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., <br /> 3/ I 6" GALVANIZED CABLE TIE <br /> DOWN ENGINEERING PART SIMPSON "LSTA I 8" 20 6A. <br /> S5 I 556 (OR EQUIVALENT), STRAP TIE FASTENED WITFI <br /> TIGt1TEN TO 500 LB5 OF TENSION (2)-2x6 PRESSURE ( I 4) - I 00 NAILS <br /> TRPATED SKIDS (7-FASTENERS PER MEMBEl� "� <br /> USE (3)-3)16' 6ALVANIZED GLAMP � <br /> TIE DOWN ENGINEERIN6 PART 5/6' DIA.x3" IP.G BOL7 WRF1 2' <br /> N53H06 (OR EQUIVALEM) WASNER, 3" EMBEDMENT A449 <br /> �,1�\� /� /` �.5c8'zl6 � � 6ALVANIZED OR EQUIVALENT ' <br /> I 10 MPH WIND 20ND- ��//.�/j� F�ACK ��' l � / ,./ <br /> I/2' DIA. X 30" GROUND ANCHOR � �� � �` � � o MPn w�N� zorao- '� "� <br /> WITH SINGLE 4' NEIJX �����/�����%\�% �% � 5/8' DIA. X 4' G N F10R <br /> (MODEL N59055) FOR SOIL CLASS 2 /� /� / WITH SINGLE 6' NELIX <br /> I 30 AND I 50 MPH WIND ZONE - ��\� \��� (MODEL /"59060) fOR SOIL CLA55 3 � 4'kdk I 6 ` <br /> 5/8' DIA X 40' GROUND ANCt10R ��� �� 130 AND 1 50 MPM WIND ZONE- ��, � ��BIDCK �, <br /> WITFI SINGLE 6' I1EL1X � �� 5/8' DIA. X 48' GROUND ANCHOR >j � ��%/ <br /> (MODEL d59060) FOR SOIL ClASS 3 �� j ��� WITH SINGLE 6' HElDC �\ ��•.\��\� ry \�� �! <br /> (SEE Gf1ART FOR QUAMITY) ;. \ �l�' (MODEL �f59065) FOR SOIL CLP55 3 �//�\�` ����f <br /> GENERAL NOTES (SEECFIARTFORQUANTfiY) ,,\/\�; <br /> � �� <br /> 1 DESIGN FOR MIN 2,500 P51 GONCRETE <br /> 2 ALL FiELIX ANCNORS MUST MEET THE MWIMUM WORKING lOAD OF 3, I 50 �bs. AND <br /> ULTIMATE LOAD OF 4,725 Ibs.; ANCHORS MUST BE INSTHLLPD TO <br /> MANUFACTURERS RECOMMENDATIONS ANY BENDING OR DAMAGE CAUSED UPON <br /> INSTALLATION WILL VOID ANCt10R AND MUST BE DISCARDED ANCt10R CFIART <br /> 3 CONTRACTOR SNALL VISR Tt1E SRE AND THOROU6HLY FAMILIARI2E TFIEMSELF <br /> WITH EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR MEFfING SOIL �� �b � �� ���'� � <br /> CIASSIFICATION fOR SIZING HEUCAL ANGNORS. �'A'� �K��� "' %� �"''�� � ` � � <br /> 4 ONE ANCtiOR SHALL 8E PLACED AT EACH BUILDING CORNER WfT111N I 2" OF � ���uTM �'� "��`' "`�`' ( N�ILK71?`�EKHY�E' <br /> CORNER 6 10 �'-b" � 4 <^ - <br /> 6 I? �'_b" 4 2 2 - - <br /> 5 ANY REQUIRED INTERMEDIATE ANCNORS SNALL BE PLACED EQUAI DISTANCES a p ;�.b�� � ? <br /> APART FROM EAGIi UTFIER. p �O ���6" � � � <br /> 6_ Tt1E ANCFIOR MU57 BE W THE SRE SOIL CLF55 IN WHICH THE LOAD f3 is i'-6" 6 1 <br /> REQUIREMENTS WERF SET a i� i 6 3 5 5 <br /> 7 USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2' X 30' GROUND ANCFIOR a ib �''6" 6 2 5 3 3 <br /> WITFi SINGLE 4° HELU( OR 5/H" DIA. X 40" GROUND ANCHOR WfTH SINGIf 6' HELIX �� p ��"��� , " <br /> 8 TESTED SOIL CAPACITY FOR TIE DOWN I/2' X 30' ANCHOR = 500 fT LB. �� �' �'a" 6 _ ? ? � <br /> 9 TESTED SOIL CAPACRY FOR TIE DOWN 5/8' X 40' ANCHOR = 375 FT lB �O N �'-0" b _ 5 � � <br /> I O INSTAIIATION OF TF1E ANCHORS MUST MEEf ALL AT REQUIREMENTS AS SPECIFIED �O Ib '7'-0" 6 _ 5 5 3 <br /> 10 20 '7•-0" 6 � 5 3 <br /> BY TIE DOWN ENGINEERING, INC TO INCLUDE RPQUIREMENTSIN5 FOR SPACING AND i0 :4 7'-0" 10 � , � <br /> 5RE SPECIFIC SOIICOND(TIONS iO �O 7'4" i2 7 y 5 <br /> I 1 MAXfMUM STRUCTURE NEIGttT IS 1 2 FEET i2 iz e'-6" 6 � ='� <br /> I 2. ANCHORS ARE FOR SPECIFIED SOIL CIASSES NEEDED 12 i� 6-6^ e 3 3 } <br /> DESIGN PARAMETERS �2 �b b'-6" b ry 5 3 <br /> 12 ?O b -6" � � � 3 <br /> I WIND DESIGN PER ASCE 7-02 ia 1q 6'-6° i0 2 9 9 9 <br /> 2. DESIGN WIND SPEED - I I OMPIi - I 30MPH - I 50 MPN 12 70 6'-6" �2 2 5 5 5 <br /> 3 WIND EXPOSURE CATEGORY C i2 x 6'-6" N 2 6 6 6 <br /> 4 WIND IMPORTANCE FAGTOR: i A �� '� b'-6" �6 2 i " ; <br /> 5 ENCLOSURE CLASSIFICATION: ENClASED �? 49 6' Ib a � % � <br /> 12 'A 6• IQ 7 Q � � <br /> 6. DESIGN MEETS INTERNATIONAL BUiLDIN6 CODE 2006 � FLbRIpA BUILDING CODE iq t4 6'-6" i.^ � 5 3 3 <br /> 2007 4 2009 SUPPPIFMENTS TO FLORIDA BUIIDING CODE 2007 i� i6 6-b" 12 � 6 3 5 <br /> SOIL GLASS DESCRIPTIONS: �� 2� 6'-b" Ib 'I 5 7 7 <br /> I9 ?9 b•-b•' 20 9 9 q 4 <br /> SOII CLA55 2- VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, i9 'A b�"b�� 2q , s " ` <br /> COBBIES PRELOADED SILTS, CIAYS AND COARL. A TEST PR08E TORQUE VALUE OP �� � b 7Q � 6 6 b <br /> I� 10 6 5? 9 ' � <br /> 550+165-m H 14 6'-6" S? A � i � <br /> SOIL GLA55 3- MEDtUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SIL?5 N 50 6'-6" �6 'I � � 0 <br /> AND CLAYS A TE57 PROBE TORQUE VAWE OF 3 50-5 5 016s-in <br /> DES16N FOR. <br /> LARK BUILDERS <br /> 409 DICKSON STREET � <br /> VIDALIA, GA_ 30474 Haney Associates, Inc <br /> PROJECT NUMBER - 06EN224A EIIgIIICe 8c Constructton Planning <br /> INV�otlY'eef BrMlt,��Wln, <br /> DATE. APRIL 1 st, 2009 <br /> Sheet I OF I <br /> �a��� <br /> �� � . � <br /> .� �� � <br /> � j �� <br /> -� � .5'l�T . � r . j <br /> � ' ''�CcPR14a r � <br /> � <br /> K <br /> NOTE. THIS PLAN I1AS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES �+- �,.p��� <br />