 4 6 6 7 1 2 8 0 H E A T H E R R I D G E B L V D � �' L OR,,- � �� <br /> DUNEDIN, FL 34698 /����+` ����\ <br /> P I L I N G D E T A I L S Phone: (727) 738-9025 '''��/ '��;;'��``� <br /> PAUL E h7�{�S�L��tl �E 20158 <br />
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