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� BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS INSTRLL 1/2'x6' EXPANSION INSTALL 1/2'x6' EXPANSI�N ANCHOR THROLIGH BASE RAiL ANCHOR THROUGH 9ASE RAIL WF OR FIBERGLASS VITHIN 6' OF EACH VVF �R FiBERGLASS V[TH[N 6' �F EACH fIBERS POST AL�NG S[DES. (FOR LOV VIND FIBERS P�ST ALONG S[OES CFOR LOV VIN� SPEEOS ANCHOR MAY 8E INSTALLEO AT SPEEDS ANCHOR MAY BE INSTAL�ED AT EVERY ❑THER P�ST) EVERY OTHER POST) M O d Q � � 4 � GRAOE � a GRAOE d � I I O � I I- O i � 1=I I I,;I g° a a =I � � I=I I I,;�I � � a a =I MINIMUM 2 3/4' I � MINIMUM 2 3/4' I I— EMBEDMENT j —I a � I I ET BP OMENT j —I a � _ (TYP,) — MON�LITHIC CONCRETE FOOT[NG I -I I I —I I I�I I I� MONOLITHtC C�NCRETE FOOTING t —I _I I I I I I I� (3000 PSI MIN.> RE[NFORCED � I I—I I I <3000 PSI MIN� REMFORCED I—I I I M�ITH (2) #�'s CONTINUOUS MITH (2) p4's CONTINU�US t'-0" 5 5/8" I'-0' S 5/8' CONCRETE MONOLITHIC SLAB C�NCRETE M�NOLITHIC SLAB 3 A RAGE E RAIL ANCHORAGE SCALE NTS �� SCALE NTS MINIMUM ANCH�R EDGE DISTANCE IS 6 3/4' MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4' GENERAL NOTES CDNCRETE� C�NCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSNE e• vnsH[Rs STRENGTH ❑F 3,000 PSI AT 28 �AYS. COVER OVER REINFORCING STEEL� nR�i_i 5/8' DIAMF.TER HOLE !OP OF ASPHALi THROUGH THE BASE RAfL nN0 F�R F�UNDATI�NS, M[N[MUM CONCREiE COVER ❑VER RE[NFORCING PAVCneNr oR s[cuRE �a nNCrioR EvE virn GROUNO SURfACE V2' DIAMETER THROUGN BOL1 BARS SHALL BE PER ACI-318 3 [NCHES IN FOUNDATIONS WHERE THE CONCRETE lS CAST AGAINST AND PERMANENTLY IN CONTACT W[TII THE EARTH OR EXPOSED T❑ — -- — — - - — — - THE EARTH ❑R WEATHER, AND l 1/2 INCHES ELSEWHERE -- REINFORCING STEEL, i— I I I=- I I I—I I I— I I= I I I— I I I" I I I I I I -' THE TURNDOWN REINFORCING STFFL SHALL BE ASTM A615 GRADF II -III III I—II III— III_ - III II 60 THE SLAB REINFORCEMENT SHALI_ BE WEL➢ED WIRE FABRIC MEETING ASTM A185 ❑R F[BERGIASS FIBER REINFORCEMENT III ---III—II —III III— III- -III - III REINFORCEMENT MAY BE BENT IN THE ti SHOP OR THE FIELD PROVIDED� TS ��NT�N�o�S HASf RFlfI I REINFORCEMENT IS BENi C�LD; 2 IHE DIAMETER ❑F �HE BEND, MEASURED �N THE INSIDE ❑F THf. BAR, IS NOT LESS THFlN SIX B�R DIAMETERS, AND oouei_E riEUx ErE rNCHOR1 "? hFiNFORCEMFNT PARIfAI I Y FM13FIll1FD W fON(�RETF �FIA�L NOf rcrr NprC� NELOV� _ BE FIELD BENT r �� HELIX ANCHOR NOTES� t FOR VERY DENSE FlND/�R CEMENTCD SANDS CLIFlRSE GRAV�L GR�UND BASE HELIX ANCHDRAGE FlND COBBLES, CALICHF, PRFIfIADFD SILTS AND CLAYS USE MfNIMUM <2) 4' HELICES WITH MINfMUM 30 INCI-I EMBEDMENT SC�LE N1S CCAN �E USED f�R ASPtIALT� 2 FOR C�RAL USE MINIMUM (�) 4" HELICES WITH MINIMUM 30 1NC41 � EMBEDMENT 3 FOR MEDIUM DENSE C�ARSE SANDS, SANDY GRAVELS, VERY ,`,��/��. ST[FF SILTS, AND CLAYS USE M1NIMUM (2) 4' HELICES WIiH �� MTNIMUM 30 INCH EMBFDMENT ,,�� S• MO��j ��.�. �I h 1 Ok LOOSE TO MEDIUM DENSE SANDS, FIRM T❑ STIFF CLAYS FlND �� r�� CE NS��Oi9 �j, SILTS ALLWIAL FIL.L USE MWIMUM <2) 6' HEL[CES WITH MINIMUM 50 �� ,� F '� � I� WCH EMBEDMENT � 5, F OR VERY LOSE T❑ ME DIUM U�NSE SANDS, F IRM T❑ ST IFFER �*:' NO��`7�� : *� CLAYS AND SILTS ALLUVIFlL FILL USE MIN[MUM C2) 8' HELICFS %% �� WITH MINIMUM 60 INCII EMDCDMENT '� • V • � : • �..�2��g'"' '(r; . • . 9'� STATE OF :'�/� �. •��,�•...�� O R�OQ.�G��• •.....••• ��',,iS,ONA;��,,`, �� MOORE AND ASSOCIATES VN HT� PDH BENNF.TT BUILDING SYSTF.MS,LLC ENGINEERING AND CONSULTING, INC. c�n s,r�s OPEN CARPORT Tlrts DOCUIEN�A TIE PR�ERTr 0F M�iE Afm AsSOCtATES.II1C.7fE T MGR� VSM TE� 10-21-13 � NTS 1� 121175 t1lMl11Ot�D IIEPA�UCTmI,CO�1fDIG,Ot Q11ER1/iSE tRE�TfQS�OCUIEIIT t4 S7RLCTLY PNQ�RiED AIIG ANY DFRDICf]ENT TFEREAPDI IMT�SN.JfCT 70 LETiAL ACT�L � - . 6 S '