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L Y 1850 SILAS DEAN£ HIGHWAY, ROCK HILL, CONNECTICUT �pN� ,Ofi'Tf� AP = A�S�SS O.eS" l�.CAT DATE !8 'MAR. 1985 O e ►COT i1�U.t4,c�E.E' SCALE " .f'�'��Jre.F,,���vT zori,E' G c zo/✓� s zo/v,� �--moo 1 , = 2 0 0' 9 /S, 000' szp- A- 20 000 Sit FT. .. .. /..Soo '.L �J/T .L/N,E' 50.0 ' PROXIMITY MAP SHEET E OF 3 "//ri .COT iY/ply /oo/"7 /OOFT /SO FT _ �'o/Y.� ,�/�r/.� 1 HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED FOR IN ACCORQANCE WITH THE STANDARDS OF A CLASS ��corvNo�i ,arrry LGT Df°�// /Sa f iso / :� zoaFT. SOUTH W I NDSOR ARENA --- -- _ SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS c� "IAI 549,Wr 11,14eo SOFT 3s /` SD FT 'OF ACCURACY OF SURVEYS A D. Ir1A►S, ADOPTED DECEMBER 10, J 0 H N F I T C H BOULEVARD ( U.S. RT. 5 ) -""�- - '"-- "--" G 1975 AS AP;IENDED 3Y THE CNf�ECTICUT ASSOCIATION OF LAND 4 .r/l/H .Q,c�A�2 Yf/ie0 /S 2.5'i� SaFT. .C/iY1IT dF /H.Cfi'/t�0 ,lY.��,1/ hf/>S /�iP,cA Z110,6 y//.ea /O F /D,olt T 2D f-"T. 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AS- .� QB s/I✓ f , /� 1 i SURVE)VR DAT REGISTRATION NO SITE PLAN , TOPOGRAPHIC MAP a CONSERVATION PLAN kA4, DRAWN J.D. 1 \ HALLISEY a HERBERT + kyti� � � �/' - �`',-.._.•f CHECKED P. A.H. \ p y CIVIL ENGINEERS a LAND SURVEYORS N, / 1850 SILAS DEANE HIGHWAY, ROCKY HILL, CONNECTICUT DATE 10 MAY 1985 SCALE I PROPOSED ADDITION SHEET 2 OF 3 \ � SOUTH WINDSOR ARENA cos No. 970 REVISIONS . - '`�•' , - 585 JOHN FITCH BOULEVARD /9Yi9Br zoy� A- -moo SOUTH WINDSOR , CONNECTICUT Bf�s/N /�' lc•�9//t/ ��/l.CiC'G,c�',�tr'c"Y �/P.�h'� 41�.c�.f'F.COI t/ C//�9/V/i/.�.0 /NP.- k/A�el cs' G/t/ &W-5-1W- R%!c Ov- 6.,F,vG !>L`T. iV.%%pr✓ c`s'iF /it/ � dra?/'Fi9lr.FU /�i�,c�,'�/UUS SD/.0 �IJT.t.E-FT 2 6'dTTO/1� OF 2 �//1�.� iP1�.Pf9f� �E'/f'�C�fi�P �'//fr'�✓/V.C.0 2%2 N O/,' CENT.c=.f' FO.E' /T-S" .ct"✓f/T/.�;F fi�,�/Gf/7.^ SG/•G , A a7- /N djk C4/YSTiPUCT.E`G� Oit//9 2�=.e0 �.�.E'C�it/T GiP/�O,F' To . /NSU�.�` limit//f`OiP.[i1 S"�iP,Fi9f> aF Th/,� �'U�i/Of'F o% /Z"q/v .F.C.c�yi97;162N it/d T Ta 57Ci9.-'.c=` r z 2 2 /d? "owa491' xoe.D R11 O'eAP G' COi1%/'AlT-F� GiPi9l�.�.Ci9s.F" O// GMG.E'i9!/.�,G �ig� /�1P/�fir/�G. /✓oT 7?r2 SCf+,L E HALLISEY & HERBERT DRAWN J.D. CIVIL ENGINEERS & LAND SURVEYORS CHECKED D.A.B. 1850 SILAS DEANE HIGHWAY, ROCKY HILL, CONNECTICUT DATE 10 MAY 1985. SCALE AS SHOWN DETAILS FOR SHEET 3 OF-3 SOUTH W I NDSOR ARENA JOHN FITCH BOULEVARD ( U.S. RT.5 ) SOUTH WI NDSOR , CONNECTICUT REVISIONS ,�llY /9gS f JOB NO. 970 T _.. t1 f I I I I ! I Imi-l�ey �;A'T''�' 13, Lo11 �! i w � • ""11-`-/ .'._I!.- .. __�_.__ ,.._- _...... _.. L-L'_..- Il ..SLY:__I•--.. ..,fir-. ' w 4 71 CLu5 ME_E71kic-, RAMS op 3US1QF-SS afFiccs (; Ll 7p L Ta-TW e T WALle- $Tdln, SuATE1?EQT& PLbwc- APV f7�rIGES VIpEI,i`m`I' 12�ST�ua��.IT �13vG,t���) SIR CN��,IGIIIJ 5JTIZY -- - - D -T � Q F x c F1�5T RCplos.I R ND z ! i1 r V 3 n n Q z m Q s i 5Z jv U \ / -:A Ll � L I � I Q I 1 �� ��.•Ef.1�11.ICEREP ME'"�L�.l_ �UILL�l1.lG, I��o" f<xls-�tu�, �.� RAF I.�I�E�.IA 229 C � ar� io�1 MOB F16)-TVQ9 a �- GARDNER ARCHITECTURE �cL n \\/ikjrxo AR J A C 0�5T12 u C TI=IT �I �, EW ERti L c o u-T GZecTQP _ 993 FARMINGTON AVENUE SUITE 209 m AD(203)Co53-7773 I WEST HARTFORD CT. 06107 UPI-+ WINP5o2 , c0WN-F-C`T'LGUT P,a. L30X5 G,RAW ,c'� 0&o35 203-233.2868 10 J!s 41 1985 d .lue _ t , UJ N0 o H MIX 0 i W S U. ON W V O }- C7 W i a z3 . oc a W U. 'I c I { I a • � 0 � � cn Lu V V co LU �CI�TIiJfi �.hlLl GLuF--:�- LQ11 end - / �:z X ��lisLiL\•��,( Tl~�QdGE . 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REACT IflN L ^ K . .. , . - .. . .: .': " -I 1 ,. - : ` 4 ...... 7. x--faRAf i Nr7�e r • T 1 .'. ..,..: :; . .-: . tNEND DIRECTION HAY 13E: OPPQ5t E} • ..:.: "' y - . .. I . . r - .. I 4 -- : _ - . - •.:., :.::, - — . .......' :t.. + .. t- - . i . Ir.: :.., .. .. !:� -. _ I . �: , t r - . . `y. P ...:. .: I , _,, . . . . . .. _ r' . . ;,.. .- :• . I;- " { . j . . �. . .. . :. ,. t . . . . . F . .•��'... I.. . . . . . (� . ;:. ,.: . . .. ,. .. ..,..... f .. , _ - .. . ' " . . . -X I �.. .. . , - { , . i .. I ,. i.: - _ . . . �' I . THE BUILDING MANUFACTURER ASSUMES Np RESPONSIBILITY OR 5. FOOTING SHOULQ EXTEND A ti1N11yUN OF 6 INCHES INTO NATURA i 3 [ IABiLlTY FOR FOUNDATION. FLOOR, OR SLAB DE:SlGN QR 50lL. OR WHERE FILL !S USED. L $• COLUMN BASE= PLATES ARE DESIGNED NOT TO EXCE i : CDNSTE2UCTION. THE FILL MUST BE PROPERLY ABLE BEARING STRESS DF CON fD THE ALLOW- 12. AIL ANCHOR BOLTS SHALL BE RS€M A3Q7 OR EQUA COMPACTED AND THE FOOTING SHALL EXTEND 70 NATURAL GRADE. CRfTE THAT HAS A M[NlMUM COMP- CONFORM TO THE 8UlLD1NG MANFACT L IN ORDER TO IN ALL CASES THE FOOTING SHDULQ EXTEND AT LEAST S INCHES RESSlVE STRENGTH OF 3a0a P.S. I . AT 28 DAYS. URER'S DESIGN AssUMPrIONs _.. 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD Tfl BELOW THE LOCAL FROSTLCN[=. BASEQ ON ALLOWABLE STRESSES GIVEN 1N THE MANUAL OF STEEL THE SPECIFIC SOIL CONDITIONS-PRESENT AT THE ACTUAL JOB 9. UNLESS EXPLlCETLY NOTED OTHERWISE. ALL EMBEDDED STRUCT- CON57RUCTION. 8tH EDITION° A. I .S.C. 1980. SECTION 1 .5. :.SITE. 6. ALL BOLTS SHALL HAVE A 2 INCH PROJECTION (UN URAL STEEL (INCLUDING ANCHOR BOLTS} . OTHER MATERIALS. AND - . , LESS NOTED) LABQR SHALL $E SUPPLIED BY THE FOUNDATION CONTRACTOR. DESIGN LORDS ARE= 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTEONS ATRODOORS WHICHHSHQUODCHAVf AXPRQJECTEONNOF DIINCTER BOLTS 1 . METAL BUILDING DERD LQAO fDL) " " AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADE- H PRO- 2. ( 4G l PSF ROOF LIVE LOAD 0.L) - JEGTING THREADS SHOULD $E GREASEQ OR QTHERWISE PROTECTED 10•PROJECTBQNTFRQMOCONGRETES DIAOMETIwRD CANALLEb FOR. INCLUDING ) PSF WIND LOAD (WL) QUATE ,TO RESIST ALL CRIFICAL COMBINATEONS FOR EACH OF THE UNTIL ERECTION. 3' ( �'�' VARIOUS LOAQING CONDITIONS. THESE REAC7IQNS REPRESENT THE D QUANTITY. . MAXfMUM QESIGN LQADS TO BE RESISTED BY THE FOUNDATION. T. THE TOP OF THE FOUNOA3EON OR FLOOR SHALL BE SQUARE. LEVEL f1 'BgLT LENGTHS SHOULD BE SUIFIGIENT TO ALLOW ENOUGH EMI3fD- MENT INTO THE CONCRETE FOR THE BOND STRENGTH (WITH OR DE:SlGN°COMBINATfDN5 ARE= ' 4• REINFORCING BARS. WIRE MESH, ANCHOR BOLT SHEAR ANGLES. TOpERANQEH(}FA��HiJRigO;NCHSpNLpIMENS;C RATELY SET TO q E 1 - 'DL + LL SCALE a NONE DATE SpUT H WI h1 WI THQUT HQQKS) 70 DEVELOP AT LEAST T5'/. OF THE ALLOWABLE D S O R AR E N,t{ . 2. DL } WL T I f RODS. AND/OR HA1 RP1 NS (HOOK BARS) SHOULD BE I NCQRPQR- SPACING FDR AN I N01 V E DUAL COLUMN. ALLO OTHERHDI MENSI DNSUP TENSILE CAPACITY OF THE BOLT. ANO I N NO CASE SHALL THE A D 5 P D R T 5 C M ii--• ATED AS REOUI RED I NT(l tHE FOUNDAt E ON DESIGN. COLUMN BASE SHALL BE W1 TH[N *- 1/8 INCH. �- _UL k t_L t\1�L O P L x LENGTH B17 LESS THAN 20 TIMES THE BOLT D1 AMETER UNLESS DRAWN BY HORIZONTAL THRUST ACTING IN CONJUNCTION WITH APPLICABLE OTHERWISE NOTEQ. VERTICAL REACT I flN5. MUST BE SUSTAINED 13Y HAI RP1 N. TIE ` THESE OES I GN LOADS ANO COMB!NAT I ONS ARE APPL I EO CH = A D V A N C E[ DES EIlFAULA'" �i ECKED I3Y I G N C D N S T . ii ALAE�AMA +''• ROD. -BUtTRESSES. OR COMB;NAT;DNS OF THESE OR OTHER !N ACCORDANCE WI€H €HE METAL BUILDING SYSTEMS I}EPENOA$LE MEANS. MANUAL. (MBMA/ '813 . DESIGN APPO. $Y: AFTER 11~AN t BUILDINGS. i ' DRAid I NG. REv .No . .. ,. NUMBER, ; - 21 -1 7. t Q1 _ E- SA : : . • , ,. . ,' STOCKE3ERGER RICKY LE 12/14/B4 07= 26= 1g _ _ . . ... .. -- -- _ _.__..__-__ _-_ _ - _ - _ -_. -.__� _— -- _ �- --—` .. .- --- --- __