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BASE RAIL ANCHURAGE OPTIONS OR LO�AND HIGIi WIND SPEEDS <br /> {NSTA�(,1R'�6' EXPANSICN INSTALL I/2'.6'E71PW,ISICN <br /> nNCMa4 iH4t%!GH B�IE RaIL ANCNDR iNROUGFi H+ISC RAft <br /> vvr pR�IBC�G_ASS VIiN1N 6'0�UCH <br /> i'18ERS PpiT PLONG SIGES. lPpR LpV YfNO �OR fIBERGLASS VITWH 6•�E�CH <br /> SPCCDS ANC�R XAY 9C INSTALL[p nT �BERS POST AI,OM1G SIOES• ff'OR LpV VINO <br /> [VERT OTNCR PD51) `PCC➢f ANCHp4 M�Y BE TNSTAL�CO a1 <br /> EVEWT OTNCR►�ST) <br /> n � <br /> n <br /> K ° a � .e <br /> n <br /> � - ; � L GRADE � • - � � � GRADE <br /> � �i= � !i= <br /> � ti�--aii• ' o �y i—i�a—i � ` .� <br /> ��i ��I !I�,.;i I ._`' o ., —( n �I!�I I 1--I ,� �i = <br /> NINIMJN 2 ]/t' ` � g (�_ X1Nl�uM 2 J/4•� ^ i ��� - <br /> "8P6NCNT j `� � � _ EMBEQMCNf j �� �� � ^ <br /> (iTP.) <br /> MONOUiHIC CDNCSETE F'O�TIN:� -� �(�-���—���i I I ��I ���I I�--I ����}_ R I— <br /> (7D00 PSI M1�7.7 REINi'I7GCE0 '��I'�"I I I� I I I NIkITHIC CIIVCREIE P�iWG �`�I t� —!� I . <br /> VfiM 2� ��'� COHT{NWUS �QOO P51 HW)RElr3'ORCED -�I � <br /> P'0' S SrB' iTH(Zf ��s CONTINL'�1.5 <br /> 1'•0' 7 �/B' <br /> CONCRETE MON�LITHLC SLAB COt�CRETE SLAB $ASE <br /> 3A A A AN H RA 3B RA A H RAGE <br /> SCALE NTS SCALE� NTS <br /> MINIKCN ANCH;rR CDGE DISTANCE IS 5 3/4'. HINiHUH ANCHQR EDGE D15TAN�E !S 6 3/4' <br /> GENEI2AL IVOTIES <br /> CONCRETE� <br /> CONLRETE SHALt, HAVE A MINIMUM SPEC1F1E0 GOMPRESSIVE 2•vaSHERS <br /> STRENGTH OF 3.000 PSI AT 28 AAYS. <br /> COVER OVER REINFORCING S1'EEl.� }pP D�aSPN�IT �a��sie' OUr£TER HO!.0 <br /> PAVCHENT Qit TNRQl1GH iHE BASE RAI:.AND <br /> �OR fpUNpAT►pNS, MINIHUN l'ONCREtE COVER �VER REINF'ORC(NG �qp�Hp SuasKt s[[uq[io•NCroa[rE vtte <br /> BARS SHA�L BE PER ACl-318� ve' IIIANETEA rr+aaur�aar <br /> 3 lNCHES IN fOt�NpA7(ONS VNER£ 7H� CONGREiE [S CAST AGAINST <br /> AND PERMANENTI.Y iN CONTACT WISH THE EARTH OP. EXPOSE� SO •--•i � _r--; ,--- .---, , ._ ._ ,.__._. . _ <br /> T'HE EARTH �k WEATHER, AND 1 l2 SNCHES ELSEWFtERE. !"'� ` �''� ' "' � '--� "'� <br /> _ I "-.;_ ; � --� �:-�! f ' -- ._-� I =�.; _ _ TM-;?�--- <br /> REINFORCI�lG S7EEL: ...�z _-_- ; .--;; =—. _ . ._--t , -_- , , -- . <br /> , i -- ��� <br /> —���--._, , - ;:_ :� -'--7 - _: . � __i-_ <br /> THE 7uRNQ6VN RL'[NFORCENG STEEL SHAL� HE ASTM a615 GRaDE ': ;.___,.' <br /> _ , �:.: : <br /> � � <br /> 6D iHE SLAB REWFpRCEHENT SHA�� BE VELIJEll VIRE FABRIC �'. --. . �:: '' ' �,-'_' -{ i _ j._.__ � _- � '- ' <br /> _ .: <br /> ., ' ' ___ . __ ;�, .�.,.. , .__ ,�.__ ,- <br /> MEESING ASTM q185 �R FIBERGLASS FIBER REINFURCEMENT i�-- j ..-. ;g _, i , - _-, ___;� <br /> REINFORCEMENT MAY BE BENT IN TFiE � <br /> SHOP �R THE FIELD PROVIDED= �s co�ir��s <br /> l. aEINFORCEHENT IS BENT COL6. 8�5�pA�� <br /> 2 THE DIANETER 0� THE BEkD, MEASURED qN iHE lNSIAE OF THE <br /> $AR, 15 NpT I.ESS THAN SIX-BAR DIAFkTERS ODuB�C�+E�ix Erf MnHOq <br /> 3 RE[NF�RCEMENT PAP,TIA��Y EM9EDDE0 1N CpNCREiE SHA�l NOT tSEC tmTES Bt40Y� <br /> BE FIELU 9ENT <br /> HELIX ANCHOR NOTES= <br /> 1 FpR VERY DENSE AND/pR CEHENTEO SANDS, COARSE GRAVEI. <br /> AND GOB9LE5. [ALICHE, PREIQADED SILTS AND CLAYS USE MINIHUH '3L' GROUND BASE HEL]X ANCHDRAGE <br /> C2) 4' HELfCES VITH MINIHUM 30 INCH EMBEDMENT SCALE� N7S CCAN BE USEO FOR ASPHALT) <br /> 2 F�R CORAL USE MINIMUH (2) 4' NELICES V[TH MINIMUM 30 INCN <br /> EMBEDM'cNT <br /> 3 FOR MED[LtM DENSE LOARSE SANDS, SAN�Y GRAVEI.S, VERY <br /> STIfF SILTS ANA CLAYS USE M[N(HUN C2) �' H£LICES VITH <br /> MINIMUM 30 1NCN EHHEaHENT <br /> 4 FDR LOOSE Tp HED(UM DENSE SANDS, FIRH TD STIFF CLAYS AN� <br /> S1LTS aLLUV1AL FILL USE MINIMUM f2) 6' HEIICES iJITH MINIHUM 5 <br /> INCH EHBEDMENT <br /> 5 FpR VER7 LDOSE TD MEDIUM DENSE SANDS, FIRM Tp STIfFER <br /> CLAYS AND SILTS, AL�UVIAL FI�L USE M[NIMUM (2) 8' HELItES <br /> vITH MENIHUM 60 1NCH EHHE�MENT <br /> MOORE AND ASSOCIATES �a� er. .�s BENNETT BI:ILDING SYSTEMS,LLC <br /> ENGINEERING AND CONSULTING, INC. wc ED dth Pn� OPEN CARPORT <br /> iMlf O�IKMi If TK Pl�EOTr?1�[N10 AffQGttf,I►G i![ �i I�R. VSM OATE� 6-21-1� CALE��NTS e t�b 181175 <br /> WWi�QtIZW oE►MDICiION,COrt1�4,Qt OTKIIY[ft!AC O' TNIS L�UpI IS <br /> S�RICTIT Mpll�li[D Yl�MIT 11fRUKi[KMf il(tElldl IMT r tU�CT TO <br /> �LG�L�CS10� T� - T. K- Va 3 <br />