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'_ _ ' - 4-0' 1G-O'' _7'.e` " 8 _3' 3 9 3 <br /> �I_....11 ;.�_ f �✓� 1d1Y td�' T-0' � Y 2 Y Y <br /> _ 1 <br /> ;r ia-a �r-o� ��-0- B z z s z <br /> �v� ira r-0- -e a a s '3' <br /> Typ,cal Anchormq of a Floorless Buddinqs to Concrete Siab Detar -1°� ��Q- T� _8_ 9 3 3 3 <br /> ia-o� ma- r.o- e - _a s a 3 <br /> ia�a z��c• r-rr io s � i a <br /> DESIGN PARAMETERS '°-0' '"�' ''�' '� 3 5 5 5 <br /> 1 T'-0' 12-0' T.0' 6 T 2 p 2 <br /> � WIND DESIGN°ER 0.5CE% l0 �7'-0' 11'-0' T-0' e y z 'p Z <br /> 2 DESIGN WEND 5PEED I OMFH t 30N!P11 i yL`MPtf 160 MPt; ��� ��� TQ B � 2 � 2 <br /> 3 WIND fXPp3U(�(',qTEGORIES: ���ff �'-0' T-0' B 3 3 3 3 <br /> I tOmph�0,G 1 D 130m�pn�9.C t D ti•�0' 21'-0' TL' 70 3 3 3 3 <br /> 4 WIND�MPORfnNCE r'ACTOR �SOv.ph.0.C s D �6Unp� B t C t t�.o- 9v-0' r�0' �. __ <br /> �.O +lI 4 / 1 ! <br /> 5 ENCLpSURE CJ�551PICATI6N, .'NGIOStD ���'p �-0' ?'-0' u 4 � � -4 <br /> 6 DES�GN MfETS�N'�RNA710.yAt BU�LDING(,ODf 2009 s tLOR�DA BUILDIyG CQDf 7010 ��� �Q� r¢ �e s 5 s e <br /> 11'�6' 1T-0' E.6� 6 7 2 2 2 <br /> GENERAL NOTES "'�' �"'�°'_�'s a�" ": z -: 2 <br /> 17'-8` tR�' CB 8 3 3 j J <br /> I DCSIGN FOR Mlti 2,500 Pg�CCNCK!"TE ��'� �'p �'-e' 8 7 3 3 3 <br /> 2 ALL 11E:17(ANCt10(ZS MUST NCE7 TrIE MiNIM'u'M WORKINC.:OAC Of 31 SO:bs AtvD Ak ULTIN�A�t�OFJ�OP 7f'.e' 3p-0 e�, 10 J 3 � J <br /> 4�2$I�s. 1� 1 ♦ i ♦ <br /> 3. t1EL1CA1 ANCtiORS FpF�160mp�;W:ND ZONES tdUST MEti A ld�.I ��-� �'p �''� �» 5 6 5 6 <br /> AND AN ULT�N,AT[LDAD CP 5200 io�. N MUM N'OP,I'J+1G�ppp p�3qBy �y ��_-0. -�A,- �,-0, e <br /> 4 ANCt10R5 MUST Bf(NSTALL�f.T()MANUFp,G7URFR`.RECCM• 5 5 6 5 <br /> m.r` ,a�.o� s-r ' ie a e s e <br /> CAUSED UPON WSTALIAi�OV IMLt VOiD MCt10R ANO M�ST Bf p�iST'CARDEO^Y g-NDING CR DAMAGE i�•.9• 6p.p• g.�. �e <br /> S CONTRACTpR ShAU VISiT ThE SITE ANU 7itpROUGNLY FtJA�ilARl2f iF1[� 8 8 8 B <br /> iT� 14''ff E'$ B 2 2 2 2 <br /> COi�D�T�ONS.CONTRACiOR�5 RESPONSiB�E FpR ME`71NG SOit,CLhSg+FICqTO��OR 517iNG�ftICAL '17� �6'-0•� Q$ - - <br /> A4CHOR5 PtR MANUFl�TURtR+3 R�QUIRE1dtN15. _____B 3 3 3 3 <br /> 13'-0' 4p.Q g{' 12 J 3 3 3 <br /> 6. ONE ANG11pR SNALL BE P�4G[D AT FACn BUIIPIkG COKNFR WITniN I 2'OF GORN[R 13¢ �----'� �''� ��5 � � � � <br /> 7 ANY RLQUIftEp INTERMEDtATE ANCtiOR,S SML�BE PLACED EOUAI O�5`A4CF5 APART ftZp�.!FACtt OittFQ ��'� M� ."�'� i6 � � � � <br /> b itiE ANCt+OR MUST 8E IN 7FIE S�IE SpiL CiAS°iN NR1iLH TF+E LOAD REOUIREMENTS WERC SF' �T� �-0 gd ?' S 5 S 5 <br /> 9 USE TIE-OONM ENG�NEERING(OR COMPARABL�) ;/p°x 3C"GROUNO AW'IipR W:rt1 S:NGL 4'�tEL�X OK 13� �� �-0 �� e B a B <br /> 5JC'DiA.X qp•AND 4B`GROUND NJCtIORlJITti SltiGlt 6'h`LtX /3�'Q' N'�' _e'�6' �t e 6 6 a <br /> O FO.R 160Tph�ND ZONCS USE TI£-DOVW�NC,INEERiNG(OR COMPARABiE)MOGE!tl 59p90 3/4"p.An.S �3'� �� 8'� 27 7 � 7 7 <br /> .36'WITH A DOUB;E 4'hELU(lUSE IN 50:,ClA55E5 2)OR MO�EL M 59250 5/8"DIAM.h 30"d/fTM q{_;� 13'd ��.8 g� �z 2 Z 2 z <br /> HEiIX AND q q"MfLIX iUSE M 50!L C1A95E:3s4) 1T1' tE�-p 6.,a-— �Z- --� 3 � - <br /> � �N;�TALLATION OF?*1E ANChOR`>MUST MEET pti,q?(�EGU��t!•ENTS�SPE f �3''�' ?�d Sa• " -3- <br /> ENGiNEERiNG,ItiC TO�NCL'JDE RtQUI�MEkTSiVS FOR SPhC�NL-4ND S�if SPf�B('!E DDYJIv ___�6 3 J ���� �3� <br /> �2 MAXiMUN 5'"RUCURE�EiG!'1 IS 2 FEET .�OIL CONCI710N5 t�—� �� �8'b• _1p J e � � <br /> i 3 NUMBER OF ANGtiO'n5 LJST 13-0 �� �� Z� 5 5 S 5 <br /> ED IN ANC'!OR SCN�pULE ARE,'HE Mi:+11MUN RtQ�J�ft,Fp��Ur�lgF�Of 13�• �'�� �8�'6� � 5 5 5 S <br /> ANCI10R5 70 RUN OOWN EACH SIDE y✓q(,�!TryE TC%'A;NUMBf.R nt ANCYC)K5 Rf(]�ilRrp P('K 311i�!DING ��8� �'-0' e''8� 32 6 8 6 6 <br /> WOUiD B�ZX�t7E NUMBER u,�,�iED IN THE SCrE6JtP1 13'-e' a�'.o' e's 32 6 8 8 6 <br /> �72� so•.o� e�-6• - -38- � -� � � <br /> oes�c,neo Fo�. <br /> °'�112/lz LARK BUILDERS <br /> �- 4C9D.C�,oN,-�E7 Haney Associates, Inc. <br /> VIDALIA,GA 3p474 <br /> Englneering 8c Constructloo pianaing <br /> PROJPCT NUMBER. <br /> ►.O.Bea}/8,Sh Mlle.S.C.t9fB2-P�ooe:lNyµ.?fpp Agy:�µ{3y-130B <br /> i2tN224 <br /> DA�E Apn 2th. 2v12 <br />