Laserfiche WebLink
,�yp�°'"p <br /> WEATHER KING PORTABLE BUILDINGS <br /> 760 WESTBROOK ROAD � <br /> HICKORY, KY 42051 <br /> GENERAL NOTES: <br /> 1.ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, B. GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER. <br /> SUBMITTED SEPARATELY. <br /> SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS,ALLUVIAL FILL. <br /> 2.DESIGN LOADS ARE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE. BLOW COUNT,PER ASTM D1586,OF 18 TO 23,AND A READING ON A TORQUE PROBE OF 276 TO <br /> 350 INCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES. <br /> 3.WIND LOADS ARE BASED ON THE FOLLOWING: <br /> ULTIMATE DESIGN WIND SPEEDS:(2014 FBC FIGURE 1609C) <br /> Vult=120 MPH <br /> Vult=140 MPH <br /> Vult=160 MPH <br /> RISK CATEGORY I <br /> EXPOSURE CATEGORY C <br /> INTERNAL PRESSURE COEFFICIENT GCpI=t0.18 " <br /> 4.THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING. <br /> LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR <br /> ADDITIONAL ANCHORS THAT MAY BE REQUIRED.ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS <br /> SHALL BE SPACED EQUALLY. � <br /> n��� <br /> 5.WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PROPOSED SITE OR D r:a� <br /> DETERMINATION OF THE SITE'S SUITABILIN TO SUPPORT THE PROPOSED STRUCTURE.IT IS THE g� �����' <br /> PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT �.i�y� O�v�p� <br /> THE STRUCTURE. � N��r <br /> 6. TIE-DOWNS AND EARTH ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE PROPERTY OWNER. �` ro/T►�z� <br /> WEATHER KING IS NOT RESPONSIBLE FOR ANCHORING THE BUILDING. � IY� z m � <br /> r� <br /> 7. THE SCHEDULES INDICATE THE RECOMMENDED NUMBER AND TYPE OF BUILDING ANCHORS TO BE p.!. �A� <br /> INSTALLED BY THE PROPERTY OWNER ALONG EACH SIDE OF THE BUILDING. GROUND ANCHORS � �;� L� ���m R` <br /> SHALL BE RATED FOR SOIL CLASSIFICATION 4a. IT IS THE PROPERTY OWNER'S RESPONSIBILIN TO � �.,., �� �()��jJ <br /> V E R I F Y T H E SO IL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED. � �'�j� �jj�O � <br /> 011 � � O O v <br /> - �,�:: � vm�' � <br /> . �f �z � <br /> �� r " Zv <br /> :��°°�:����:"��----.. �MASTER ANCHO�RING PLANS--�LORID�--FBC 2014 <br /> ' Na77209 ';*' <br /> _ „���� • Pao�eCrNo: SHEETNUMBER <br /> ��'� �0.� � DATE: 07-21-2015 <br /> � � �r� ■ ■ S-O-AP-FL <br /> � ,, •.�ORIOP'`, ��:` ���� 11rrs� �� ■ oRnwNeY• KLN <br /> n <br /> ,����Sf�•• ,O�� �� CHECKED BY• <br /> - ����qu�mnnaa�7-2�-�5 ��s#R��B�� Fs+��bcYl�s�� aevlsloN: SCALE:NONE <br />