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HomeMy WebLinkAboutPlan 89-30P Franklin Distributors LQCATION MAP r u2OO` N/F FRITO LAY INC NIF TOWN of i1 i T//E TOf .61�V G9.0 SOUTH WINDSOR i ? A60774,M .E.C.EYs d 7 0 ' 1 v /g=69.0 /aiE'�f'O S.F1.> SLOT /�.Fit/CG� S.L�[cr:' /� /T,9/.C, ow P x.. •� r,, .- - / f, - r r - r J�•-/`�' ��""' /.•F,� ,` Z��: ` _ tI } II I a^`XIST//✓G G'6V./ F /V J T / , .. o ' iG 4 1 N/F H,J.M. 10, S IL7I YAR S7 `GtZAS"SE.� fE �.fti'" CatPt~c� ' 7 0-1 1 oql, RANKL N REALTY ` ,P .CDC'✓ ��8 / tilt _ DIS ORS N/F H.J.M. ` s ISrG/D/NG �/VT REALTY - bi� x a z %e/L/9ivD 1f/. Ti� /JS' //v�1 TS' a �•-.,� 6,4p Am � 1 f � / f xL N/F MERCURY f ! N/F GOLDSTEIN •' Q .' . / Oi�ft'F ogv P/� a6c*v SSEO r o REALTY !^ � .,� �. • E3 LENTZ � FORM NC "$ V °� ,rioT.F= sr/9,rEo /v�Y B/9[E-s 1097 e"/>7rt- 11A03AXIAO' 4- \ / �s6&0 c� TAB,c/S.Sf.� G"PING Z t (rYp� yEiP CB s3 T,es / 40` .e/ 1i U t 1 P y 1 haw 4 I I /N1'6'7. "pvG x�R 3'r 0s 6 8 73. D• a-To U.S. ROUTE 5 SOUTH SATELLITE ROA© yi ire•/ GK < .FX/Sr//✓G NG /�e,e;o; 13 70 7~` 7 x, } j04 7a-3 /Q '.�/V4oV4F--r 's9WGf/1!r.�? N a I . i� .C.0 ?' [Y N F.H• y• f 1�0 C// C=may f \ t 0 -� / .COT 20/✓.E' -//V�t�STiE'/i9.0 �/�.�'K i I /n/G ` O \ 2. ,COT />',e LcW _ Z. 3 S 7 9.0 eZ: _ /02, G7/ Lfi�f'f' Ail � MPL,4YEE px /SG (. 70-Z. Z-- v�wrPy-ys+,e� N --•-_. o S �,. �,E'DI°��t,E,D l�Yi9ie�f/4�fS,� 3 M .o � �► � � 3, .Ci�.�'!�f'T/UJV••-s" E4i9S.C-"'.a pit/ .Y!/�G Di/TU�tir (3 5 5 ) ;: G.e' r �A' Cs -o era/.c F.eO� /L� N / �' �` �/ 7 •�y� 1 i9�D/T/o/V 91 X /5`03 �.�T.�i9/vOh� s -S 41W r� ��� r -_ �� -- -_ F�-. - 73?9 (/3,-7-71 5.F) '{ , /t/ of saUTh' /NOSo/F' /98� ! A L`� of y I ` TiY,E.e,E' /9 "/I/D gw,400/.I/D /?/.ETLf/iVps orV .s'/Tc ,O.etit' Q m 9.E'!� SiS//9Ar&1 I :.F. &. 73 I ` ,e c. 7/x /VO T L/E W� .t�E.S/GNf/T.FD 1 Y Ipnw►J-GLA2E� S-ECOM.J'TY LIGHT";, �( ;. a ti 6 . ,�o r cov.E.e�6E�ivct•AooiTiaiV:.�i 9 (q A.cc aw,6o� u .COT C*Z,i�A6�/A/C,l_ .e`�lsT 1 c•B +",S p 1 G.�l/S/,�ED S7oiV� i9�i9�"G7,,%(ti�'.P/f�ivcE.�LI•-SS'�Ltd�/E=1� 1 �� 7 8o �A10TF_t ZAtZlANC�. Fort �8%Q MAX. C4v�2AG�E �r•Car,rr�n eY Z BA �/J189 - �IIC\ �Yi9,e,E".r,iDC/SE" �/3, r22 5.F) a Z Al (2072 s, ,) `• � �I � I i9�.t//VG i,'/e �9 fr/ / QE-7i9/.0 V � �. Tom .�L.E1! p .t �--- t f - `I_ �°+ ;� _ I rl ST//V i5 Sf'D% ,,:V •7/. �r .S'~ YA tz to _ __ SET t�wAt� -.. ---/o c ----�� -r /lo! Pew�I�'•� 69 y P.eo/�osE"D Si°o? ,E/_.�7! >r- 9 S p / �� �- ` .•Tate►►df'$nrll/r'lUU1JAat /�/"'• ` -�- ,:... wy•YlU.lr M,l•.la,w•..ewa•se.•w,l / � /-O �O .+t.er t•t,at ern B,E'OS //VC .eiQ/.0/PO/r�f> .e O-o< _�-_ --� � �{1L1�YIA Jolt lt, tilt ------ /t//f, si9 Y/N �- RR oPo S,ED I�,L ANTr/uK; IV tp COPY • � - rf�fr!� Igai ' - -- - 'r tl•a�kr. AlatM , 'f?LT).'.�t.71dt'X•. rue l,rll•,tlrs lit-ti►. ttM b as nlretq .roses,! rl.'�r.S'AGiEs � _ .r f - f/L r 'SP F.eB.Q/C Athos`,•trrwrt rlt. 011��!••,t•,Iytle.tlM - Lr �' r• 1e for-lN,aw•LtKitM rl M•a1111rR it re•�rllM eewl[I•i rPA�ICI�G. .7 s�iTCs Mr.l,al�r.tHtMItM tl .. la.�.R..rr..•e •. .,.ta,rce Ttw •la..i a• ,. a.a ,ta•t RE. UIR E�Q /l Y7U,V! LANDSCAPING NOTES rrswto"t I.lt re; ..r.tt:"ia e::=tit;"t;.111E..' U.ai a r'..a i/rota at ra..a M,1..r ,.M�ass eali•N, S �,t�yvY,a[ENT ► / N'/.c°tr F.E.9Y/iYG tr.. >«r 1 OYEES 20 18'S ACES II .., rccr.on. .f ° ` PLANTING SCHEDULE t i �.rrAie,Fc Tv sT/ar,�' "'i s.11Mrl..a+eta:t.ei wn M aawr•i a•ter ua,.•,ta to to I SPAC/2 EMPLOY=IO SPACES //// / / i/I/I' i., ve..e.r� rorY M'� trrriaw• l' M 1 t , .r�•r SrA.t',FS AT/YNRiV6.fd' PE ° 1. sure.ei�t,trMparwt.;t.r•+1 ra••e.13:14a•ttk Andorra Juniper l Gallon 5 + 0.C. .Q�bE taa.a.,. Ir1Na w rsa`1.ut.r tot*.r.c ..••• OFFICE AREA IVilAi,t'G11�/TY,�K j p i. .• rr.. p /R/.CT�'R Fi9BC/6 • - lM•a1,r�v1t tw.rr/tt.r as r�t►•.ttr,•.t ei ' - O/'/4 l GP.f.CO/'� ftyt Q£. E/1AXeZ/�� ,Ile• w t;, ttra a ia°f er.t•.lae tea.u•v+a j 'Ep,O.f.'tF.TIVYD a- as'.ri,Crcl�e•:Av E rreL _ f - "� W aI *►l•w•a..aavtrtw.la.sr tt•.a.t 2072 2 S.F. Q ! ..rlrRw�,F � � F if1lN/Hf/M frAB/L/TY ANO .T.l�.lf'- a 1 rrt.r u Mr arat...t1.e.eu.ltr M�•r•s•.. fl,�.arveA1r t Landscaped areas aloe slopes at planters to be 411 min. Pine mulch on 'i' C'�'Fi9iY/ f. 1 SPAC1'250 S,F 8 SPACES • � P g P P r. rm•ttr•tIM NtIrItIN sWt!M a.al•st N 1a.•„s.+•!et rt! tl �- aa•lb.t a.ae••r. CONTACT PERSON ta. lire!M•MI IrA.aalt •.•Mts►..-lose tM tree landscaping fabric on b min. to soil. ..l•Ar it.uur t•tw.t,at r,e•l. P g tt P -z. Cn''O /aN� _ AV"GQOAC/Ty ,a a,.•ea.c more.1.»•.r.ltt.a .140 NutmegStack Read b"Y.a:at.c[.Na . -Austin t a c - ; 3 oOfi�.L.E- /Y/�� /IVF/.G i/.'/C'?'/O/✓ s%INt.P"IIX. � 3.0" tr*w l�.P*•rea•1,•[retllM Grassed areas to be 4 min. top soil, lime at 90 lbs./1,000 S.F., fertilize �--" /N�/1TiF�A7Z1.Q GiQ E©U.QL '' " at°"�t" 1. T.F`r�✓GN :wor 't' with 10-10-10 at rate of 7.5 lbs./1 O00 S.F. Seed mixture in lbs. per 1,000 a::'""i."v«a �tt::er:�la t..b:l�;:::,,:y1:....an AI",7 fAAric S.F. - Kentucky Blue Grass 0.45, Creeping Red Fescue 0.45, and Perennial Rye /Y4 'YFfI�/CULA/P 7;V.4A'lC r. ,t+,.,,talk Ea rafts tar.,tsar•.e•..t+...l..M art, SouCh Willdso�, CT Ufi07/F 28 1 8 saea+t[o Grass 0.10, 6 kd T.Pw°XC!/ 6ifO.CF/[,C 4 p^ t A- f•EXCif!'Rl,FO PP/D.0 C /0� ^G7 i' rietrit i°rt1,te�attthe.ea.l..strl..e 4.6 r.l.tll.a rr1•r ' /wci la+ro Seeding to be done between April 1 and June 1 or between August l5 S� T S t, 4 eart•Fti'•t•ea!aril 1•tA."tt[i.d Rle•etlr IA•[1sM. R } THERE ARE NO INLAND WETLAND SOILS OR WATER C RSES PRESENT ON THIS PROPERTY. - p�+ :a 1•t+I tta�tMRRrlk lel.0-a to►•n u•wl1sM. _ . and October 15. i S/.LT o. IV4,0 0ET/�/,L y ��Telreaii:n:1 `::it:i::.+'*•`•l•s.. .rtMt _.._ ,Etor rt° rcrc.F N Jre/S7-,eq, � C ATE .:•. ,•N There are lie trees or bushes at seat of'this property. Landscaped area � '3 Y'tct,` to be planted:se shown. All trees at'frclilt of site to be preserved. ..,r tr•Ir Y PYr log- t t1, `� y R. Richard Sparski, ertifie.d Soil 9 f99y l�.E'vst4 `.c.C-CATcNB/9 iws"`a' 4S ' R• _ ( JaFn 4.wet" fir.c►.t .1 ! y(3 C � ,'IY.a aULLWAN AVtNU[ Seull,NrNpann.tanN.tlaar• - „per• - - Scientist f/177J ��aa ���Yyee A r,,.!•,yflM r•�lra1M - tpw _ - �/ p �tea► �•�r �` palehrr . • - - _� -?-+._.,.,._ ..a.-_:i-. - - � ~ cony. r.('7�r C"af(i 4.. ���.iJ r.•� Oe, ,i.rt i..Nll.,TwM toff".•r '..` _ AREA CtlnE Tat/MI,.SII - l' '' - - - - ' ' • Tt�Ba•'a�'B1YY oar)'it!'RI+���"- � s • CONSTRUCTION SE UENCE y /� �1 /NOaEEI elch a# "+at /45 r-,/ G •*f-V��. �/T Ct%�C. C/� ��l7JS /• - f tW e.Gl{IM twirl MIHI al tlefrt - - a .,,r,-a Yq 1'1 . 2 0 O t - so-oiBattle-rit Ni<<�a¢1.a1�wt,,,��«.:"1 i.w a....rove, n 1•-S - 1 0 0 _ ,1 , S t M»f.NtMnllrl+,tt, 1<U4 i-� I. PRIOR TO ANY FURTHER SOIL DISTURBANCE OR CONSTRUCTION, SILT FENCES ARE TO BE r S7/>7.t'E.0 //fJYJ9A 4 27 July 19A9 ,. COPY INSTALLED AS SHOWN AND STAKED NAY BALES TO BE SET AT EXISTING CATCH BASIN. �� " • •••�� q Mr. Austin J. Steak -2- 27 July 19e9 `�,� W t h�,",G1`} ��j c.9�-cs� .s. i/v PROPOSED ADDITION ilr. Austin J. Stack 2. EXCAVATION FOR WAREHOUSE ADDITION CAN NOW PROCEED WITH MATERIAL TO BE STOCK ^ , ct J ye 1 O 1 / .� 1!D,tilP /Q.DOCrt Q sIY H/,�p !,r//Tip F/.CTE/2 Fi9.tB�1C South Reed. _ PILED NEAR BY FOR USE AS BACKFILL. 4 °t NoutN win sor,4 7 atoii la. 6hw.exlsting utilities end any proposed outigids lighting. '`-�btr • 1,, 3. CONCRETE FOUNDATION WALLS TO BE FORMED AND POURF.Q, CONCRETE TRUCKS TO BE " r t7 ��©• it.' show square faAageslof aaistinq and proposed butldinge. r H A L L I S E Y & H E R B E R T tlRawH ' OT TRA (leer Mr. +Btack� d o parking per regulations --office end ANY MATERIACLEANED LRTHATAMAYGREACH THE SITE TO IROADEISIITO HE SWEPTAT ROAD IS EACHEVENING WHENTH + Y � �~ A � '/ ` � � �" t!!1�?/ ta�/gi/.F.0 � T. 12. ware Ouse. a•m t p rk a p ag Mn / l ( o o "� CIVIL ENGINEERS a LAND SURVEYORS CHECKED P. A. H. ' tee Appl�. 9t!-3CP; trenklin Distributors Rita-Plan warehouse. THAT DAY I5 COMPLETED. ,-, t�� � � • sasterip':rlds Nutmeg Road north of South'Retsllits Rd. vb - - / The ant! toning Coalaieslon is glossed to advise ghat Et 1 2. Rhoti tottego line on plans, or note that no laliage to 1� ca.Jaly aft, 1ls9 toeppeore the above-rstnrencea rite plan pceaent. 4, AFTER FORMWORK IS STRIPPED, BACKFILL OPERATION CAN BEGIN. AT THIS TIME COARSE �� ,Yl�� t� ��\ ` / `� ?13 BEAVER ROADS WETHERSFIELD.CONNECTICUT DATE i9 MAY 1989 dwllaqq�meent !n aarnrdeaca lrttq brtwLng !1 of 1 dated 6/y/R9 !�'. A live d nature is aired for certification. SAND FELL IS TO BROUGHT IN A5 FILL UNDER PARKING AREA ADDITION AND UNDER SLAB (rev. 6/15180 pprepared by 114111eay and Herbert, Project No. 1t5, g ro9 �. ON GRADE. TRUCKS TO BE INSPECTED BEFORE LEAVING SITE AND CLEANED AS NECESSARY, �„-�'.. �j / �} ,p �j w ' It w [ and with the'�allowing tlodiv.!leetlonrl Black and white transparent wylera of sheet !1 with the abaci: ANY MATERIAL TRACKED INTO'THE ROAD SHALL BE IMMEDIATELY CLEANED UP. �Ib S� 'fir iC r/7'�/C L= e/rrel� 4 /7u�/v SCA .E I 20 !.; Prior to noioeencoeaat o! any site work, a mooting must be modifications, togyethec with thtse blueprLnt copass of the inure Y g as! of plane" moat be submitted to this Comnlaelon wlthltt40 sere ,���; �/T f �7 I T E P L A N held with Town-stett: 5� AT THIS STAGE WORK CAN HECIN ON THE SITE STORK SYSTEM. TFi£ DRY WELLS CAN BE Y to be stamped and signad, The letters bt approval-of this 2�, No butldinyy ppermits will be !,sued tint!! thn tine! m laws Coa[atable", am well as the intend wetlands 4gaaar/Consttthtion INSTALLED AS WELL AS THE INFILTRATION TRENCHES AND CONNECTING DRAINAGE PIPES. " S H E E 1" 1 QF I have been.fllsd !n the Town Issued Ottice. y Cemission, must be reproduced an the mylera. 3FOR After then lure have been a!gnsd b!! the Caroslsel/m[ they Miil be. 6. AS THIS WORK IS COMPLETED, STONE MATERIAL 5URRONDING THE DRYWELLS AND TRENCHES -yF�/G`/ �/9f`/NG 10,o6 7Z91� ` 3. ,Thin nppticetlor.is sub Oct to the cbndltlonn of approve! rot cited to you [or iiltng in the OLtto*of the Town Clerk. i IS TO BE INSTALLED. DRIVES AND GRASSED AREAS ADJACENT TO BUILDINGS CAN NOW of the tstland watirnds �gonoy/Consorretlon Commisalnn, Rttor fleet thane lane a ec of the rooalpE In1sb be sabwittsd 385 r. g P [ pr nE FILL£Q TO SUHGRADE. WORK ON THE nUILD[NG SUPER STRUCTURE CAN PROCEED AT �S- t ' ® PTO FRANKLIN D ! STRIBUT0RS I N Clneludtnq a bond !n she+eRlount oC SS,Roo. to the Planning Department. �� JOB NO. < THE SAME TIME. / '•;. i. An as-built plan ir:.rnqutasd prior to Isonrnce ate ' ' � F�t _ iii111 -__. -- -'' '- � ' Vs truly yours, _ .2:.: - Regulftcrts of 000upbncy par Section i.11.10 et the taming N Very Y Y ,d CactiLcatr. 7. SITE DRAINAGE SYSTEM TO BE CONNECTED TO THE EXISTING CATCtt HA51N ON THE SITE. �"" 1 _ PI.ARMI"a ANo ROVING COMMISSION THE STORM SYSTEM CAN NOW BE BACKFILLED AND PROCESSED STONE INSTALLED AND COM- f/.[7Lr�/vlB.p✓t 1 4 O NUTMEG ROAD 5. Tooting drains aee4squiraet it thn building has a baeamant, / /�� / PACTED. AS MATERIAL IS BROUGHT TO CRADE, NAY BALES ARE TO HE INSTALLED AT r�f-�/��-� tt�'" J HEREBY DECLARE THAT TN/S MAP /j/VD SURVEY WERE PREPARED IN ACCORDANCE ' 1r�t1 IRr.un� �h[lrtr+� f( NEW CATCH BASINS TO PREVENT SILT FROM ENTERING SYSTEM. �} G 6. A landscape bond In the Amount nt $7,000 is required and RAymand Y. Neliawall, J=. r WITH THE STANDARDS DF.>A CLASS 4- SURVEY AS DEFINED !N THE c poE OF SOUTH WINDS 0 R , C 0 N N E C T I C U T must be submlttod prier to-tiling of mylers. _ PRACT/Cf FOR STANDARDS OP ACCURACY OF SURVEYS AND MAPS, ADD TED _ CheLcmen �'e 7. All plans used In the field by the developer must bear the H. AFTER D AREAS ADDITION IS IN PLACE AND ONLY INTERIOR AND FINISH WORK REMAIN S, ��Y�AN) MONSOON ate and authorLsed signature of the town of Routh eat inland Notlends Aganoy/Coneecvatlon Commission GRASSED AREAS ARE TO BE TOPSOiLED WITH 4' MINIMUM. PAVING WORK FOR NEW DRIVES ,'t __. DECEMBER /O, I9TS AS AMENDED BY THE CONNECT/CUT A✓4'SOC/AT/ON OF LAND tamp g N. Ranneh PlanningDirector�� Windsor. AND PARKING AREA CAN Nett BE ACCOMPLISHED. Y SURVEYORS, INC. REV IS t0 N Q 1 J. Collett[ Chien Building er Official t2WAtflr�C MA / s��>/D/� r� C- - J. istsatta, Tom enpinoer / F q. !ep-romp•must be completed 1n accordance with Beat. V. show, sort. of pollution Control y ! - q ��'�'r o 2 / C l 9 7 7 6�'�8� 1 4.13.2.1 t pp 9. SITE LANDSCAPING WORK INCLUDING SEEDING AND INSTALLATION OF BUSHES ON SLOPES �C/� , G.t e. sellevilla Assessor CAN NOW BE PERFORMED. W. utnningr tars Marshal _ .g•�. i"/'f.P.�;f'Y.C, f/P T 1tr /total' aNRYI�'O VAre [ RRraisrNAT/O NO. 9. Shaw aide and weer eetbncka, pbckinq dtmnnnionr, and corner Registrar of Voters radii. _ �+engineer 10. AFTER ESTABLISHEMENT OF GROUND COVER AND PINE MULCH BEDDING, SILT PENCE AND r 3 O�CLARAMN VAL/D ONLY ON NAPS BEAR S EMBOSSED SURVEYORS SEAL Applicant RAY BA E R AND L SWEPT UP. At9 VE�V/C!/LA.C� 7,�i0ff%� pie Pile - Y BALES Tf1 8 REMOVED SITE COIIp E(Et:Y AND CLEANED R I• 8 9 )I GENERAL NOTES A. Loads ' 1. Allowable live loads: . � ., N .� Roof: 421bs./sq/ ft. _4 l5 _ _ 5. o __.—.g4.•_ 10 Second Floor' 125 lbs./sq/ ft. B. Excavation' and backfill 3 � 1. All footings shall rest on undisturbed soil or compacted gravel f' backfill. Elevations of footings at-e to bottoms of footings. 2. All backfill inside the foundation mast be approved gravel com- pacted to 95% optimun density. P V: y 3. No backfill shall be placed against any foundation wall until O walls are properly braced or floors are erected and anchored in � � —=___ _ --�•t:tst'�_,P���.�,._.G'i�5'_ _ �� place. '' � —I�F�--Co45� - �. � � i 4. Maximum sail bearing pressure assumed to be 2000 pounds per •'1•'' ' '_.�. `_- _ _ � square foot on undisturbed soil and 4000 pounds/sqj ft. on com- - _ ! pacted gravel. j C. Poured In Place Concrete b,�E G 7.5' 1. All concrete to have a minimum compressive strength of 3000 4 _Q I' (v,5 � � PI�G•G,CoQ�S p.s.i. at 28 days. `3 _ _ � i = 2. Concrete coverage for reinforcing steel shall be: 3 for bottoms of-footings 2" for other concrete in contact with soil p ! 3 3/4" for slabs 3. All reinforcing steel shall be new billet steel of intermediate or hard grade with minimum yield stress Fy+60,000 p.s.i., con- ' ^— farming to ASTM A-305 revised to date. ' t 4. All welded wire fabric for concrete reinforcing shall conform ��. to ASTM A-185 revised to date. Welded wire fabric in concrete slabs on earth shall be placed approximately 1" from the top of Tt:0' $,G,fG. 71,0' _.g,f,E,'t t,c?' P�,G,E, 7 I'.O the slab. c� 5. All reinforcing bars marked continuous shall lap a minimum of t w I©" Z4'- 1 p., 24 bar diameters, t� 6. Elevations of concrete slabs are to tops of slabs. Concrete slabs poured on grade shall be poured in alternate panels not Colt?Rod _ exceeding 1000 square feet in area. However, the ratio of width Jo tt.tT to length of any one panel shall not exceed 3. ' 7. The General Contractor shall install all anchors, pipe sleeves, inserts, chases, etc., to be set in concrete as required for the work of the trades, and verify the locations of the same before proceeding with the concrete work. 8. All construction joints to keyed with a beveled 2" x 4". Dowel �. .y P�,G,�•CO`�.5_ reinforcing 48 bar diameters at construction faints. , 9. Piping, conduit, etc., passing through, or embedded in, concrete i shall be placed strictly in' accordance with the recommendations of the.A.C.I. See A.C.I. Specifications for minimum concrete covers, minimum spacing, and maximum diameter of conduit or pipe that can be embedded in concrete. Aluminum conduit, 'or other aluminum products, shall not be embedded in concrete. Piping, conduit, etc., shall be placed so as to .maintain a minimum slab E. on grade thickness of 4" over such piping or conduit. N I;� , � ' D. Structural Steel -3 - c�' -I 1. All structural steel shall be A36, fabricated and erected in O _ N accordance with the A.I.S.C. Type 2 construction. 2. All structural steel which carries masonry shall be shared by the ! t � General Contractor until masonry is all erected and is set. This note also applies to steel lintels which are greater than 4'-0". , 3. All lintels bearing on masonry shall have a minimum bearing of ' 8" on each end, " �Ot-lS'fR UC1�l�t�I _ E. Dimensions J0 Wr �'T't�'� G` 60 1. The General Contractor shall coordinate the dimensions of the - 12•� roof, floor, and wall openings so the framing properly fits the I -� mechanical trade requirements. V _ I I 0 F�. q F4. 'Pov2 4416 4LA el,"61Z Zo - Y � IGQL 1-60LAT DN �j�E,E, G4,5 EE Cv�t•5 I .. .. �- i I _ 5G A ,� T�1,E,74.2' NHS � S � � i-� :' 'L -a-- t% Co.S ��,�, - --. ..__ �1,,>•i ._ �Co_�S. � E�,S - — _?�.�.E:-to9�S' Cot.I Q.UG-etol.E .tat_►.i1 -S70k��Lrj_,.170.1�IEth_-fo -- - - ^X x z „ - _��'�4'I•►4-tCIU1�hh oG_hU�45 - Co ti41Z.o V J o t►..t'f -- LAP 24 BA4 pMl. ,2�45CoN7: 7vP¢sorra f _ l Z•-+5 CaA•t. =,' :LAr� OwsZ.•,7 A.s - b 4tj i J/`e P N]'[�v-'"/�J J borron7 A T - 5 G �# L'� t `- 4, roe 0 aorrvy .a e �8. �. t✓a<t�'ta GoML, WALL � or&. 5•. TYPICAL FOUN©A7"l©N PIAGL Go,2Ntri2 i. i✓Looe 5LAJ} eo 0>6 �" GoOC,, 5LAg Q EIuG. 1.�11 kCv - ��G, ttil.kl.�, GAht 00 VAPo12 �O�M It�ALI. o' i N Rilk22tEQ ` GOMPAce&D A;ZAY6�-_ rRA., C9t-1L1915ra O'rp• e_z_VJ16e, l�D'fEi1D , � �7/�►2 D6TA/LS LI U_ �l wOt�; C.oO-r. L 3 3' /4 t 511•�,l t�lrk ` ' ,sc<+ct:Nome C;izD�'r p� &JCV,OR�To Ei ir,-rlcl WAL1 2. - o? oG 6L A� `•'ro g� 4r 61,94—rI00 -74., Z (MATGN t:xrsT'6t) . HALLISEY ENGINEERING ASSOCIATES INC. DRAWN 31 '(©Q o� �D0r.tOA-!"10 ..I y.. AI u -{o gFi A� 6L,9NA?tort ?Co,2' , t�t�lf�� h�S tlo-f6D -(,4j6 'f W.is, ' V hft;2 Pf140Gf►�!� r �. 3 o�foM o� ADD•(r t4 LT 5 T© 95� A-( �t 1~,VA Tr o t.1 Co?. �` , t�K�Lr�55 �t t�f U -f P()6 ¢J,F.�. ZIAZ or STRUCTURAL & CONSULTING ENGINEERS CHECKED (�f V P. A LL W ALih) ° 1A F�;�I CO kt G i A 1.L _ �. Ilti<e1�y �YtSTCa coGot�t�t'ttot�5 ra '1�1rt�titStnNs I � -t'>}ry t✓t�tn - t�21ot2 �fo G�tv�2►G�'frot.l 78BEAVERROAD, WE7'HERS�'fELD, CONNECTICUT DATE •p ° INSfAt+t-AT too p� At'4y MtAd ' M/�•l�e_IAL-6 i f� t i SCALE - EL -. 7DW — t- LaP2� D D I'r l o m e+�o,a. CDR- b V I L,U1 t- O - �_. .. S1iEET S-�-OFtrp. v ` /� (� ,{ Al �A ` 1 ( G / �9 A M uL LI N D..LS f'(2 IPd Q__1 f��2J 2 h , NA c ,n _ f ! P 1 C, A b L � I A L YV 1 i bee ���� 6 QM 6 2 G 1 C✓ -ficc Hlt.4 C�ncnerc _ N u'rM 6ia f�.©A�rT 6©t?'riA Y411��17,To�• WHEAC NCGES3ArtY - CO�N°�r - W4LL., Ayi01Illh X S 1 G WALL s+'mow°Q <<; -f4r,, 4wT4omy J, Eo5ho Lv , TYPICAL STEPPED FooTIMG D6rAIL �na i�A, jt "_ L�{ Y ♦ f o/mil V a VlJ { I 61 A-Q e, 7 Y No.42)8 4 •� — aOBII Q_�c°4 J08 NO. _rJ li'I- REVISIONS xs004 Q 4- ►o -bq N JOSEPH MERRITf&CO. I I t (6x16f`Ca I>U1L.'DI1'jL4 ) 25'- ©•. .2`,`_ f © " t '10 C111t; Y2'-o" Local 5-4 r410 0+ - y } 0 ( o, 5S 131,U1q, 5-¢ 24 �» S S i Xt G LIVof IrT� ow 14 ti 3a k1 2`!- 5 S ( SLoPEti� -a•4% i _ - w V IL% I9 * u) 14 x � _ � I,ct I� x = x � �� .^ ...... ._..., . P H 1� 24 � I`! a ej-x 1 l- o�'7'I v"� 1 (-o � t I 22_ �: o IN I t -- - -s - LINTEL SCHEDULE a �-. PROVIDE I-1NTECS WHETHER SHOWN OR NOT S�lotrit4 ON i STRUCTURAL 'DRAWINGS OVER ALL OPENINGS IN MASOt4R`( WAILS AS REQUIRE-D BY ARC_N1T1rCTVRAL , MEC.HANiCr L EZ,EG-rRlGAL -Q ORAWI L! L1tJTEe_S ra NAVE 8" KtlN IMUNI BEARING 5AGH END- ,4 12 I ETAIL H OVERHEAD DOORS �@ ONLY I 5-4 U PTO 4'-6" 3L s - 3 la' X / ICIL ' +'-6" TO 5'-6" 3 Ls - 4" S/1b" 16 5-� i I I 5�_6 11,. ITp �1�6�� 3l.s - 6" ,c3�tz" xK�`/tE" -7'-6" -ro 10'-0" W 8 xro+ coNr II'/i'xs/,6 WSx26 �- can1T. G12x 01. 20.7 ppovspE G12xZo.'7 -TAM55 @ EACN S1QE OF UPEN!NG, ANCHOR _ + s To MASOtIRY WITH STRAP ANC-HORS AT ' 2'-V" p/� MAY - `I S H E A a alf 0 g 2 D!.N 12 - - j - o L Fk i 2 0 ^ `2 3'12:' 1I4" t4o►1fx v1�tt ;GAs� s, _ ; 1 I yaE,1, oiSC' 'CD G#b4�� .. ;._', !. ►.., - 4�4r� �. 'Pay Ts �.tY � � � - -- 5 kr ( o o o 5-4 Imo., 24'- y o" .. ,LS`- o., IS M- 1 1 C� PLAN- I.. QooG vEc.I� �fo s3� ►'I�i' vEtip , rL2G,A. 'Qd1l�'l'�D h-ffV QooG PEc-� . 2, Jotst i�fzlpGl1t.11,1 -Fo g� Col -f L. l'!2" yl'12"� 7j�4 `X � �'�Ip�1 �5 >z ESL JoisT�� �olsrs HALLISEY ENGINEERING ASSOCIATES, [NC: SAWN 1' �' � ' �OE.YLor-j-rAk. r3[z►DLt1ht� TOt7 P�t7-t'(aM I%o K 13©-(Tom C-At:t2'DZ @ GLUM w STRUCTURAL & CONSULTING ENGINEERS cH>rcKEo 3. �r'f 11.1 Lt ct . �(oQ or �•( ELL, V4 1or. 142 ,2` c�Nt✓�65 5tto�Jt-1 -(µa5 (+.,.) c�2 ( , ,, �D� ��� � Ion 10�2.2` 78 BEAVER ROAD, WETHER.SI=IELD. CONNECTICUT flA�rE 2- 1-8�I 'pISTklJGj AP;oVE o2 9,6 1G�t. t;XI�iTIC�t (p1.lU R-f1C�1J�i 'i71Mi:1�l LilDf s PWv2 '(D �j4g121 CA-(t olJ f112- ALL A-f 100 fOG — 5CAL� f�S Slkok�- �{ 'D D I'f i D f`I oQ - _- F'}0Lj NEI�1 I�At•t'�R tAL�i, 13t�tL1D t tJt� o� _ SH T6t o�� F CO F.4�11C. L i P� V s N L) Q oA 7 Sou�N ICJ 11.E�So Q. C? �,�nFlianu r f� R No.4208 y{ r JOEt NO. ! Cjt rl RE fS10NS Ii +f JOSEPH NSERRITT&M i GaL. C D L U C I--! U U L I 2 3 4 5 8 10 f f f2 r3 14- 1 17 16 20 I 1 Qj , • Cn r r r i Nr x 'A X x x x 7e x x � 3 3 3 3 3 3 3 3 -2 3 3 3 `3 3 3 SA46, •l,A�f , SILL/ 14",,-lI4"x It" t4"��/�'� �2" 14'-5W-lX 14'014 * 14" 14•"x3�4• ,, 14a' 14"--s/47-14' �0"ti�12��1O o"Yy2"AID` t0"� }/a," !o" I©N �4' 12" 12' ��" (2' 14" �4" 12" t'L.. l2` 14" �4" I'L" t4" 4N 12" 14" 4~ 12` 14'' (4" 1'L" 14" �4� 1d7 1 x c3 ,c ,• r• >~9 >L x3/4ti. +�3 � r x x x y.3 x ti;3 �. t3o-0oM OP ��� It. 6L6V ?&,Z9?' 71�.2b' ?G+.28' ?G.28' 71O128' ?/a.ZB ?Co.28' ?!0•28' ?Co•28 ' 73.82' ?3•!02' ?fv.28r ?3•lv2' ?G.28' ?3.�2` ?10.28' '71o.2b' ?fo,t&r '7lJ'12P>� — G "LAD 6L1 Z6 _ %-r. 'A 6-r. 'P�' �4/�1 `'8' 0ET, N Q�1D 1�E'f '$1' D�-f ' �1' V&r. `61, ��G'f. 'F�1' 9ET 'G' 14"x 14" t4-"Y- '`ti ' � 8' i?E?, `3' �� T�ET, 'A` �....� - l4 DEr 8 1� 1� DST '� 1�' 1Co' vEr. v1 trip. 1/6RT, PE,rJ��' 4- *q 4.. Q „¢-#Fj� _# r7 - ? - C? �#- PJ - #tea 4 _erg -- 9 -- # q 4- -*�J ._. 4-�8 ¢- 7 - •t? •4-#t9 4-. r8 4- �.- . ��./.,-Y 71-0'.K �-Q� ��©NV �7_O 4-�NK�.''�f, /! /_fl„�-`_•i / 1�`�/1-/...N /�D�%I_•-D" /�/_N.�/1-/_N �j.-/_ ,��-/,•• �-D.IY�W�N .ri-/_NY��� /_-I-•*1L,��-/_~ rli-ONW +-VN �{��1�•f�•'�N f"i,.O�r,/!f-ON �!.`-�+�1-�.1 NY f , YR i r , i� 1 N � 1 -t3 t Z E. _.. -----._ V ���ii (i�Y � " N V (,P LNO G.Y GA W, LO if. G/ Co 7 (P G� Y� GA Ga LV !� 1 ( Gf• 4'-tr+ 4•-[v" 3-r.� �a-o 3-D 3-O .d=la" .ct�lo' _ , �'OfY1'IIJG '' IZ += 12 w J2 12 V 14 Y. I + 12 x 14'" I' ,< �2" IV x 14" ti 14:' K t4"' x 14" >< 14" +� IV r• IV x ��," r IV , 4._ Co- 4' - to 14=-47 1.4- #"7 12- 0 7 14--.-_Z_ Co- 4-5- t©- ,? 14, . '� t2- � t4�-#�T. I2- 8 ? P� - 1� G- 4 G- ¢ - !o ' $of�oF�tD o�'f1+�lL� 1(, _10 •5__.__ �oQ,_r�'_ Coc1i5'. Ca9,5` lG�1f5' (p9.33' 1o9 33' 1v9i33`__- Cor?,5` '"l IIo' rtt,d' fo9f33' '?!,©'. coq.33' r711v' Cap-1.33' G'7,5' 1 . ?2oV(fl� ALL COLUMIt.I 13�4h� PL�4ft,6 Gc iO 2•�/¢"� t`--9" uocaev Aocllo2. ?,o uf5 � 1/4" Lg-ve-L'I .111/1� Pc.A1� CoUt)"O SAh� PtrAt�� ©tJ l4 ;" L6,VEI,106; PLA-fS e,jAMe 51'Z.� AG 13tt,) + (Mi".) PAD o� t�loN- SN2t�.ltc GtZou-(. 1,Z li 6L.f,V. '74,2' o _�S Co�11: .'f. i_ '(aP o� SVAg - �Ii •� .=II It r � ty, � w I �iiif•�. "7Q',�! -� 5"tow. 4LAO,_2�Em,&. ' -Wl G-.b-616 k1w.p. '6-redp A►.IMoes 2'-c�" 5"Conic. SLdg wj"r-. �� CLF �j" '`G E�21Z i Dr �6e 'a J Y1id s �kttTG - Ci J 4-4Q �111 p - • U vap - ,I _5@_ 12 0 �11,�11 � f �11 r s = o �. ti 2 -'© �t1�ip 1►��it3t; ,.'�i©r`I _ ''� 104p. � oG ib ` • = Cj��+GC(2•}Ti• �' Y "(iI`.K"{i'-0" 211a.1D i1.JC7UL �J'-w_- - �' �• s r .. � • ��x¢, �"_ to I�"a1 G_ o -b 6 o ,, 1` ,i • • � ._ Inc - .' ¢o��Kl-Tt����roW O� Stc�ia�l 6�Labl• ,' A '( -..�` (ew�l 1-4 N �GAI.E : 3, , A/► wA 11 r F oc- - ! HALLISEY ENGINEERING ASSOCIATES, INC. DRAWN ' ,!f.�, N•-_._ li-6 S� N S STRUCTURAL & CONSULTING ENGINEERS CHECKED 78 BEAVER ROAD, WETHERSF"IELD, CONNECTICUT DATE-ry s r I ; - AflD1'r4I�o N. /- SCALE IV e ' ov_ �u I V oI_r461 o� SHEET6SbiF CO K ,�� tt rr 4��,��, . ,.P, Q 4 N K-LI t� !2 5 G ON -I o t� r 2 �o o f<<�, ,'•r +aT M t;C� �Z o4D Snv'tN WIC!1)s0z G� , six VAlZIA� 10tV O� 6i, 6110M t DOMWAY5 ZIVo.4.208 144 �a< .i�I�l� ���G /A1 - ` t (! � . Ww `�{ ) ``►V�N � V 5 CA r���SjU fl AL JOB NO. tj�j 2�, RMSSION�}S wry n JOSEPH MERRITf&CO. i E �o? OF �1iF..�-I✓ 'SEAM '-��C �a �•� _. Ef f_C- �.t.t-lJ. ►00/45'@ 2 �foP o lAt� - G ?.eoo- _ :. L- �, L.A. 2'/2 I�1-501-A-60a�o? 0 WALL _ I12 DEEP ;22UA. , -(yaz> � , VW INwt,44100 oaf7'Q 2!_. _ Pd►N�fE STEEL✓ t bG Drtic ' O DhtEi✓L,_� (Z-f�_. ��-air 1 gkU� {.Lt►� of r - 'foP of �rf�l� ' C�2`"'D+c�+'r-z`��t•A: �(Y.PE•'>3m` . L, nAiNT�D .61et-L- QooC-9ecX � cos S9 .,Qa i �_IIIC M T> , 22 CAA, , 14 P+, '>�' Cat.IT L W.Vw'14'� � ''PAs►,3-f�.f) �t� 000P 9sc.� � t'1ti VEt;P 22UA,�''tPE'g` � � f 15EAM V 3"�- 'P�41t..t•fs2i7 `5t�(cta �oo� �Ec.K r, Co>`l'f Cd4f C3�.K3''�'14 ,3„k-f L i�lE1.Di~t7 / ttli:LtD'fD.�•f !'.tz '` W EL4C1> 'i'D J a t 6T6 . �o h1t;i1G •`�-.i �'fEc-k. 'P�E�lk�l__-.f-i�2. 9iZE _ _ _ Jo I Sty � EE�Pt�At-I _ r� P�EAM S-fE�.l,.Jot�1+5- forz � t ZE �CEg:I 09AM- wz CoL �i%Y t�tJ D• - -[YJ _ .-�-r_-T. h�� pL A t-� i fo���tz>r 5� - � t�(�t?iEAt.-rt,...�::�-- �1<lyT i4•�i�r.lt2:tf ti-- .� � F „� a ., x . j 0 i �cH JDIthr - ATJt�v Tn =_ Ey I S'f`(4 JA A tL kl 1 3 I #� F�EAta - ` � 12 ?,1 i _k — ,l i Col.. Py��iol�!►� t�2►Zort'�f�!✓ JDtS'� /2��jOL��rCli.!•L��}- 1NCDF•( h#•hDi�A.! L : � GiLr7'('f�t�/�4�DL�./I►.i !•k�(t'.1Z. l,,{>✓G1t,y (op— U.� K+i��(•�- ^.. y ..:�.• �}� L/ �!� Jol�1 �{�t�T�J '�p Kt✓W� f-ni2 1�a�ttivrl-fPtl. EXPAtJSt�r�• - S� PLkkI _ram" .. _ - • I i � G 7" I D l� r_ Q ScALft� = �/4' t'-v" 5-� _5Gl�I.f�: ��_ ¢ Sca�.t1 : �14" ►-o" �_¢ 3114 x 'k�(LLYL i ' kl ELVED f0 :to iSTS -5TaV6 'lkk 50LA-6c0._ Toy o��xtE t, ct~L 5`t8" _�'!2 Cag�L Ott oi�1 ne-�zt%_ f t oF�►�N G Et.Etit; �L4 i�rE� ,l._ F A! Vht'* 946P, 22L�a.,TyPlb'8` >rAcEo mot!S2r r�r -��4w-Mi-) grre'su 2ooF vt-rc :ruff _Go�-�s�yo�tD-- - .�l.�Y "_��':'.S� __ - --- '-�?'poi✓ Got�2��i...: � {�[4 Roo E` ToQ off. a� „ � It=�o - 2-'1 :-_1►.�S�LA�[3-o►.I. i { {.�1'L�77EF.�;22�A•.r�tYYr.�'. p4tt h A STEF G �oaF 4�K A QALt�L'CEI� Gjtl El.__ oD� IG - (rzvYkiccD".To COL!'t L _t%1LL _,foP_.e t"Ut?t'7rb `:; \ �r✓�-Qt A _-__ -roV►r�_►,d�.CoI.IL. _ Co'..t4;.. C.,�.,4.,�,e{�14• x '/44" 'L � �YJ� WGtI) -to ��✓ft l'1 , x% k4�4L L. tit 1 tile, c� r i2_. � Go,�l2. 1, 3. '� /4 _.___ . _-•.-- P�A{,tC Lac t t r��QL.ySCoQU .. x�t-rr-©r✓-�u� 17 co elcx *To try ram--t 5z5_-_Fo2 h 17 home, PL► A -tsx--GES-- r CU?M-b Io-.CoLs-. @ - oP OP..4*��>✓ _�A��.Q�aS� { cc'�Q�� .To Go�S. - - �Z3_�/-RL-V!!.�t+i.Jt ..�N.�►--� H� Il_�_41�N � f. t1 �1 ___ ;w Et-D. 'fo_._�rhrh -_ -cQ�.►-t. t ,�`f¢ _— ._ • r �Es;V Q�EAt�t -�o� �i i Z�- ' ti4 -¢02 gIZ - G�•,TY�'g` yr f��- Pl.�a►t ` 6�E � ?'1 M 0-fe 5.regr<- t200K_ r7� �s� "r1F.t1t:J a t�i i Co tw. f3 t%V�!`i P _fot2. StZir-___ • PVAf __— HALLISEY ENGINEERING ASSOCIATES, INC. DRAWN J.P. STRUCTURAL & CONSULTING ENGINEERS CHECKED — 78 BEAVER ROAD, WETHERSFIELD, CONNECTICUT DATE - SCALE a`2�51�Oklt,t 5 _. .G i o , D, �_- gin_ t-� o _ 3 - �jCALI✓: 3/4 = I - © �02 �t� t V� tIJL, o� _ b l 4 '� IST21P� v �(o25 , I�lc�• �`a�4sii RN,�rr N0-1 4'iS/G It6;4- . , 'J 30-(H W �V 6 oz s k.,�Q p ! Oaf/ M• � ��•; � A. f ''`�`'�Qw J sr_ GoN5T2vG1'In� MtRtAL? �� ` a AVom Ur 1,r 164 No.4208 Z. REVISIONS r�i�eS�fO NAL EN y1�4? a ... 4 ^ t o- Q 5 _7 1. I /" N • i JOSEPH MERRITr&CO. -